ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20030627001 COUNTIES : MARENGO LETTING DATE : 06/27/03 10:00 AM DIVISION : 08 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0008(507) for constructing the Resurfacing and Traffic Stripe on S.R.#8 (U.S.#80) from MP 36.100 in Demopolis to MP 40.974. Length - 4.874 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,886,542.18 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 2,050,379.84 108.6845% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030627001 COUNTIES : MARENGO LETTING DATE : 06/27/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01023 |( ) |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0001 206D001 188.000 LF | 1.50000 282.00| 6.00000 1128.00| Removing Guardrail | | | 0003 206E008 6.000 EACH| 150.00000 900.00| 250.00000 1500.00| Removing Guardrail End Anchor (All Type | | | 0010 209A000 3.000 EACH| 125.00000 375.00| 150.00000 450.00| Mailbox Reset, Single | | | 0020 210D000 5000.000 CUYD| 8.50000 42500.00| 9.75000 48750.00| Borrow Excavation | | | 0030 405A000 9839.000 GAL | 1.20000 11806.80| 1.00000 9839.00| Tack Coat | | | 0040 408A052 33094.000 SQYD| 0.84000 27798.96| 1.80000 59569.20| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 420A011 7399.000 TON | 59.30000 438760.70| 64.45000 476865.55| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0060 424A280 10477.000 TON | 45.33000 474922.41| 39.75000 416460.75| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424A286 1040.000 TON | 44.00000 45760.00| 43.25000 44980.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424A360 2510.000 TON | 42.40000 106424.00| 35.95000 90234.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B285 200.000 TON | 55.00000 11000.00| 85.00000 17000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B289 10360.000 TON | 40.80000 422688.00| 39.25000 406630.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 428D001 96603.000 LF | 0.20000 19320.60| 0.21000 20286.63| Scoring Bituminous Pavement Surface | | | Edge By Cutting(16 Inch Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030627001 COUNTIES : MARENGO LETTING DATE : 06/27/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01023 |( ) |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 430B000 50.000 TON | 25.00000 1250.00| 46.50000 2325.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0130 600A000 LUMP| 115200.00000 115200.00| 275600.00000 275600.00| Mobilization | | | 0132 630A001 800.000 LF | 13.00000 10400.00| 19.50000 15600.00| Steel Beam Guardrail, Class A, Type 2 | | | 0134 630C001 4.000 EACH| 550.00000 2200.00| 650.00000 2600.00| Guardrail End Anchor, Type 8 | | | 0136 630C050 3.000 EACH| 1650.00000 4950.00| 1950.00000 5850.00| Guardrail End Anchor, Type 20 Series | | | 0140 652A054 6.000 ACRE| 600.00000 3600.00| 500.00000 3000.00| Seeding (Mix 2A) | | | 0150 656A000 6.000 ACRE| 600.00000 3600.00| 475.00000 2850.00| Mulching, Class A, Type 1 | | | 0160 665F000 200.000 EACH| 6.00000 1200.00| 8.00000 1600.00| Hay Bales | | | 0170 665J000 800.000 LF | 4.00000 3200.00| 4.75000 3800.00| Silt Fence, Type A | | | 0180 701A028 10.000 MILE| 1495.00000 14950.00| 1495.00000 14950.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A048 10.000 MILE| 1710.00000 17100.00| 1710.00000 17100.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701C002 20.000 MILE| 420.00000 8400.00| 420.00000 8400.00| Broken Temporary Traffic Stripe (Paint) | | | 0210 701C003 22.000 MILE| 490.00000 10780.00| 490.00000 10780.00| Solid Temporary Traffic Stripe (Paint) | | | 0220 701G121 1117.000 LF | 1.39000 1552.63| 1.39000 1552.63| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G125 1117.000 LF | 3.55000 3965.35| 3.55000 3965.35| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G133 1117.000 LF | 3.69000 4121.73| 3.69000 4121.73| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701H001 2234.000 LF | 0.50000 1117.00| 0.50000 1117.00| Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030627001 COUNTIES : MARENGO LETTING DATE : 06/27/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01023 |( ) |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 701H006 1117.000 LF | 0.50000 558.50| 0.50000 558.50| Broken Traffic Stripe Removed (Plastic) | | | 0270 702A040 10.000 MILE| 2200.00000 22000.00| 2200.00000 22000.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0280 702A041 2.000 MILE| 5000.00000 10000.00| 5000.00000 10000.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0290 702A043 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0300 702B011 3084.000 LF | 2.10000 6476.40| 2.10000 6476.40| Dotted Profiled Traffic Stripe (6" Wide | | | 0310 703A002 1522.000 SQFT| 2.50000 3805.00| 2.50000 3805.00| Traffic Control Markings, Class 2, Type | | | A | | | 0320 703B002 1160.000 SQFT| 3.50000 4060.00| 3.50000 4060.00| Traffic Control Legends, Class 2, Type | | | 0330 703D002 823.000 SQFT| 1.30000 1069.90| 1.30000 1069.90| Temporary Traffic Control Markings | | | (Paint) | | | 0340 703E002 2319.000 SQFT| 1.30000 3014.70| 1.30000 3014.70| Temporary Traffic Control Legends | | | (Paint) | | | 0350 705A030 132.000 EACH| 5.75000 759.00| 5.75000 759.00| Pavement Markers, Class A-H, Type 2-C | | | 0360 705A031 520.000 EACH| 5.75000 2990.00| 5.75000 2990.00| Pavement Markers, Class A-H, Type 1-A | | | 0370 705A038 50.000 EACH| 5.75000 287.50| 5.75000 287.50| Pavement Markers, Class A-H, Type 2-E | | | 0380 740B000 762.000 SQFT| 8.00000 6096.00| 14.25000 10858.50| Construction Signs | | | 0390 740D000 100.000 EACH| 2.00000 200.00| 48.50000 4850.00| Channelizing Drums | | | 0400 740E000 50.000 EACH| 1.00000 50.00| 16.50000 825.00| Cones (36 Inches High) | | | 0410 740M001 50.000 EACH| 1.00000 50.00| 8.00000 400.00| Ballast For Cone | | | 0420 741C010 2.000 EACH| 5000.00000 10000.00| 2260.00000 4520.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,886,542.18| $ 2,050,379.84| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,886,542.18| $ 2,050,379.84| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20030627003 COUNTIES : DALLAS LOWNDES LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0008(510 ) for constructing the Planing, Resurfacing and Traffic Stripe (Outside Lanes Only) on S.R.#8 (U.S.#80) from S.R.#41 to White Hall (MP 106.954). Length 19.154 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,165,256.50 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 1,167,528.50 100.1950% 3 01087 APAC-SOUTHEAST, INC. $ 1,293,308.05 110.9891% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030627003 COUNTIES : DALLAS LOWNDES LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, 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 405A000 9450.000 GAL | 1.00000 9450.00| 0.70000 6615.00| 0.88000 8316.00 Tack Coat | | | 0020 408A052 269700.000 SQYD| 0.50000 134850.00| 0.55000 148335.00| 0.72000 194184.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A281 23365.000 TON | 28.70000 670575.50| 28.20000 658893.00| 31.67000 739969.55 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0040 424A287 300.000 TON | 40.00000 12000.00| 33.25000 9975.00| 32.32000 9696.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0050 424B285 50.000 TON | 125.00000 6250.00| 60.00000 3000.00| 85.00000 4250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 600A000 LUMP| 22000.00000 22000.00| 29500.00000 29500.00| 23000.00000 23000.00 Mobilization | | | 0070 665F000 350.000 EACH| 4.80000 1680.00| 5.00000 1750.00| 5.00000 1750.00 Hay Bales | | | 0080 665J000 3000.000 LF | 2.80000 8400.00| 3.00000 9000.00| 3.00000 9000.00 Silt Fence, Type A | | | 0090 701C000 39.000 MILE| 430.00000 16770.00| 430.00000 16770.00| 430.00000 16770.00 Broken Temporary Traffic Stripe | | | 0100 701C001 39.000 MILE| 480.00000 18720.00| 480.00000 18720.00| 480.00000 18720.00 Solid Temporary Traffic Stripe | | | 0110 701F000 1550.000 LF | 0.25000 387.50| 0.25000 387.50| 0.25000 387.50 Dotted Temporary Traffic Stripe | | | 0120 701G121 1000.000 LF | 1.47000 1470.00| 1.47000 1470.00| 1.47000 1470.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0130 701G125 1000.000 LF | 3.70000 3700.00| 3.70000 3700.00| 3.70000 3700.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701H001 1000.000 LF | 0.75000 750.00| 0.75000 750.00| 0.75000 750.00 Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030627003 COUNTIES : DALLAS LOWNDES LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701H006 1000.000 LF | 0.75000 750.00| 0.75000 750.00| 0.75000 750.00 Broken Traffic Stripe Removed (Plastic) | | | 0160 702A040 39.000 MILE| 1995.00000 77805.00| 1995.00000 77805.00| 1995.00000 77805.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A041 39.000 MILE| 4000.00000 156000.00| 4000.00000 156000.00| 4000.00000 156000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 1550.000 LF | 2.00000 3100.00| 2.00000 3100.00| 2.00000 3100.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A002 240.000 SQFT| 4.00000 960.00| 4.00000 960.00| 4.00000 960.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703D001 240.000 SQFT| 1.30000 312.00| 1.30000 312.00| 1.30000 312.00 Temporary Traffic Control Markings | | | 0210 703E001 295.000 SQFT| 1.30000 383.50| 1.30000 383.50| 1.30000 383.50 Temporary Traffic Control Legends | | | 0220 705A030 100.000 EACH| 5.50000 550.00| 5.50000 550.00| 5.50000 550.00 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 1275.000 EACH| 5.50000 7012.50| 5.50000 7012.50| 5.50000 7012.50 Pavement Markers, Class A-H, Type 1-A | | | 0240 740B000 720.000 SQFT| 7.00000 5040.00| 7.00000 5040.00| 7.60000 5472.00 Construction Signs | | | 0250 740D000 150.000 EACH| 32.27000 4840.50| 35.00000 5250.00| 0.00000 0.00 Channelizing Drums | | | 0260 741C010 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 9000.00000 9000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,165,256.50| $ 1,167,528.50| $ 1,293,308.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,165,256.50| $ 1,167,528.50| $ 1,293,308.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 CONTRACT TIME : 320 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRF-0006(015) for constructing the Additional Lanes and Bridge STPOAF-0012(501) Replacements (3) on S.R.#12 (U.S.#84) from S.R.#100 in Andalusia to near C.R.#67 in Sanford. Length - 3.544 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 5,482,820.47 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 5,558,011.45 101.3714% 3 14007 W. S. NEWELL & SONS, INC. $ 5,694,761.52 103.8655% 4 13099 MCINNIS, LLC $ 5,834,699.29 106.4178% 5 01087 APAC-SOUTHEAST, INC. $ 5,903,029.40 107.6641% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14007 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |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 201A000 LUMP| 135000.00000 135000.00| 150000.00000 150000.00| 196900.00000 196900.00 Clearing & Grubbing (Approximately 77 | | | Acres) | | | 0020 204A000 1.000 EACH| 500.00000 500.00| 50.00000 50.00| 1500.00000 1500.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 0.01000 0.01 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 0.01000 0.01 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 0.01000 0.01 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 0.01000 0.01 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 2000.00000 2000.00| 250.00000 250.00| 0.01000 0.01 Removal Of Structures, Structure No. 5 | | | 0080 205A007 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 0.01000 0.01 Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 2000.00000 2000.00| 750.00000 750.00| 0.01000 0.01 Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 2000.00000 2000.00| 750.00000 750.00| 0.01000 0.01 Removal Of Structures, Structure No. 9 | | | 0110 205A011 1.000 EACH| 2000.00000 2000.00| 750.00000 750.00| 0.01000 0.01 Removal Of Structures, Structure No. 11 | | | 0120 205A012 1.000 EACH| 2000.00000 2000.00| 1750.00000 1750.00| 0.01000 0.01 Removal Of Structures, Structure No. 12 | | | 0130 205A013 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 0.01000 0.01 Removal Of Structures, Structure No. 13 | | | 0140 205A014 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 0.01000 0.01 Removal Of Structures, Structure No. 14 | | | 0150 205A015 1.000 EACH| 2000.00000 2000.00| 750.00000 750.00| 0.01000 0.01 Removal Of Structures, Structure No. 15 | | | 0160 205A016 1.000 EACH| 2000.00000 2000.00| 750.00000 750.00| 0.01000 0.01 Removal Of Structures, Structure No. 16 | | | 0170 205A017 1.000 EACH| 2000.00000 2000.00| 1750.00000 1750.00| 0.01000 0.01 Removal Of Structures, Structure No. 17 | | | 0180 205A018 1.000 EACH| 2000.00000 2000.00| 750.00000 750.00| 0.01000 0.01 Removal Of Structures, Structure No. 18 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14007 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206A000 LUMP| 36750.00000 36750.00| 38000.00000 38000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 420+67.0 | | | 0200 206C010 6759.000 SQYD| 4.00000 27036.00| 4.00000 27036.00| 1.50000 10138.50 Removing Concrete Driveway | | | 0210 206D000 1012.000 LF | 5.00000 5060.00| 8.00000 8096.00| 1.75000 1771.00 Removing Pipe | | | 0220 206D003 629.000 LF | 5.00000 3145.00| 4.00000 2516.00| 1.50000 943.50 Removing Curb And Gutter | | | 0230 210A000 253206.000 CUYD| 1.50000 379809.00| 1.45000 367148.70| 1.83000 463366.98 Unclassified Excavation | | | 0240 210D000 137343.000 CUYD| 3.25000 446364.75| 3.85000 528770.55| 5.00000 686715.00 Borrow Excavation | | | 0250 210E000 352.000 CUYD| 15.00000 5280.00| 10.00000 3520.00| 10.00000 3520.00 Borrow Excavation (Underwater Backfill) | | | 0260 214A000 4216.000 CUYD| 6.50000 27404.00| 5.00000 21080.00| 3.50000 14756.00 Structure Excavation | | | 0270 214B001 820.000 CUYD| 27.00000 22140.00| 23.00000 18860.00| 31.50000 25830.00 Foundation Backfill, Commercial | | | 0280 230A000 114.000 RBST| 375.00000 42750.00| 165.00000 18810.00| 235.00000 26790.00 Roadbed Processing | | | 0290 301A222 99856.000 SQYD| 4.10000 409409.60| 4.45000 444359.20| 4.60000 459337.60 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0300 306B000 1.000 EACH| 6000.00000 6000.00| 6000.00000 6000.00| 6040.00000 6040.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0310 401A000 44522.000 SQYD| 0.40000 17808.80| 0.40000 17808.80| 0.40000 17808.80 Bituminous Treatment A | | | 0320 405A000 2707.000 GAL | 1.10000 2977.70| 1.25000 3383.75| 1.50000 4060.50 Tack Coat | | | 0330 408A052 3606.000 SQYD| 1.50000 5409.00| 2.00000 7212.00| 1.25000 4507.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0340 424A361 3409.000 TON | 35.00000 119315.00| 38.00000 129542.00| 39.25000 133803.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 424A366 500.000 TON | 39.50000 19750.00| 42.50000 21250.00| 43.50000 21750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14007 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 424B652 6664.000 TON | 34.00000 226576.00| 35.65000 237571.60| 36.25000 241570.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0370 424B682 6763.000 TON | 34.00000 229942.00| 35.65000 241100.95| 36.25000 245158.75 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0380 428C000 21039.000 LF | 0.30000 6311.70| 0.25000 5259.75| 0.01000 210.39 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0390 430B000 300.000 TON | 25.00000 7500.00| 45.00000 13500.00| 21.00000 6300.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0400 450B000 214.000 SQYD| 78.75000 16852.50| 80.00000 17120.00| 75.00000 16050.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0410 502A000 60126.000 LB | 0.43000 25854.18| 0.65000 39081.90| 0.58000 34873.08 Steel Reinforcement | | | 0420 502B000 LUMP| 53550.00000 53550.00| 78000.00000 78000.00| 72000.00000 72000.00 Steel Reinforcement For Bridge | | | Superstructure, STATION 420+75 EBR, | | | APPROX. 118300 LBS | | | 0430 502B001 LUMP| 53550.00000 53550.00| 78000.00000 78000.00| 72000.00000 72000.00 Steel Reinforcement For Bridge | | | Superstructure STATION 420+75 WBR, | | | APPROX. 118300 | | | 0440 502B002 LUMP| 32550.00000 32550.00| 40000.00000 40000.00| 50000.00000 50000.00 Steel Reinforcement For Bridge | | | Superstructure STATION 471+53, APPROX. | | | 71100 LBS. | | | 0450 505A000 3.000 EACH| 2100.00000 6300.00| 1500.00000 4500.00| 1000.00000 3000.00 Steel Test Piles (HP 10x42) | | | 0460 505A004 6.000 EACH| 2625.00000 15750.00| 1750.00000 10500.00| 1000.00000 6000.00 Steel Test Piles (HP 14x73) | | | 0470 505B055 3.000 EACH| 1050.00000 3150.00| 500.00000 1500.00| 2000.00000 6000.00 Static Loading Tests (HP 10x42) | | | 0480 505B059 6.000 EACH| 1050.00000 6300.00| 750.00000 4500.00| 2000.00000 12000.00 Static Loading Tests (HP 14x73) | | | 0490 505B085 3.000 EACH| 630.00000 1890.00| 500.00000 1500.00| 1000.00000 3000.00 Dynamic Loading Tests (HP 10x42) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14007 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 505B089 6.000 EACH| 525.00000 3150.00| 500.00000 3000.00| 1000.00000 6000.00 Dynamic Loading Tests (HP 14x73) | | | 0510 505H000 1150.000 LF | 17.85000 20527.50| 10.00000 11500.00| 87.00000 100050.00 Pilot Holes | | | 0520 505M000 2003.000 LF | 22.05000 44166.15| 20.00000 40060.00| 25.00000 50075.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0530 505M004 6172.000 LF | 28.35000 174976.20| 30.00000 185160.00| 29.00000 178988.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0540 508A000 15578.000 LB | 1.58000 24613.24| 5.00000 77890.00| 3.00000 46734.00 Structural Steel | | | 0550 510A000 322.000 CUYD| 635.25000 204550.50| 450.00000 144900.00| 475.00000 152950.00 Bridge Substructure Concrete, Class A | | | 0560 510C001 LUMP| 207900.00000 207900.00| 300000.00000 300000.00| 190000.00000 190000.00 Bridge Concrete Superstructure STA. | | | 420+75 EBR, APPROX 458 CU. YDS. | | | 0570 510C002 LUMP| 252000.00000 252000.00| 300000.00000 300000.00| 190000.00000 190000.00 Bridge Concrete Superstructure STA. | | | 420+75 WBR, APPROX. 458 CU. YDS. | | | 0580 510C003 LUMP| 143850.00000 143850.00| 185000.00000 185000.00| 145000.00000 145000.00 Bridge Concrete Superstructure STA. | | | 471+53 WBR, APPROX. 280CU. YDS. | | | 0590 510E000 3696.000 SQYD| 2.00000 7392.00| 3.00000 11088.00| 2.00000 7392.00 Grooving Concrete Bridge Decks | | | 0600 511A001 264.000 EACH| 52.50000 13860.00| 100.00000 26400.00| 50.00000 13200.00 Elastomeric Bearings, Type 2 | | | 0610 513B003 5471.000 LF | 52.50000 287227.50| 60.00000 328260.00| 66.00000 361086.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0620 524B011 190.000 CUYD| 380.00000 72200.00| 285.00000 54150.00| 375.00000 71250.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0630 530A001 3916.000 LF | 18.00000 70488.00| 18.00000 70488.00| 18.00000 70488.00 18" Roadway Pipe (Class 3 R.C.) | | | 0640 530A002 254.000 LF | 27.00000 6858.00| 22.00000 5588.00| 23.00000 5842.00 24" Roadway Pipe (Class 3 R.C.) | | | 0650 530A003 225.000 LF | 39.00000 8775.00| 28.00000 6300.00| 30.00000 6750.00 30" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14007 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 530A004 432.000 LF | 51.00000 22032.00| 33.00000 14256.00| 35.00000 15120.00 36" Roadway Pipe (Class 3 R.C.) | | | 0670 530A101 61.000 LF | 18.00000 1098.00| 18.00000 1098.00| 30.00000 1830.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0680 530A102 22.000 LF | 27.00000 594.00| 23.00000 506.00| 40.00000 880.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0690 530A201 151.000 LF | 25.00000 3775.00| 17.00000 2567.00| 19.00000 2869.00 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0700 530A601 41.000 LF | 20.00000 820.00| 17.00000 697.00| 30.00000 1230.00 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0710 530A602 136.000 LF | 27.00000 3672.00| 22.00000 2992.00| 35.00000 4760.00 24" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0720 535A001 200.000 LF | 19.00000 3800.00| 17.00000 3400.00| 20.00000 4000.00 18" Side Drain Pipe | | | 0730 600A000 LUMP| 425000.00000 425000.00| 140000.00000 140000.00| 270650.00000 270650.00 Mobilization | | | 0740 601A000 1.000 EACH| 10000.00000 10000.00| 12000.00000 12000.00| 3500.00000 3500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0750 602A000 107.000 EACH| 100.00000 10700.00| 285.00000 30495.00| 75.00000 8025.00 Right Of Way Markers | | | 0760 602C000 4.000 EACH| 250.00000 1000.00| 75.00000 300.00| 125.00000 500.00 Permanent Easement Marker | | | 0770 606A000 850.000 LF | 15.00000 12750.00| 6.00000 5100.00| 7.50000 6375.00 6" Underdrain Pipe | | | 0780 610C001 3687.000 TON | 26.00000 95862.00| 26.00000 95862.00| 24.00000 88488.00 Loose Riprap, Class 2 | | | 0790 610D003 1799.000 SQYD| 1.20000 2158.80| 1.80000 3238.20| 2.15000 3867.85 Filter Blanket, Geotextile | | | 0800 614A000 1463.000 CUYD| 185.00000 270655.00| 178.00000 260414.00| 185.00000 270655.00 Slope Paving | | | 0810 619A002 25.000 EACH| 450.00000 11250.00| 240.00000 6000.00| 450.00000 11250.00 18" Roadway Pipe End Treatment, Class 1 | | | 0820 619A003 7.000 EACH| 600.00000 4200.00| 475.00000 3325.00| 610.00000 4270.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14007 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 619A004 2.000 EACH| 650.00000 1300.00| 585.00000 1170.00| 775.00000 1550.00 30" Roadway Pipe End Treatment, Class 1 | | | 0840 619A005 4.000 EACH| 950.00000 3800.00| 695.00000 2780.00| 900.00000 3600.00 36" Roadway Pipe End Treatment, Class 1 | | | 0850 619A101 10.000 EACH| 450.00000 4500.00| 355.00000 3550.00| 450.00000 4500.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0860 620A000 1.000 CUYD| 1500.00000 1500.00| 1000.00000 1000.00| 500.00000 500.00 Minor Structure Concrete | | | 0870 621A000 4.000 EACH| 1850.00000 7400.00| 3200.00000 12800.00| 1900.00000 7600.00 Junction Boxes, Type 1, 1P Or 5 | | | 0880 621A001 3.000 EACH| 2000.00000 6000.00| 3500.00000 10500.00| 1975.00000 5925.00 Junction Boxes, Type 1, 2P Or 5 | | | 0890 621A010 2.000 EACH| 2750.00000 5500.00| 1800.00000 3600.00| 1275.00000 2550.00 Junction Boxes, Type 3 | | | 0900 621A058 2.000 EACH| 2750.00000 5500.00| 2100.00000 4200.00| 1700.00000 3400.00 Junction Boxes, Type 3 (Modified) | | | 0910 621B001 1.000 EACH| 500.00000 500.00| 600.00000 600.00| 500.00000 500.00 Junction Box Units, Type 1, 2P Or 5 | | | 0920 621C015 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2150.00000 2150.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0930 621C020 32.000 EACH| 1500.00000 48000.00| 1400.00000 44800.00| 1700.00000 54400.00 Inlets, Type Y | | | 0940 621D015 1.000 EACH| 500.00000 500.00| 575.00000 575.00| 500.00000 500.00 Inlet Units, Type S1 Or S3 | | | 0950 621D019 36.000 EACH| 450.00000 16200.00| 725.00000 26100.00| 450.00000 16200.00 Inlet Units, Type Y | | | 0960 623C000 850.000 LF | 12.50000 10625.00| 10.00000 8500.00| 15.00000 12750.00 Combination Curb & Gutter, Type C | | | 0970 630A001 809.000 LF | 9.90000 8009.10| 11.00000 8899.00| 11.00000 8899.00 Steel Beam Guardrail, Class A, Type 2 | | | 0980 630A011 1070.000 LF | 7.00000 7490.00| 6.50000 6955.00| 6.50000 6955.00 Steel Beam Guardrail, Class A, Type 1 | | | (Temporary) | | | 0990 630C000 5.000 EACH| 1250.00000 6250.00| 1125.00000 5625.00| 1125.00000 5625.00 Guardrail End Anchor, Type 10 | | | 1000 630C003 5.000 EACH| 1000.00000 5000.00| 925.00000 4625.00| 925.00000 4625.00 Guardrail End Anchor, Type 13 | | | 1010 630C029 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 Guardrail End Anchor, Type 13 | | | (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14007 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 630C050 2.000 EACH| 1375.00000 2750.00| 1450.00000 2900.00| 1450.00000 2900.00 Guardrail End Anchor, Type 20 Series | | | 1030 650B000 20733.000 CUYD| 2.25000 46649.25| 4.10000 85005.30| 2.00000 41466.00 Topsoil From Stockpiles | | | 1040 651B000 78.000 TON | 30.00000 2340.00| 30.00000 2340.00| 28.00000 2184.00 Agricultural Limestone | | | 1050 652A061 39.000 ACRE| 400.00000 15600.00| 440.00000 17160.00| 350.00000 13650.00 Seeding (Mix 3E) | | | 1060 654A001 5823.000 SQYD| 3.00000 17469.00| 2.75000 16013.25| 2.30000 13392.90 Solid Sodding (Bermuda) | | | 1070 656A000 38.000 ACRE| 400.00000 15200.00| 350.00000 13300.00| 280.00000 10640.00 Mulching, Class A, Type 1 | | | 1080 656A001 1.000 ACRE| 400.00000 400.00| 525.00000 525.00| 450.00000 450.00 Mulching, Class A, Type 2 | | | 1090 665A000 1.000 ACRE| 300.00000 300.00| 500.00000 500.00| 260.00000 260.00 Temporary Seeding | | | 1100 665B000 1.000 ACRE| 300.00000 300.00| 450.00000 450.00| 260.00000 260.00 Temporary Mulching | | | 1110 665F000 2758.000 EACH| 7.00000 19306.00| 4.00000 11032.00| 6.00000 16548.00 Hay Bales | | | 1120 665G000 16.000 EACH| 10.00000 160.00| 8.00000 128.00| 0.01000 0.16 Sand Bags | | | 1130 665I000 1839.000 TON | 30.00000 55170.00| 26.00000 47814.00| 25.00000 45975.00 Temporary Riprap, Class 2 | | | 1140 665J000 20302.000 LF | 4.00000 81208.00| 3.75000 76132.50| 3.00000 60906.00 Silt Fence, Type A | | | 1150 665K000 220.000 CUYD| 25.00000 5500.00| 10.00000 2200.00| 10.00000 2200.00 Drainage Sump Excavation | | | 1160 665L000 113.000 LF | 45.00000 5085.00| 8.00000 904.00| 10.00000 1130.00 Floating Basin Boom | | | 1170 680A000 LUMP| 80000.00000 80000.00| 55000.00000 55000.00| 1.00000 1.00 Engineering Controls | | | 1180 701C003 4.000 MILE| 500.00000 2000.00| 500.00000 2000.00| 500.00000 2000.00 Solid Temporary Traffic Stripe (Paint) | | | 1190 701C006 1.000 MILE| 6800.00000 6800.00| 6800.00000 6800.00| 6800.00000 6800.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1200 701G121 800.000 LF | 1.20000 960.00| 1.20000 960.00| 1.20000 960.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14007 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 701G125 800.000 LF | 2.50000 2000.00| 2.50000 2000.00| 2.50000 2000.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1220 701G133 800.000 LF | 2.75000 2200.00| 2.75000 2200.00| 2.75000 2200.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1230 701H000 2640.000 LF | 0.50000 1320.00| 0.50000 1320.00| 0.50000 1320.00 Solid Traffic Stripe Removed (Paint) | | | 1240 701H001 2640.000 LF | 0.50000 1320.00| 0.50000 1320.00| 0.50000 1320.00 Solid Traffic Stripe Removed (Plastic) | | | 1250 702A040 2.000 MILE| 2200.00000 4400.00| 2200.00000 4400.00| 2200.00000 4400.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1260 702A041 3.000 MILE| 4200.00000 12600.00| 4200.00000 12600.00| 4200.00000 12600.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1270 702A042 1.000 MILE| 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1280 702A043 3.000 MILE| 4200.00000 12600.00| 4200.00000 12600.00| 4200.00000 12600.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1290 702B011 2626.000 LF | 2.00000 5252.00| 2.00000 5252.00| 2.00000 5252.00 Dotted Profiled Traffic Stripe (6" Wide | | | 1300 703A002 497.000 SQFT| 2.50000 1242.50| 2.50000 1242.50| 2.50000 1242.50 Traffic Control Markings, Class 2, Type | | | A | | | 1310 703B002 329.000 SQFT| 3.50000 1151.50| 3.50000 1151.50| 3.50000 1151.50 Traffic Control Legends, Class 2, Type | | | 1320 703D002 1900.000 SQFT| 1.30000 2470.00| 1.30000 2470.00| 1.30000 2470.00 Temporary Traffic Control Markings | | | (Paint) | | | 1330 705A011 834.000 EACH| 5.00000 4170.00| 5.00000 4170.00| 5.00000 4170.00 Pavement Markers, Class C, Type 1-A | | | 1340 705A012 734.000 EACH| 5.00000 3670.00| 5.00000 3670.00| 5.00000 3670.00 Pavement Markers, Class C, Type 1-B | | | 1350 705A022 191.000 EACH| 5.00000 955.00| 5.00000 955.00| 5.00000 955.00 Pavement Markers, Class C, Type 2-C | | | 1360 705A023 78.000 EACH| 5.00000 390.00| 5.00000 390.00| 5.00000 390.00 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14007 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 705A024 305.000 EACH| 5.00000 1525.00| 5.00000 1525.00| 5.00000 1525.00 Pavement Markers, Class C, Type 2-E | | | 1380 705A030 73.000 EACH| 5.50000 401.50| 5.50000 401.50| 5.50000 401.50 Pavement Markers, Class A-H, Type 2-C | | | 1390 705A031 109.000 EACH| 5.50000 599.50| 5.50000 599.50| 5.50000 599.50 Pavement Markers, Class A-H, Type 1-A | | | 1400 705A032 103.000 EACH| 5.50000 566.50| 5.50000 566.50| 5.50000 566.50 Pavement Markers, Class A-H, Type 1-B | | | 1410 705A037 44.000 EACH| 5.50000 242.00| 5.50000 242.00| 5.50000 242.00 Pavement Markers, Class A-H, Type 2-D | | | 1420 705A038 103.000 EACH| 5.50000 566.50| 5.50000 566.50| 5.50000 566.50 Pavement Markers, Class A-H, Type 2-E | | | 1430 740B000 1195.000 SQFT| 7.00000 8365.00| 12.00000 14340.00| 9.00000 10755.00 Construction Signs | | | 1440 740D000 659.000 EACH| 54.00000 35586.00| 25.00000 16475.00| 64.00000 42176.00 Channelizing Drums | | | 1450 740E000 30.000 EACH| 10.00000 300.00| 10.00000 300.00| 0.01000 0.30 Cones (36 Inches High) | | | 1460 740F002 46.000 EACH| 170.00000 7820.00| 275.00000 12650.00| 260.00000 11960.00 Barricades, Type III | | | 1470 740I005 23.000 EACH| 500.00000 11500.00| 450.00000 10350.00| 150.00000 3450.00 Warning Lights, Type B (Detachable Head | | | 1480 740M001 30.000 EACH| 5.00000 150.00| 5.00000 150.00| 0.01000 0.30 Ballast For Cone | | | 1490 741C010 1.000 EACH| 3000.00000 3000.00| 8000.00000 8000.00| 3750.00000 3750.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1500 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,482,820.47| $ 5,558,011.45| $ 5,694,761.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,482,820.47| $ 5,558,011.45| $ 5,694,761.52 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01087 |( ) |MCINNIS, LLC |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 250000.00000 250000.00| 150000.00000 150000.00| Clearing & Grubbing (Approximately 77 | | | Acres) | | | 0020 204A000 1.000 EACH| 50.00000 50.00| 50.00000 50.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 250.00000 250.00| 250.00000 250.00| Removal Of Structures, Structure No. 5 | | | 0080 205A007 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 750.00000 750.00| 750.00000 750.00| Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 750.00000 750.00| 750.00000 750.00| Removal Of Structures, Structure No. 9 | | | 0110 205A011 1.000 EACH| 750.00000 750.00| 750.00000 750.00| Removal Of Structures, Structure No. 11 | | | 0120 205A012 1.000 EACH| 1750.00000 1750.00| 1750.00000 1750.00| Removal Of Structures, Structure No. 12 | | | 0130 205A013 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 13 | | | 0140 205A014 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| Removal Of Structures, Structure No. 14 | | | 0150 205A015 1.000 EACH| 750.00000 750.00| 750.00000 750.00| Removal Of Structures, Structure No. 15 | | | 0160 205A016 1.000 EACH| 750.00000 750.00| 750.00000 750.00| Removal Of Structures, Structure No. 16 | | | 0170 205A017 1.000 EACH| 1750.00000 1750.00| 1750.00000 1750.00| Removal Of Structures, Structure No. 17 | | | 0180 205A018 1.000 EACH| 750.00000 750.00| 750.00000 750.00| Removal Of Structures, Structure No. 18 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01087 |( ) |MCINNIS, LLC |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206A000 LUMP| 55000.00000 55000.00| 55000.00000 55000.00| Removal Of Old Bridge, Station 420+67.0 | | | 0200 206C010 6759.000 SQYD| 4.00000 27036.00| 4.00000 27036.00| Removing Concrete Driveway | | | 0210 206D000 1012.000 LF | 8.00000 8096.00| 8.00000 8096.00| Removing Pipe | | | 0220 206D003 629.000 LF | 3.00000 1887.00| 4.00000 2516.00| Removing Curb And Gutter | | | 0230 210A000 253206.000 CUYD| 1.45000 367148.70| 1.45000 367148.70| Unclassified Excavation | | | 0240 210D000 137343.000 CUYD| 3.85000 528770.55| 3.85000 528770.55| Borrow Excavation | | | 0250 210E000 352.000 CUYD| 10.00000 3520.00| 10.00000 3520.00| Borrow Excavation (Underwater Backfill) | | | 0260 214A000 4216.000 CUYD| 5.00000 21080.00| 5.00000 21080.00| Structure Excavation | | | 0270 214B001 820.000 CUYD| 25.00000 20500.00| 23.00000 18860.00| Foundation Backfill, Commercial | | | 0280 230A000 114.000 RBST| 165.00000 18810.00| 165.00000 18810.00| Roadbed Processing | | | 0290 301A222 99856.000 SQYD| 4.45000 444359.20| 4.45000 444359.20| Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0300 306B000 1.000 EACH| 5000.00000 5000.00| 12400.00000 12400.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0310 401A000 44522.000 SQYD| 0.40000 17808.80| 0.40000 17808.80| Bituminous Treatment A | | | 0320 405A000 2707.000 GAL | 1.50000 4060.50| 1.50000 4060.50| Tack Coat | | | 0330 408A052 3606.000 SQYD| 1.25000 4507.50| 1.25000 4507.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0340 424A361 3409.000 TON | 39.25000 133803.25| 39.25000 133803.25| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 424A366 500.000 TON | 43.50000 21750.00| 43.50000 21750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01087 |( ) |MCINNIS, LLC |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 424B652 6664.000 TON | 36.25000 241570.00| 36.25000 241570.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0370 424B682 6763.000 TON | 36.25000 245158.75| 36.25000 245158.75| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0380 428C000 21039.000 LF | 0.01000 210.39| 0.01000 210.39| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0390 430B000 300.000 TON | 45.00000 13500.00| 45.00000 13500.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0400 450B000 214.000 SQYD| 80.00000 17120.00| 80.00000 17120.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0410 502A000 60126.000 LB | 0.65000 39081.90| 0.51000 30664.26| Steel Reinforcement | | | 0420 502B000 LUMP| 78000.00000 78000.00| 78000.00000 78000.00| Steel Reinforcement For Bridge | | | Superstructure, STATION 420+75 EBR, | | | APPROX. 118300 LBS | | | 0430 502B001 LUMP| 78000.00000 78000.00| 78000.00000 78000.00| Steel Reinforcement For Bridge | | | Superstructure STATION 420+75 WBR, | | | APPROX. 118300 | | | 0440 502B002 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| Steel Reinforcement For Bridge | | | Superstructure STATION 471+53, APPROX. | | | 71100 LBS. | | | 0450 505A000 3.000 EACH| 1500.00000 4500.00| 1500.00000 4500.00| Steel Test Piles (HP 10x42) | | | 0460 505A004 6.000 EACH| 1750.00000 10500.00| 1750.00000 10500.00| Steel Test Piles (HP 14x73) | | | 0470 505B055 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| Static Loading Tests (HP 10x42) | | | 0480 505B059 6.000 EACH| 750.00000 4500.00| 750.00000 4500.00| Static Loading Tests (HP 14x73) | | | 0490 505B085 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| Dynamic Loading Tests (HP 10x42) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01087 |( ) |MCINNIS, LLC |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 505B089 6.000 EACH| 500.00000 3000.00| 500.00000 3000.00| Dynamic Loading Tests (HP 14x73) | | | 0510 505H000 1150.000 LF | 10.00000 11500.00| 10.00000 11500.00| Pilot Holes | | | 0520 505M000 2003.000 LF | 20.00000 40060.00| 20.00000 40060.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0530 505M004 6172.000 LF | 30.00000 185160.00| 30.00000 185160.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0540 508A000 15578.000 LB | 5.00000 77890.00| 5.00000 77890.00| Structural Steel | | | 0550 510A000 322.000 CUYD| 450.00000 144900.00| 450.00000 144900.00| Bridge Substructure Concrete, Class A | | | 0560 510C001 LUMP| 300000.00000 300000.00| 300000.00000 300000.00| Bridge Concrete Superstructure STA. | | | 420+75 EBR, APPROX 458 CU. YDS. | | | 0570 510C002 LUMP| 300000.00000 300000.00| 300000.00000 300000.00| Bridge Concrete Superstructure STA. | | | 420+75 WBR, APPROX. 458 CU. YDS. | | | 0580 510C003 LUMP| 185000.00000 185000.00| 185000.00000 185000.00| Bridge Concrete Superstructure STA. | | | 471+53 WBR, APPROX. 280CU. YDS. | | | 0590 510E000 3696.000 SQYD| 3.00000 11088.00| 3.00000 11088.00| Grooving Concrete Bridge Decks | | | 0600 511A001 264.000 EACH| 100.00000 26400.00| 100.00000 26400.00| Elastomeric Bearings, Type 2 | | | 0610 513B003 5471.000 LF | 60.00000 328260.00| 60.00000 328260.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0620 524B011 190.000 CUYD| 375.00000 71250.00| 285.00000 54150.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0630 530A001 3916.000 LF | 18.00000 70488.00| 18.00000 70488.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0640 530A002 254.000 LF | 22.00000 5588.00| 22.00000 5588.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0650 530A003 225.000 LF | 28.00000 6300.00| 28.00000 6300.00| 30" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01087 |( ) |MCINNIS, LLC |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 530A004 432.000 LF | 33.00000 14256.00| 33.00000 14256.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0670 530A101 61.000 LF | 18.00000 1098.00| 18.00000 1098.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0680 530A102 22.000 LF | 23.00000 506.00| 23.00000 506.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0690 530A201 151.000 LF | 17.00000 2567.00| 17.00000 2567.00| 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0700 530A601 41.000 LF | 17.00000 697.00| 17.00000 697.00| 18" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0710 530A602 136.000 LF | 22.00000 2992.00| 22.00000 2992.00| 24" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0720 535A001 200.000 LF | 17.00000 3400.00| 17.00000 3400.00| 18" Side Drain Pipe | | | 0730 600A000 LUMP| 259650.00000 259650.00| 400000.00000 400000.00| Mobilization | | | 0740 601A000 1.000 EACH| 6000.00000 6000.00| 12000.00000 12000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0750 602A000 107.000 EACH| 75.00000 8025.00| 75.00000 8025.00| Right Of Way Markers | | | 0760 602C000 4.000 EACH| 75.00000 300.00| 75.00000 300.00| Permanent Easement Marker | | | 0770 606A000 850.000 LF | 6.00000 5100.00| 6.00000 5100.00| 6" Underdrain Pipe | | | 0780 610C001 3687.000 TON | 26.00000 95862.00| 26.00000 95862.00| Loose Riprap, Class 2 | | | 0790 610D003 1799.000 SQYD| 1.80000 3238.20| 1.80000 3238.20| Filter Blanket, Geotextile | | | 0800 614A000 1463.000 CUYD| 190.00000 277970.00| 175.00000 256025.00| Slope Paving | | | 0810 619A002 25.000 EACH| 450.00000 11250.00| 240.00000 6000.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0820 619A003 7.000 EACH| 610.00000 4270.00| 475.00000 3325.00| 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01087 |( ) |MCINNIS, LLC |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 619A004 2.000 EACH| 775.00000 1550.00| 585.00000 1170.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0840 619A005 4.000 EACH| 900.00000 3600.00| 695.00000 2780.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0850 619A101 10.000 EACH| 450.00000 4500.00| 355.00000 3550.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0860 620A000 1.000 CUYD| 500.00000 500.00| 1000.00000 1000.00| Minor Structure Concrete | | | 0870 621A000 4.000 EACH| 1900.00000 7600.00| 3200.00000 12800.00| Junction Boxes, Type 1, 1P Or 5 | | | 0880 621A001 3.000 EACH| 1975.00000 5925.00| 3500.00000 10500.00| Junction Boxes, Type 1, 2P Or 5 | | | 0890 621A010 2.000 EACH| 1275.00000 2550.00| 1800.00000 3600.00| Junction Boxes, Type 3 | | | 0900 621A058 2.000 EACH| 1700.00000 3400.00| 2100.00000 4200.00| Junction Boxes, Type 3 (Modified) | | | 0910 621B001 1.000 EACH| 500.00000 500.00| 600.00000 600.00| Junction Box Units, Type 1, 2P Or 5 | | | 0920 621C015 1.000 EACH| 2150.00000 2150.00| 2000.00000 2000.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0930 621C020 32.000 EACH| 1700.00000 54400.00| 1400.00000 44800.00| Inlets, Type Y | | | 0940 621D015 1.000 EACH| 500.00000 500.00| 575.00000 575.00| Inlet Units, Type S1 Or S3 | | | 0950 621D019 36.000 EACH| 450.00000 16200.00| 725.00000 26100.00| Inlet Units, Type Y | | | 0960 623C000 850.000 LF | 15.00000 12750.00| 10.00000 8500.00| Combination Curb & Gutter, Type C | | | 0970 630A001 809.000 LF | 12.00000 9708.00| 11.00000 8899.00| Steel Beam Guardrail, Class A, Type 2 | | | 0980 630A011 1070.000 LF | 9.00000 9630.00| 6.50000 6955.00| Steel Beam Guardrail, Class A, Type 1 | | | (Temporary) | | | 0990 630C000 5.000 EACH| 1300.00000 6500.00| 1125.00000 5625.00| Guardrail End Anchor, Type 10 | | | 1000 630C003 5.000 EACH| 800.00000 4000.00| 925.00000 4625.00| Guardrail End Anchor, Type 13 | | | 1010 630C029 2.000 EACH| 1000.00000 2000.00| 750.00000 1500.00| Guardrail End Anchor, Type 13 | | | (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -17 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01087 |( ) |MCINNIS, LLC |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 630C050 2.000 EACH| 1200.00000 2400.00| 1450.00000 2900.00| Guardrail End Anchor, Type 20 Series | | | 1030 650B000 20733.000 CUYD| 4.10000 85005.30| 4.10000 85005.30| Topsoil From Stockpiles | | | 1040 651B000 78.000 TON | 30.00000 2340.00| 30.00000 2340.00| Agricultural Limestone | | | 1050 652A061 39.000 ACRE| 440.00000 17160.00| 440.00000 17160.00| Seeding (Mix 3E) | | | 1060 654A001 5823.000 SQYD| 2.75000 16013.25| 2.75000 16013.25| Solid Sodding (Bermuda) | | | 1070 656A000 38.000 ACRE| 350.00000 13300.00| 350.00000 13300.00| Mulching, Class A, Type 1 | | | 1080 656A001 1.000 ACRE| 525.00000 525.00| 525.00000 525.00| Mulching, Class A, Type 2 | | | 1090 665A000 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| Temporary Seeding | | | 1100 665B000 1.000 ACRE| 450.00000 450.00| 450.00000 450.00| Temporary Mulching | | | 1110 665F000 2758.000 EACH| 4.00000 11032.00| 4.00000 11032.00| Hay Bales | | | 1120 665G000 16.000 EACH| 8.00000 128.00| 8.00000 128.00| Sand Bags | | | 1130 665I000 1839.000 TON | 26.00000 47814.00| 26.00000 47814.00| Temporary Riprap, Class 2 | | | 1140 665J000 20302.000 LF | 3.75000 76132.50| 3.75000 76132.50| Silt Fence, Type A | | | 1150 665K000 220.000 CUYD| 10.00000 2200.00| 10.00000 2200.00| Drainage Sump Excavation | | | 1160 665L000 113.000 LF | 50.00000 5650.00| 50.00000 5650.00| Floating Basin Boom | | | 1170 680A000 LUMP| 65000.00000 65000.00| 100000.00000 100000.00| Engineering Controls | | | 1180 701C003 4.000 MILE| 500.00000 2000.00| 500.00000 2000.00| Solid Temporary Traffic Stripe (Paint) | | | 1190 701C006 1.000 MILE| 6800.00000 6800.00| 6800.00000 6800.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1200 701G121 800.000 LF | 1.20000 960.00| 1.20000 960.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -18 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01087 |( ) |MCINNIS, LLC |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 701G125 800.000 LF | 2.50000 2000.00| 2.50000 2000.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1220 701G133 800.000 LF | 2.75000 2200.00| 2.75000 2200.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1230 701H000 2640.000 LF | 0.50000 1320.00| 0.50000 1320.00| Solid Traffic Stripe Removed (Paint) | | | 1240 701H001 2640.000 LF | 0.50000 1320.00| 0.50000 1320.00| Solid Traffic Stripe Removed (Plastic) | | | 1250 702A040 2.000 MILE| 2200.00000 4400.00| 2200.00000 4400.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1260 702A041 3.000 MILE| 4200.00000 12600.00| 4200.00000 12600.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1270 702A042 1.000 MILE| 2200.00000 2200.00| 2200.00000 2200.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1280 702A043 3.000 MILE| 4200.00000 12600.00| 4200.00000 12600.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1290 702B011 2626.000 LF | 2.00000 5252.00| 2.00000 5252.00| Dotted Profiled Traffic Stripe (6" Wide | | | 1300 703A002 497.000 SQFT| 2.50000 1242.50| 2.50000 1242.50| Traffic Control Markings, Class 2, Type | | | A | | | 1310 703B002 329.000 SQFT| 3.50000 1151.50| 3.50000 1151.50| Traffic Control Legends, Class 2, Type | | | 1320 703D002 1900.000 SQFT| 1.30000 2470.00| 1.30000 2470.00| Temporary Traffic Control Markings | | | (Paint) | | | 1330 705A011 834.000 EACH| 5.00000 4170.00| 5.00000 4170.00| Pavement Markers, Class C, Type 1-A | | | 1340 705A012 734.000 EACH| 5.00000 3670.00| 5.00000 3670.00| Pavement Markers, Class C, Type 1-B | | | 1350 705A022 191.000 EACH| 5.00000 955.00| 5.00000 955.00| Pavement Markers, Class C, Type 2-C | | | 1360 705A023 78.000 EACH| 5.00000 390.00| 5.00000 390.00| Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 004 -19 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030627004 COUNTIES : COVINGTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 01087 |( ) |MCINNIS, LLC |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 705A024 305.000 EACH| 5.00000 1525.00| 5.00000 1525.00| Pavement Markers, Class C, Type 2-E | | | 1380 705A030 73.000 EACH| 5.50000 401.50| 5.50000 401.50| Pavement Markers, Class A-H, Type 2-C | | | 1390 705A031 109.000 EACH| 5.50000 599.50| 5.50000 599.50| Pavement Markers, Class A-H, Type 1-A | | | 1400 705A032 103.000 EACH| 5.50000 566.50| 5.50000 566.50| Pavement Markers, Class A-H, Type 1-B | | | 1410 705A037 44.000 EACH| 5.50000 242.00| 5.50000 242.00| Pavement Markers, Class A-H, Type 2-D | | | 1420 705A038 103.000 EACH| 5.50000 566.50| 5.50000 566.50| Pavement Markers, Class A-H, Type 2-E | | | 1430 740B000 1195.000 SQFT| 7.50000 8962.50| 7.35000 8783.25| Construction Signs | | | 1440 740D000 659.000 EACH| 58.00000 38222.00| 100.00000 65900.00| Channelizing Drums | | | 1450 740E000 30.000 EACH| 12.00000 360.00| 15.00000 450.00| Cones (36 Inches High) | | | 1460 740F002 46.000 EACH| 181.00000 8326.00| 300.00000 13800.00| Barricades, Type III | | | 1470 740I005 23.000 EACH| 530.00000 12190.00| 500.00000 11500.00| Warning Lights, Type B (Detachable Head | | | 1480 740M001 30.000 EACH| 6.00000 180.00| 8.00000 240.00| Ballast For Cone | | | 1490 741C010 1.000 EACH| 3500.00000 3500.00| 3000.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1500 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,834,699.29| $ 5,903,029.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,834,699.29| $ 5,903,029.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20030627005 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I020(316) for constructing the Additional Lanes (Including Bridge Widening and Lighting) on I-20 from MP 139.57 west of U.S.#78 to MP 140.64 east of U.S.#78 in Leeds. Length 0.970 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 3,277,754.08 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 4,140,685.22 126.3269% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030627005 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 04013 |( ) |ALABAMA BRIDGE BUILDERS, IN |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 201A000 LUMP| 179500.00000 179500.00| 292000.00000 292000.00| Clearing & Grubbing (Approximately 2 | | | acres) | | | 0020 206A050 LUMP| 100000.00000 100000.00| 127570.42000 127570.42| Removal Of Old Bridge, (Partial) Sta. | | | 34+97.93, I-20 WBL | | | 0030 206C002 345.000 SQYD| 2.50000 862.50| 13.43000 4633.35| Removing Concrete Slope Paving | | | 0040 206C016 257.000 SQYD| 4.50000 1156.50| 13.43000 3451.51| Removing Concrete Slope Paving (Under | | | Bridges) | | | 0050 206D001 1381.000 LF | 2.25000 3107.25| 0.63000 870.03| Removing Guardrail | | | 0060 206D002 100.000 LF | 3.00000 300.00| 13.43000 1343.00| Removing Curb | | | 0070 206D010 50.000 LF | 30.00000 1500.00| 67.14000 3357.00| Removing Safety Barrier | | | 0080 206E001 7.000 EACH| 80.00000 560.00| 1208.56000 8459.92| Removing Inlets | | | 0090 206E008 11.000 EACH| 110.00000 1210.00| 63.45000 697.95| Removing Guardrail End Anchor (All Type | | | 0100 206E042 1.000 EACH| 125.00000 125.00| 1342.85000 1342.85| Removing Inlets (Partial) | | | 0110 210A000 4868.000 CUYD| 11.50000 55982.00| 14.50000 70586.00| Unclassified Excavation | | | 0120 214A000 882.000 CUYD| 6.00000 5292.00| 19.47000 17172.54| Structure Excavation | | | 0130 214B001 331.000 CUYD| 25.00000 8275.00| 32.23000 10668.13| Foundation Backfill, Commercial | | | 0140 215A000 203.000 CUYD| 25.00000 5075.00| 31.89000 6473.67| Unclassified Bridge Excavation | | | 0150 215B000 LUMP| 15000.00000 15000.00| 19135.56000 19135.56| Cofferdams Or Sheeting And Shoring, Sta | | | 36+97.93 WBL | | | 0160 230A000 58.000 RBST| 350.00000 20300.00| 413.07000 23958.06| Roadbed Processing | | | 0170 301A012 13940.000 SQYD| 6.79000 94652.60| 6.06000 84476.40| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030627005 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 04013 |( ) |ALABAMA BRIDGE BUILDERS, IN |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 327E000 2928.000 TON | 34.39000 100693.92| 35.54000 104061.12| Permeable Asphalt Treated Base | | | 0190 401A043 13940.000 SQYD| 0.43000 5994.20| 1.76000 24534.40| Bituminous Treatment AE | | | 0200 405A000 3904.000 GAL | 1.00000 3904.00| 1.00000 3904.00| Tack Coat | | | 0210 408A051 2847.000 SQYD| 3.95000 11245.65| 3.25000 9252.75| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0220 410B000 1.000 EACH| 2200.00000 2200.00| 3223.08000 3223.08| State Furnished Profilograph | | | 0230 420A011 1541.000 TON | 61.75000 95156.75| 65.70000 101243.70| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0240 423A002 1259.000 TON | 51.70000 65090.30| 52.60000 66223.40| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0250 424A287 1341.000 TON | 40.25000 53975.25| 40.07000 53733.87| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 424A288 120.000 TON | 58.45000 7014.00| 40.08000 4809.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424A361 1112.000 TON | 41.00000 45592.00| 45.42000 50507.04| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424B282 2156.000 TON | 41.45000 89366.20| 39.56000 85291.36| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0290 424B286 200.000 TON | 68.50000 13700.00| 55.70000 11140.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0300 424B582 2286.000 TON | 37.30000 85267.80| 36.39000 83187.54| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030627005 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 04013 |( ) |ALABAMA BRIDGE BUILDERS, IN |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424C281 2462.000 TON | 36.65000 90232.30| 36.02000 88681.24| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0320 428C000 12321.000 LF | 0.20000 2464.20| 0.43000 5298.03| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0330 450B000 143.000 SQYD| 85.00000 12155.00| 108.43000 15505.49| Reinforced Cement Concrete Bridge End | | | Slab | | | 0340 502A000 20460.000 LB | 0.50000 10230.00| 0.63000 12889.80| Steel Reinforcement | | | 0350 502B000 LUMP| 25000.00000 25000.00| 31892.61000 31892.61| Steel Reinforcement For Bridge | | | Superstructure, Station 36+97.93, WBL, | | | Approx. | | | 0360 505G002 12.000 EACH| 100.00000 1200.00| 127.57000 1530.84| Pile Points (Type A, 10") | | | 0370 505M000 247.000 LF | 21.00000 5187.00| 26.79000 6617.13| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0380 508A000 1242.000 LB | 5.00000 6210.00| 6.38000 7923.96| Structural Steel | | | 0390 508B000 1.000 EACH| 602700.00000 602700.00| 861100.36000 861100.36| Structural Steel Superstructure, 89' | | | -105' -105' -89 Continous Span | | | (Speciality Item) | | | 0400 510A000 129.000 CUYD| 250.00000 32250.00| 318.93000 41141.97| Bridge Substructure Concrete, Class A | | | 0410 510C051 LUMP| 136500.00000 136500.00| 255140.84000 255140.84| Bridge Concrete Superstructure, Sta. | | | 36+97.93, WBL, Approx. | | | 0420 510E000 547.000 SQYD| 5.00000 2735.00| 6.38000 3489.86| Grooving Concrete Bridge Decks | | | 0430 511A004 10.000 EACH| 1000.00000 10000.00| 1275.70000 12757.00| Elastomeric Bearings, Type 4 | | | 0440 530A002 1088.000 LF | 35.00000 38080.00| 44.65000 48579.20| 24" Roadway Pipe (Class 3 R.C.) | | | 0450 600A000 LUMP| 391250.00000 391250.00| 500000.00000 500000.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030627005 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 04013 |( ) |ALABAMA BRIDGE BUILDERS, IN |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 605A001 1895.000 LF | 5.00000 9475.00| 7.92000 15008.40| Pavement Edge Drain | | | 0470 605A004 2793.000 LF | 6.50000 18154.50| 9.51000 26561.43| Pavement Median Drain | | | 0480 605B001 13.000 EACH| 350.00000 4550.00| 444.15000 5773.95| Special Underdrain Outlet, Type B | | | 0490 614A000 20.000 CUYD| 250.00000 5000.00| 317.25000 6345.00| Slope Paving | | | 0500 614A001 17.000 CUYD| 400.00000 6800.00| 444.15000 7550.55| Slope Paving (Under Bridges) | | | 0510 621A004 1.000 EACH| 5000.00000 5000.00| 6344.95000 6344.95| Junction Boxes, Type 4 | | | 0520 621C075 12.000 EACH| 4500.00000 54000.00| 5710.45000 68525.40| Inlets, Type E4 (Modified) | | | 0530 621D047 11.000 EACH| 600.00000 6600.00| 951.74000 10469.14| Inlet Units, Type E4 | | | 0540 623B000 100.000 LF | 8.50000 850.00| 19.03000 1903.00| Concrete Curb, Type N | | | 0550 629A008 50.000 LF | 31.00000 1550.00| 190.35000 9517.50| Concrete Median Or Safety Barrier, Type | | | 5 | | | 0560 629A055 15.000 LF | 115.00000 1725.00| 158.62000 2379.30| Concrete Median Or Safety Barrier, Type | | | TES (Modified) | | | 0570 629A057 985.000 LF | 51.50000 50727.50| 82.50000 81262.50| Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0580 629A058 1880.000 LF | 58.50000 109980.00| 83.75000 157450.00| Concrete Median Or Safety Barrier, Type | | | GS-54(SE) | | | 0590 629A072 20.000 LF | 125.00000 2500.00| 253.80000 5076.00| Concrete Median or Safety Barrier, Type | | | GS-54-PP (Special) | | | 0600 630A001 650.000 LF | 10.50000 6825.00| 15.23000 9899.50| Steel Beam Guardrail, Class A, Type 2 | | | 0610 630C001 2.000 EACH| 600.00000 1200.00| 634.49000 1268.98| Guardrail End Anchor, Type 8 | | | 0620 630C040 1.000 EACH| 1400.00000 1400.00| 824.84000 824.84| Guardrail End Anchor, Type 13 (Modified | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030627005 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 04013 |( ) |ALABAMA BRIDGE BUILDERS, IN |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 630C070 2.000 EACH| 1200.00000 2400.00| 1776.59000 3553.18| Guardrail End Anchor, Type 10 Series | | | 0640 650B000 364.000 CUYD| 11.50000 4186.00| 20.14000 7330.96| Topsoil From Stockpiles | | | 0650 652A050 1.000 ACRE| 800.00000 800.00| 1015.19000 1015.19| Seeding (Mix 1A) | | | 0660 652A053 1.000 ACRE| 800.00000 800.00| 1015.19000 1015.19| Seeding (Mix 1E) | | | 0670 654A001 32.000 SQYD| 6.00000 192.00| 7.61000 243.52| Solid Sodding (Bermuda) | | | 0680 656A000 2.000 ACRE| 750.00000 1500.00| 951.74000 1903.48| Mulching, Class A, Type 1 | | | 0690 659A000 250.000 SQYD| 3.00000 750.00| 3.81000 952.50| Erosion Control Netting, Class A | | | 0700 659A001 250.000 SQYD| 3.00000 750.00| 3.81000 952.50| Erosion Control Netting, Class B | | | 0710 665F000 120.000 EACH| 6.00000 720.00| 8.06000 967.20| Hay Bales | | | 0720 665J000 850.000 LF | 4.50000 3825.00| 5.37000 4564.50| Silt Fence, Type A | | | 0730 665N000 240.000 TON | 45.00000 10800.00| 40.29000 9669.60| Temporary Coarse Aggregate For Inlet | | | Protection | | | 0740 666A001 1.000 ACRE| 40.00000 40.00| 50.76000 50.76| Pest Control Treatment | | | 0750 680A000 LUMP| 52000.00000 52000.00| 106756.30000 106756.30| Engineering Controls | | | 0760 701C000 5.000 MILE| 750.00000 3750.00| 956.78000 4783.90| Broken Temporary Traffic Stripe | | | 0770 701C001 6.000 MILE| 750.00000 4500.00| 956.78000 5740.68| Solid Temporary Traffic Stripe | | | 0780 701C006 1.000 MILE| 6800.00000 6800.00| 8674.79000 8674.79| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0790 701D009 1.000 MILE| 1000.00000 1000.00| 1275.70000 1275.70| Solid Traffic Stripe Removed (Tape) | | | 0800 701F000 675.000 LF | 0.25000 168.75| 0.32000 216.00| Dotted Temporary Traffic Stripe | | | 0810 701G121 1358.000 LF | 1.35000 1833.30| 1.72000 2335.76| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030627005 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 04013 |( ) |ALABAMA BRIDGE BUILDERS, IN |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 701G125 494.000 LF | 4.40000 2173.60| 5.61000 2771.34| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0830 701G133 494.000 LF | 4.54000 2242.76| 5.79000 2860.26| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0840 702A040 4.000 MILE| 2300.00000 9200.00| 2934.12000 11736.48| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0850 702A041 2.000 MILE| 5000.00000 10000.00| 6378.52000 12757.04| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0860 702A043 2.000 MILE| 5000.00000 10000.00| 6378.52000 12757.04| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0870 702B011 600.000 LF | 2.20000 1320.00| 2.81000 1686.00| Dotted Profiled Traffic Stripe (6" Wide | | | 0880 703A002 1172.000 SQFT| 2.50000 2930.00| 3.19000 3738.68| Traffic Control Markings, Class 2, Type | | | A | | | 0890 703C000 1172.000 SQFT| 3.00000 3516.00| 3.83000 4488.76| Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0900 703C003 300.000 SQFT| 1.00000 300.00| 1.28000 384.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Tape) | | | 0910 703D000 300.000 SQFT| 15.00000 4500.00| 19.14000 5742.00| Temporary Traffic Control Markings(Tape | | | 0920 703D002 1520.000 SQFT| 1.30000 1976.00| 1.66000 2523.20| Temporary Traffic Control Markings | | | (Paint) | | | 0930 705A011 310.000 EACH| 5.25000 1627.50| 6.70000 2077.00| Pavement Markers, Class C, Type 1-A | | | 0940 705A012 155.000 EACH| 5.25000 813.75| 6.70000 1038.50| Pavement Markers, Class C, Type 1-B | | | 0950 705A022 475.000 EACH| 5.25000 2493.75| 6.70000 3182.50| Pavement Markers, Class C, Type 2-C | | | 0960 705A030 240.000 EACH| 5.75000 1380.00| 7.34000 1761.60| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030627005 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 04013 |( ) |ALABAMA BRIDGE BUILDERS, IN |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 705A031 700.000 EACH| 5.75000 4025.00| 7.34000 5138.00| Pavement Markers, Class A-H, Type 1-A | | | 0980 705A032 93.000 EACH| 5.75000 534.75| 7.34000 682.62| Pavement Markers, Class A-H, Type 1-B | | | 0990 707G000 146.000 EACH| 7.00000 1022.00| 13.43000 1960.78| Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1000 710A115 48.000 SQFT| 26.50000 1272.00| 24.17000 1160.16| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1010 710B001 39.000 LF | 8.50000 331.50| 7.39000 288.21| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1020 720A031 1.000 EACH| 30000.00000 30000.00| 34897.23000 34897.23| Vehicular Impact Attenuator | | | Assembly(Bi-directional, "70 mph") | | | 1030 726A000 1560.000 LF | 40.00000 62400.00| 44.42000 69295.20| Portable Concrete Safety Barriers, Type | | | 6 | | | 1040 726A001 50.000 LF | 50.00000 2500.00| 76.14000 3807.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 1050 726D025 5.000 EACH| 21000.00000 105000.00| 9517.42000 47587.10| Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1060 740B000 2499.000 SQFT| 10.00000 24990.00| 9.40000 23490.60| Construction Signs | | | 1070 740C000 161.000 SQFT| 12.00000 1932.00| 10.74000 1729.14| Special Construction Signs | | | 1080 740D000 240.000 EACH| 85.00000 20400.00| 79.23000 19015.20| Channelizing Drums | | | 1090 740E000 100.000 EACH| 15.00000 1500.00| 20.14000 2014.00| Cones (36 Inches High) | | | 1100 740F002 4.000 EACH| 215.00000 860.00| 201.43000 805.72| Barricades, Type III | | | 1110 740I005 2.000 EACH| 225.00000 450.00| 208.14000 416.28| Warning Lights, Type B (Detachable Head | | | 1120 740L004 58.000 EACH| 90.00000 5220.00| 80.57000 4673.06| Vertical Panel Type II, Single-Sided | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030627005 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 04013 |( ) |ALABAMA BRIDGE BUILDERS, IN |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 740M001 100.000 EACH| 6.00000 600.00| 8.39000 839.00| Ballast For Cone | | | 1140 741C010 4.000 EACH| 2500.00000 10000.00| 2148.55000 8594.20| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1150 742A001 2.000 EACH| 13000.00000 26000.00| 12085.62000 24171.24| Portable Changeable Message Sign, Type | | | 1160 745A000 10.000 HOUR| 40.00000 400.00| 40.29000 402.90| Uniformed Police Officer | | | 1170 750R000 LUMP| 100000.00000 100000.00| 69794.45000 69794.45| Area Lighting System (I-20/ U.S. 78 | | | Interchange) | | | 1180 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,277,754.08| $ 4,140,685.22| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,277,754.08| $ 4,140,685.22| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20030627007 COUNTIES : BLOUNT LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 CONTRACT TIME : 11/15/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I065(310) for constructing the Planing, Resurfacing and Traffic Stripe on I-65 from north of S.R.#160 (MP 284.943) to the Cullman County line. Length 5.755 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 4,171,263.14 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 4,343,762.57 104.1354% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 5,094,974.84 122.1447% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030627007 COUNTIES : BLOUNT LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |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 401B108 60340.000 SQYD| 0.65000 39221.00| 0.67800 40910.52| 0.82000 49478.80 Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 408A053 80774.000 SQYD| 0.65000 52503.10| 1.00000 80774.00| 1.39000 112275.86 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0030 408A054 20680.000 SQYD| 0.78000 16130.40| 1.00000 20680.00| 3.96000 81892.80 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0035 408A055 80285.000 SQYD| 1.03000 82693.55| 1.00000 80285.00| 4.35000 349239.75 Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0040 408A056 80285.000 SQYD| 0.85000 68242.25| 1.00000 80285.00| 3.06000 245672.10 Planing Existing Pavement | | | (Approximately 5.10" Thru 6.0" Thick) | | | 0045 410C000 1.000 EACH| 10000.00000 10000.00| 6000.00000 6000.00| 23299.54000 23299.54 Contractor Retained Profilograph | | | 0050 410H000 1.000 EACH| 53424.00000 53424.00| 50000.00000 50000.00| 109933.34000 109933.34 Material Remixing Device | | | 0060 420A011 11162.000 TON | 50.84000 567476.08| 50.52000 563904.24| 64.14000 715930.68 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0070 423A002 19911.000 TON | 48.40000 963692.40| 45.62000 908339.82| 52.88000 1052893.68 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0080 423B000 14050.000 TON | 43.90000 616795.00| 45.62000 640961.00| 43.66000 613423.00 Stone Matrix Asphalt Binder Layer, 1 | | | 1/2" Maximum Aggregate Size | | | 0085 423B001 10036.000 TON | 47.50000 476710.00| 45.62000 457842.32| 50.93000 511133.48 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0090 424B586 1573.000 TON | 55.00000 86515.00| 45.62000 71760.26| 40.57000 63816.61 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B590 3619.000 TON | 32.49000 117581.31| 45.62000 165098.78| 41.23000 149211.37 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030627007 COUNTIES : BLOUNT LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 600A000 LUMP| 386274.00000 386274.00| 525000.00000 525000.00| 235682.02000 235682.02 Mobilization | | | 0120 605A001 60214.000 LF | 3.50000 210749.00| 4.17000 251092.38| 4.80000 289027.20 Pavement Edge Drain | | | 0130 605B000 124.000 EACH| 350.00000 43400.00| 247.00000 30628.00| 312.09000 38699.16 Special Underdrain Outlet, Type A | | | 0140 606A000 1500.000 LF | 10.00000 15000.00| 10.00000 15000.00| 9.37000 14055.00 6" Underdrain Pipe | | | 0150 701C000 47.000 MILE| 424.20000 19937.40| 420.00000 19740.00| 527.08000 24772.76 Broken Temporary Traffic Stripe | | | 0160 701C001 44.000 MILE| 565.60000 24886.40| 560.00000 24640.00| 702.77000 30921.88 Solid Temporary Traffic Stripe | | | 0170 702A040 24.000 MILE| 2373.50000 56964.00| 2350.00000 56400.00| 2949.13000 70779.12 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A041 10.000 MILE| 4646.00000 46460.00| 4600.00000 46000.00| 5772.77000 57727.70 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A043 12.000 MILE| 4646.00000 55752.00| 4600.00000 55200.00| 5772.77000 69273.24 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702B011 4093.000 LF | 2.22000 9086.46| 2.20000 9004.60| 2.76000 11296.68 Dotted Profiled Traffic Stripe (6" Wide | | | 0210 703A002 1767.000 SQFT| 2.53000 4470.51| 2.50000 4417.50| 3.14000 5548.38 Traffic Control Markings, Class 2, Type | | | A | | | 0220 705A030 808.000 EACH| 5.81000 4694.48| 5.75000 4646.00| 7.21000 5825.68 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 2366.000 EACH| 5.81000 13746.46| 5.75000 13604.50| 7.21000 17058.86 Pavement Markers, Class A-H, Type 1-A | | | 0240 728A000 2.000 EACH| 14000.00000 28000.00| 15000.00000 30000.00| 15851.99000 31703.98 Truck Mounted Impact Attenuator Unit | | | 0250 740B000 2734.000 SQFT| 7.42000 20286.28| 7.35000 20094.90| 9.25000 25289.50 Construction Signs | | | 0260 740C000 225.000 SQFT| 7.42000 1669.50| 7.35000 1653.75| 9.25000 2081.25 Special Construction Signs | | | 0270 740D000 938.000 EACH| 55.12000 51702.56| 55.00000 51590.00| 68.69000 64431.22 Channelizing Drums | | | 0280 741C010 4.000 EACH| 1500.00000 6000.00| 1890.00000 7560.00| 2377.80000 9511.20 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030627007 COUNTIES : BLOUNT LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 742A001 2.000 EACH| 10000.00000 20000.00| 4725.00000 9450.00| 5944.50000 11889.00 Portable Changeable Message Sign, Type | | | 0300 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,171,263.14| $ 4,343,762.57| $ 5,094,974.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,171,263.14| $ 4,343,762.57| $ 5,094,974.84 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 CONTRACT TIME : 225 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0101(525) for constructing the Additional Lanes (Grade, Drainage and Bridge Culverts) on S.R.#6 (U.S.#82) from C.R.#75 to west of Reform. Length 3.787 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 2,894,189.74 100.0000% 2 02091 BOYD EXCAVATING, INC. $ 3,156,976.09 109.0798% 3 02096 E. O. BYARS CONSTRUCTION, INC. $ 3,267,823.71 112.9098% 4 05009 EUTAW CONSTRUCTION COMPANY, INC. $ 3,425,953.20 118.3735% 5 20050 TOMLIN CONSTRUCTION, LLC $ 3,542,568.06 122.4028% 6 23068 WAITES CONSTRUCTION COMPANY, INC. $ 4,518,767.25 156.1324% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 02091 |( 3 ) 02096 |RACON, INC. |BOYD EXCAVATING, INC. |E. O. BYARS CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 223045.53000 223045.53| 178000.00000 178000.00| 165000.00000 165000.00 Clearing & Grubbing (Approximately 90 | | | Acres) | | | 0020 206D000 278.000 LF | 5.00000 1390.00| 5.00000 1390.00| 2.00000 556.00 Removing Pipe | | | 0030 206E000 25.000 EACH| 350.00000 8750.00| 100.00000 2500.00| 50.00000 1250.00 Removing Headwalls | | | 0040 210A000 600525.000 CUYD| 0.80000 480420.00| 1.22000 732640.50| 1.80000 1080945.00 Unclassified Excavation | | | 0050 210D011 135476.000 CUYD| 1.00000 135476.00| 1.98000 268242.48| 2.50000 338690.00 Borrow Excavation (A-4 or Better) | | | 0060 214A000 4427.000 CUYD| 4.00000 17708.00| 5.00000 22135.00| 3.50000 15494.50 Structure Excavation | | | 0070 214B001 1769.000 CUYD| 22.00000 38918.00| 19.63000 34725.47| 19.00000 33611.00 Foundation Backfill, Commercial | | | 0080 243A030 10000.000 SQYD| 2.00000 20000.00| 3.32000 33200.00| 1.80000 18000.00 Geosynthetic Reinforcment For Subgrade | | | Stabilization, Type 1 | | | 0090 305B000 9000.000 TON | 12.50000 112500.00| 15.96000 143640.00| 11.00000 99000.00 Crushed Aggregate, Section 822, For | | | Miscellaneous Use | | | 0100 305B060 1000.000 TON | 15.50000 15500.00| 16.00000 16000.00| 21.85000 21850.00 Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0110 502A000 223870.000 LB | 0.45000 100741.50| 0.41000 91786.70| 0.40000 89548.00 Steel Reinforcement | | | 0120 524B011 1137.000 CUYD| 335.00000 380895.00| 275.00000 312675.00| 275.00000 312675.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0130 530A001 1307.000 LF | 16.50000 21565.50| 21.00000 27447.00| 17.85000 23329.95 18" Roadway Pipe (Class 3 R.C.) | | | 0140 530A002 2173.000 LF | 20.00000 43460.00| 25.25000 54868.25| 22.85000 49653.05 24" Roadway Pipe (Class 3 R.C.) | | | 0150 530A003 191.000 LF | 46.00000 8786.00| 30.22000 5772.02| 29.80000 5691.80 30" Roadway Pipe (Class 3 R.C.) | | | 0160 530A004 330.000 LF | 32.00000 10560.00| 42.00000 13860.00| 36.43000 12021.90 36" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 02091 |( 3 ) 02096 |RACON, INC. |BOYD EXCAVATING, INC. |E. O. BYARS CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 530A005 252.000 LF | 42.00000 10584.00| 49.90000 12574.80| 44.07000 11105.64 42" Roadway Pipe (Class 3 R.C.) | | | 0180 530A013 154.000 LF | 21.00000 3234.00| 26.95000 4150.30| 25.44000 3917.76 24" Roadway Pipe (Class 4 R.C.) | | | 0190 530A014 299.000 LF | 27.00000 8073.00| 35.00000 10465.00| 32.66000 9765.34 30" Roadway Pipe (Class 4 R.C.) | | | 0200 530A017 130.000 LF | 55.00000 7150.00| 68.00000 8840.00| 63.90000 8307.00 48" Roadway Pipe (Class 4 R.C.) | | | 0210 530A024 28.000 LF | 23.00000 644.00| 46.50000 1302.00| 32.00000 896.00 24" Roadway Pipe (Class 5 R.C.) | | | 0220 530A028 60.000 LF | 55.00000 3300.00| 89.90000 5394.00| 73.45000 4407.00 48" Roadway Pipe (Class 5 R.C.) | | | 0230 530A101 6.000 LF | 100.00000 600.00| 100.00000 600.00| 20.00000 120.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 535A002 459.000 LF | 18.00000 8262.00| 19.00000 8721.00| 22.00000 10098.00 24" Side Drain Pipe | | | 0250 535B093 56.000 LF | 50.00000 2800.00| 52.20000 2923.20| 42.85000 2399.60 36" Span, 23" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0260 600A000 LUMP| 334568.29000 334568.29| 248500.00000 248500.00| 41000.00000 41000.00 Mobilization | | | 0270 601A000 1.000 EACH| 1500.00000 1500.00| 6850.00000 6850.00| 7000.00000 7000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0280 602A000 15.000 EACH| 75.00000 1125.00| 125.00000 1875.00| 85.00000 1275.00 Right Of Way Markers | | | 0290 606A012 7700.000 LF | 6.65000 51205.00| 8.15000 62755.00| 8.00000 61600.00 6" Underdrain Pipe, Type 8 | | | 0300 610C001 2943.000 TON | 18.50000 54445.50| 19.00000 55917.00| 23.10000 67983.30 Loose Riprap, Class 2 | | | 0310 610D000 2324.000 SQYD| 1.50000 3486.00| 2.43000 5647.32| 1.50000 3486.00 Filter Blanket | | | 0320 614A000 762.000 CUYD| 200.00000 152400.00| 218.50000 166497.00| 245.00000 186690.00 Slope Paving | | | 0330 619A002 9.000 EACH| 450.00000 4050.00| 500.00000 4500.00| 365.00000 3285.00 18" Roadway Pipe End Treatment, Class 1 | | | 0340 619A003 14.000 EACH| 565.00000 7910.00| 575.00000 8050.00| 450.00000 6300.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 02091 |( 3 ) 02096 |RACON, INC. |BOYD EXCAVATING, INC. |E. O. BYARS CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 619A004 4.000 EACH| 750.00000 3000.00| 600.00000 2400.00| 565.00000 2260.00 30" Roadway Pipe End Treatment, Class 1 | | | 0360 619A005 3.000 EACH| 850.00000 2550.00| 1200.00000 3600.00| 700.00000 2100.00 36" Roadway Pipe End Treatment, Class 1 | | | 0370 619A006 1.000 EACH| 1150.00000 1150.00| 1800.00000 1800.00| 800.00000 800.00 42" Roadway Pipe End Treatment, Class 1 | | | 0380 619A007 1.000 EACH| 800.00000 800.00| 900.00000 900.00| 900.00000 900.00 48" Roadway Pipe End Treatment, Class 1 | | | 0390 619A055 1.000 EACH| 2200.00000 2200.00| 2400.00000 2400.00| 725.00000 725.00 36" Roadway Pipe End Treatment, Class 2 | | | 0400 619A102 16.000 EACH| 565.00000 9040.00| 600.00000 9600.00| 420.00000 6720.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0410 619B118 2.000 EACH| 1150.00000 2300.00| 850.00000 1700.00| 725.00000 1450.00 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0420 620A000 2.000 CUYD| 750.00000 1500.00| 2000.00000 4000.00| 300.00000 600.00 Minor Structure Concrete | | | 0430 621A000 13.000 EACH| 1450.00000 18850.00| 1800.00000 23400.00| 1400.00000 18200.00 Junction Boxes, Type 1, 1P Or 5 | | | 0440 621A001 2.000 EACH| 1750.00000 3500.00| 2200.00000 4400.00| 1450.00000 2900.00 Junction Boxes, Type 1, 2P Or 5 | | | 0450 621A004 1.000 EACH| 4000.00000 4000.00| 4200.00000 4200.00| 2500.00000 2500.00 Junction Boxes, Type 4 | | | 0460 621A016 9.000 EACH| 2500.00000 22500.00| 2200.00000 19800.00| 1700.00000 15300.00 Junction Boxes, Type 4, 1P Or 5 | | | 0470 621A017 5.000 EACH| 2500.00000 12500.00| 2450.00000 12250.00| 2300.00000 11500.00 Junction Boxes, Type 4, 2P Or 5 | | | 0480 621A034 1.000 EACH| 2500.00000 2500.00| 7500.00000 7500.00| 1590.00000 1590.00 Junction Boxes, Type 4 (Modified) | | | 0490 621B000 2.000 EACH| 450.00000 900.00| 550.00000 1100.00| 475.00000 950.00 Junction Box Units, Type 1, 1P Or 5 | | | 0500 621B013 9.000 EACH| 750.00000 6750.00| 550.00000 4950.00| 500.00000 4500.00 Junction Box Units, Type 4, 1P Or 5 | | | 0510 621B019 5.000 EACH| 750.00000 3750.00| 1250.00000 6250.00| 1000.00000 5000.00 Junction Box Units, Type 4, 2P Or 5 | | | 0520 621C020 22.000 EACH| 1300.00000 28600.00| 1300.00000 28600.00| 1075.00000 23650.00 Inlets, Type Y | | | 0530 621C027 1.000 EACH| 1500.00000 1500.00| 1250.00000 1250.00| 1000.00000 1000.00 Inlets, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 02091 |( 3 ) 02096 |RACON, INC. |BOYD EXCAVATING, INC. |E. O. BYARS CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 621C101 5.000 EACH| 3600.00000 18000.00| 3600.00000 18000.00| 2600.00000 13000.00 Inlets, Type GH (Modified) | | | 0550 621C132 7.000 EACH| 1400.00000 9800.00| 1750.00000 12250.00| 3200.00000 22400.00 Inlets, Type Y (Modified) | | | 0560 621D002 1.000 EACH| 300.00000 300.00| 600.00000 600.00| 400.00000 400.00 Inlet Units, Type C | | | 0570 621D019 26.000 EACH| 300.00000 7800.00| 550.00000 14300.00| 390.00000 10140.00 Inlet Units, Type Y | | | 0580 621I001 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 4000.00000 4000.00 Stilling Basins, Type 1 | | | 0590 637A001 72.000 LF | 10.00000 720.00| 15.00000 1080.00| 6.00000 432.00 Fence Reset (Includes All Types) | | | 0600 650B000 48423.000 CUYD| 0.50000 24211.50| 1.95000 94424.85| 2.50000 121057.50 Topsoil From Stockpiles | | | 0610 651B000 104.000 TON | 31.50000 3276.00| 30.00000 3120.00| 36.75000 3822.00 Agricultural Limestone | | | 0620 652A054 21.000 ACRE| 525.00000 11025.00| 490.00000 10290.00| 525.00000 11025.00 Seeding (Mix 2A) | | | 0630 652A056 16.000 ACRE| 525.00000 8400.00| 490.00000 7840.00| 525.00000 8400.00 Seeding (Mix 2E) | | | 0640 652B053 15.000 ACRE| 420.00000 6300.00| 390.00000 5850.00| 425.00000 6375.00 Temporary Seeding (Mix 2AT) | | | 0650 652C000 52.000 ACRE| 34.13000 1774.76| 30.00000 1560.00| 58.30000 3031.60 Mowing | | | 0660 652D054 15.000 ACRE| 420.00000 6300.00| 400.00000 6000.00| 636.00000 9540.00 Seeding In Stubble (Mix 2A) | | | 0670 654A001 2007.000 SQYD| 3.78000 7586.46| 3.60000 7225.20| 3.71000 7445.97 Solid Sodding (Bermuda) | | | 0680 656A000 52.000 ACRE| 446.25000 23205.00| 425.00000 22100.00| 499.00000 25948.00 Mulching, Class A, Type 1 | | | 0690 659A002 889.000 SQYD| 6.30000 5600.70| 5.00000 4445.00| 6.90000 6134.10 Erosion Control Netting, Class C1 | | | 0700 665A000 27.000 ACRE| 409.50000 11056.50| 390.00000 10530.00| 425.00000 11475.00 Temporary Seeding | | | 0710 665B000 27.000 ACRE| 409.50000 11056.50| 390.00000 10530.00| 425.00000 11475.00 Temporary Mulching | | | 0720 665F000 1200.000 EACH| 5.00000 6000.00| 6.00000 7200.00| 4.00000 4800.00 Hay Bales | | | 0730 665I000 1090.000 TON | 22.50000 24525.00| 19.00000 20710.00| 25.00000 27250.00 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 02091 |( 3 ) 02096 |RACON, INC. |BOYD EXCAVATING, INC. |E. O. BYARS CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 665J000 12700.000 LF | 2.00000 25400.00| 4.55000 57785.00| 4.25000 53975.00 Silt Fence, Type A | | | 0750 665K000 1040.000 CUYD| 5.00000 5200.00| 1.00000 1040.00| 2.25000 2340.00 Drainage Sump Excavation | | | 0760 666A001 52.000 ACRE| 0.00000 0.00| 0.00000 0.00| 10.60000 551.20 Pest Control Treatment | | | 0770 680A000 LUMP| 237000.00000 237000.00| 95000.00000 95000.00| 70000.00000 70000.00 Engineering Controls | | | 0780 740B000 621.000 SQFT| 10.00000 6210.00| 12.00000 7452.00| 9.50000 5899.50 Construction Signs | | | 0790 740D000 300.000 EACH| 65.00000 19500.00| 75.00000 22500.00| 67.00000 20100.00 Channelizing Drums | | | 0800 740E000 100.000 EACH| 1.00000 100.00| 75.00000 7500.00| 11.00000 1100.00 Cones (36 Inches High) | | | 0810 740F002 8.000 EACH| 200.00000 1600.00| 250.00000 2000.00| 140.00000 1120.00 Barricades, Type III | | | 0820 740I005 4.000 EACH| 500.00000 2000.00| 600.00000 2400.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | 0830 740M001 100.000 EACH| 1.00000 100.00| 10.00000 1000.00| 6.90000 690.00 Ballast For Cone | | | 0840 740Q000 500.000 LF | 2.00000 1000.00| 3.00000 1500.00| 5.00000 2500.00 Construction Safety Fence | | | 0850 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,894,189.74| $ 3,156,976.09| $ 3,267,823.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,894,189.74| $ 3,156,976.09| $ 3,267,823.71 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 05009 |( 5 ) 20050 |( 6 ) 23068 |EUTAW CONSTRUCTION CO., INC |TOMLIN CONSTRUCTION, LLC |WAITES CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 110000.00000 110000.00| 270000.00000 270000.00| 67500.00000 67500.00 Clearing & Grubbing (Approximately 90 | | | Acres) | | | 0020 206D000 278.000 LF | 6.50000 1807.00| 5.00000 1390.00| 8.00000 2224.00 Removing Pipe | | | 0030 206E000 25.000 EACH| 180.00000 4500.00| 150.00000 3750.00| 200.00000 5000.00 Removing Headwalls | | | 0040 210A000 600525.000 CUYD| 1.50000 900787.50| 2.02000 1213060.50| 1.85000 1110971.25 Unclassified Excavation | | | 0050 210D011 135476.000 CUYD| 3.00000 406428.00| 3.00000 406428.00| 5.50000 745118.00 Borrow Excavation (A-4 or Better) | | | 0060 214A000 4427.000 CUYD| 6.00000 26562.00| 5.00000 22135.00| 8.00000 35416.00 Structure Excavation | | | 0070 214B001 1769.000 CUYD| 20.00000 35380.00| 20.00000 35380.00| 32.00000 56608.00 Foundation Backfill, Commercial | | | 0080 243A030 10000.000 SQYD| 2.25000 22500.00| 2.00000 20000.00| 2.50000 25000.00 Geosynthetic Reinforcment For Subgrade | | | Stabilization, Type 1 | | | 0090 305B000 9000.000 TON | 22.00000 198000.00| 15.00000 135000.00| 30.00000 270000.00 Crushed Aggregate, Section 822, For | | | Miscellaneous Use | | | 0100 305B060 1000.000 TON | 22.00000 22000.00| 15.00000 15000.00| 18.00000 18000.00 Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0110 502A000 223870.000 LB | 0.45000 100741.50| 0.45000 100741.50| 0.65000 145515.50 Steel Reinforcement | | | 0120 524B011 1137.000 CUYD| 275.00000 312675.00| 275.00000 312675.00| 400.00000 454800.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0130 530A001 1307.000 LF | 24.50000 32021.50| 14.20000 18559.40| 20.00000 26140.00 18" Roadway Pipe (Class 3 R.C.) | | | 0140 530A002 2173.000 LF | 31.00000 67363.00| 22.10000 48023.30| 26.00000 56498.00 24" Roadway Pipe (Class 3 R.C.) | | | 0150 530A003 191.000 LF | 39.00000 7449.00| 32.20000 6150.20| 36.00000 6876.00 30" Roadway Pipe (Class 3 R.C.) | | | 0160 530A004 330.000 LF | 49.00000 16170.00| 42.00000 13860.00| 45.00000 14850.00 36" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 05009 |( 5 ) 20050 |( 6 ) 23068 |EUTAW CONSTRUCTION CO., INC |TOMLIN CONSTRUCTION, LLC |WAITES CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 530A005 252.000 LF | 60.00000 15120.00| 54.00000 13608.00| 49.00000 12348.00 42" Roadway Pipe (Class 3 R.C.) | | | 0180 530A013 154.000 LF | 34.00000 5236.00| 24.11000 3712.94| 28.00000 4312.00 24" Roadway Pipe (Class 4 R.C.) | | | 0190 530A014 299.000 LF | 44.00000 13156.00| 34.42000 10291.58| 38.00000 11362.00 30" Roadway Pipe (Class 4 R.C.) | | | 0200 530A017 130.000 LF | 86.00000 11180.00| 74.20000 9646.00| 70.00000 9100.00 48" Roadway Pipe (Class 4 R.C.) | | | 0210 530A024 28.000 LF | 48.00000 1344.00| 42.50000 1190.00| 30.00000 840.00 24" Roadway Pipe (Class 5 R.C.) | | | 0220 530A028 60.000 LF | 100.00000 6000.00| 84.00000 5040.00| 90.00000 5400.00 48" Roadway Pipe (Class 5 R.C.) | | | 0230 530A101 6.000 LF | 30.00000 180.00| 100.00000 600.00| 150.00000 900.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 535A002 459.000 LF | 18.00000 8262.00| 27.00000 12393.00| 32.00000 14688.00 24" Side Drain Pipe | | | 0250 535B093 56.000 LF | 57.00000 3192.00| 66.04800 3698.69| 54.00000 3024.00 36" Span, 23" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0260 600A000 LUMP| 200000.00000 200000.00| 25000.00000 25000.00| 170000.00000 170000.00 Mobilization | | | 0270 601A000 1.000 EACH| 10000.00000 10000.00| 15000.00000 15000.00| 12000.00000 12000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0280 602A000 15.000 EACH| 85.00000 1275.00| 100.00000 1500.00| 250.00000 3750.00 Right Of Way Markers | | | 0290 606A012 7700.000 LF | 7.00000 53900.00| 12.50000 96250.00| 8.00000 61600.00 6" Underdrain Pipe, Type 8 | | | 0300 610C001 2943.000 TON | 27.00000 79461.00| 25.00000 73575.00| 32.00000 94176.00 Loose Riprap, Class 2 | | | 0310 610D000 2324.000 SQYD| 2.25000 5229.00| 2.00000 4648.00| 2.50000 5810.00 Filter Blanket | | | 0320 614A000 762.000 CUYD| 225.00000 171450.00| 225.00000 171450.00| 235.00000 179070.00 Slope Paving | | | 0330 619A002 9.000 EACH| 475.00000 4275.00| 4.75000 42.75| 650.00000 5850.00 18" Roadway Pipe End Treatment, Class 1 | | | 0340 619A003 14.000 EACH| 525.00000 7350.00| 525.00000 7350.00| 850.00000 11900.00 24" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 05009 |( 5 ) 20050 |( 6 ) 23068 |EUTAW CONSTRUCTION CO., INC |TOMLIN CONSTRUCTION, LLC |WAITES CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 619A004 4.000 EACH| 575.00000 2300.00| 575.00000 2300.00| 1150.00000 4600.00 30" Roadway Pipe End Treatment, Class 1 | | | 0360 619A005 3.000 EACH| 700.00000 2100.00| 700.00000 2100.00| 1350.00000 4050.00 36" Roadway Pipe End Treatment, Class 1 | | | 0370 619A006 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 1675.00000 1675.00 42" Roadway Pipe End Treatment, Class 1 | | | 0380 619A007 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 1695.00000 1695.00 48" Roadway Pipe End Treatment, Class 1 | | | 0390 619A055 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1695.00000 1695.00 36" Roadway Pipe End Treatment, Class 2 | | | 0400 619A102 16.000 EACH| 525.00000 8400.00| 525.00000 8400.00| 350.00000 5600.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0410 619B118 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 550.00000 1100.00 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0420 620A000 2.000 CUYD| 800.00000 1600.00| 800.00000 1600.00| 500.00000 1000.00 Minor Structure Concrete | | | 0430 621A000 13.000 EACH| 1400.00000 18200.00| 1400.00000 18200.00| 1950.00000 25350.00 Junction Boxes, Type 1, 1P Or 5 | | | 0440 621A001 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2200.00000 4400.00 Junction Boxes, Type 1, 2P Or 5 | | | 0450 621A004 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2700.00000 2700.00 Junction Boxes, Type 4 | | | 0460 621A016 9.000 EACH| 1800.00000 16200.00| 1800.00000 16200.00| 2200.00000 19800.00 Junction Boxes, Type 4, 1P Or 5 | | | 0470 621A017 5.000 EACH| 2300.00000 11500.00| 2300.00000 11500.00| 2500.00000 12500.00 Junction Boxes, Type 4, 2P Or 5 | | | 0480 621A034 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 3500.00000 3500.00 Junction Boxes, Type 4 (Modified) | | | 0490 621B000 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 750.00000 1500.00 Junction Box Units, Type 1, 1P Or 5 | | | 0500 621B013 9.000 EACH| 500.00000 4500.00| 500.00000 4500.00| 750.00000 6750.00 Junction Box Units, Type 4, 1P Or 5 | | | 0510 621B019 5.000 EACH| 1000.00000 5000.00| 1000.00000 5000.00| 750.00000 3750.00 Junction Box Units, Type 4, 2P Or 5 | | | 0520 621C020 22.000 EACH| 1100.00000 24200.00| 1100.00000 24200.00| 1950.00000 42900.00 Inlets, Type Y | | | 0530 621C027 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1950.00000 1950.00 Inlets, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 05009 |( 5 ) 20050 |( 6 ) 23068 |EUTAW CONSTRUCTION CO., INC |TOMLIN CONSTRUCTION, LLC |WAITES CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 621C101 5.000 EACH| 3300.00000 16500.00| 3300.00000 16500.00| 3300.00000 16500.00 Inlets, Type GH (Modified) | | | 0550 621C132 7.000 EACH| 1500.00000 10500.00| 1500.00000 10500.00| 2500.00000 17500.00 Inlets, Type Y (Modified) | | | 0560 621D002 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 650.00000 650.00 Inlet Units, Type C | | | 0570 621D019 26.000 EACH| 400.00000 10400.00| 400.00000 10400.00| 650.00000 16900.00 Inlet Units, Type Y | | | 0580 621I001 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| 9500.00000 9500.00 Stilling Basins, Type 1 | | | 0590 637A001 72.000 LF | 4.00000 288.00| 10.00000 720.00| 25.00000 1800.00 Fence Reset (Includes All Types) | | | 0600 650B000 48423.000 CUYD| 2.20000 106530.60| 2.00000 96846.00| 2.50000 121057.50 Topsoil From Stockpiles | | | 0610 651B000 104.000 TON | 30.00000 3120.00| 45.00000 4680.00| 40.00000 4160.00 Agricultural Limestone | | | 0620 652A054 21.000 ACRE| 500.00000 10500.00| 450.00000 9450.00| 750.00000 15750.00 Seeding (Mix 2A) | | | 0630 652A056 16.000 ACRE| 500.00000 8000.00| 450.00000 7200.00| 750.00000 12000.00 Seeding (Mix 2E) | | | 0640 652B053 15.000 ACRE| 400.00000 6000.00| 350.00000 5250.00| 550.00000 8250.00 Temporary Seeding (Mix 2AT) | | | 0650 652C000 52.000 ACRE| 32.50000 1690.00| 50.00000 2600.00| 100.00000 5200.00 Mowing | | | 0660 652D054 15.000 ACRE| 400.00000 6000.00| 450.00000 6750.00| 800.00000 12000.00 Seeding In Stubble (Mix 2A) | | | 0670 654A001 2007.000 SQYD| 3.60000 7225.20| 4.00000 8028.00| 5.50000 11038.50 Solid Sodding (Bermuda) | | | 0680 656A000 52.000 ACRE| 425.00000 22100.00| 450.00000 23400.00| 650.00000 33800.00 Mulching, Class A, Type 1 | | | 0690 659A002 889.000 SQYD| 6.00000 5334.00| 4.80000 4267.20| 5.50000 4889.50 Erosion Control Netting, Class C1 | | | 0700 665A000 27.000 ACRE| 390.00000 10530.00| 350.00000 9450.00| 475.00000 12825.00 Temporary Seeding | | | 0710 665B000 27.000 ACRE| 390.00000 10530.00| 350.00000 9450.00| 650.00000 17550.00 Temporary Mulching | | | 0720 665F000 1200.000 EACH| 5.00000 6000.00| 6.00000 7200.00| 10.00000 12000.00 Hay Bales | | | 0730 665I000 1090.000 TON | 27.00000 29430.00| 21.00000 22890.00| 40.00000 43600.00 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030627010 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 05009 |( 5 ) 20050 |( 6 ) 23068 |EUTAW CONSTRUCTION CO., INC |TOMLIN CONSTRUCTION, LLC |WAITES CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 665J000 12700.000 LF | 2.25000 28575.00| 2.50000 31750.00| 5.00000 63500.00 Silt Fence, Type A | | | 0750 665K000 1040.000 CUYD| 3.00000 3120.00| 10.00000 10400.00| 100.00000 104000.00 Drainage Sump Excavation | | | 0760 666A001 52.000 ACRE| 20.00000 1040.00| 45.00000 2340.00| 35.00000 1820.00 Pest Control Treatment | | | 0770 680A000 LUMP| 120000.00000 120000.00| 20000.00000 20000.00| 135000.00000 135000.00 Engineering Controls | | | 0780 740B000 621.000 SQFT| 7.90000 4905.90| 8.00000 4968.00| 15.00000 9315.00 Construction Signs | | | 0790 740D000 300.000 EACH| 55.00000 16500.00| 65.00000 19500.00| 75.00000 22500.00 Channelizing Drums | | | 0800 740E000 100.000 EACH| 14.00000 1400.00| 9.00000 900.00| 24.00000 2400.00 Cones (36 Inches High) | | | 0810 740F002 8.000 EACH| 200.00000 1600.00| 210.00000 1680.00| 350.00000 2800.00 Barricades, Type III | | | 0820 740I005 4.000 EACH| 85.00000 340.00| 200.00000 800.00| 650.00000 2600.00 Warning Lights, Type B (Detachable Head | | | 0830 740M001 100.000 EACH| 6.50000 650.00| 6.00000 600.00| 10.00000 1000.00 Ballast For Cone | | | 0840 740Q000 500.000 LF | 3.50000 1750.00| 5.00000 2500.00| 5.00000 2500.00 Construction Safety Fence | | | 0850 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,425,953.20| $ 3,542,568.06| $ 4,518,767.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,425,953.20| $ 3,542,568.06| $ 4,518,767.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0038(502) for constructing the Traffic Signal Improvements on S.R.#38 (U.S.#280) at locations as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 1,299,347.50 100.0000% 2 20003 TEMPLE ELECTRIC COMPANY, INC. $ 1,533,431.00 118.0155% 3 19060 STONE ELECTRIC COMPANY, INC. $ 1,794,110.00 138.0778% 4 07004 GEORGIA ELECTRIC COMPANY $ 3,211,648.25 247.1739% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 20003 |( 3 ) 19060 |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 65000.00000 65000.00| 75000.00000 75000.00| 55000.00000 55000.00 Mobilization | | | 0020 701B009 400.000 LF | 1.00000 400.00| 1.25000 500.00| 0.83000 332.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0030 701G050 400.000 LF | 1.00000 400.00| 1.25000 500.00| 0.83000 332.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0040 701G073 680.000 LF | 1.00000 680.00| 1.20000 816.00| 0.85000 578.00 Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0050 703A002 330.000 SQFT| 2.50000 825.00| 2.30000 759.00| 2.20000 726.00 Traffic Control Markings, Class 2, Type | | | A | | | 0060 703B002 45.000 SQFT| 2.50000 112.50| 2.30000 103.50| 2.20000 99.00 Traffic Control Legends, Class 2, Type | | | 0070 703C000 6450.000 SQFT| 2.50000 16125.00| 0.50000 3225.00| 2.20000 14190.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0080 730A012 LUMP| 900.00000 900.00| 500.00000 500.00| 3500.00000 3500.00 Removal Of Existing Traffic Control | | | Unit (Partial)( (US HWY 280 AT | | | MOUNTAINBROOK CENTER/ | | | 0090 730A013 LUMP| 900.00000 900.00| 500.00000 500.00| 4100.00000 4100.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT OFFICE | | | PARK CIRCLE/ | | | 0100 730A014 LUMP| 900.00000 900.00| 500.00000 500.00| 4100.00000 4100.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT CHEROKEE | | | ROAD) | | | 0110 730A015 LUMP| 850.00000 850.00| 500.00000 500.00| 4400.00000 4400.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT ROCKY | | | RIDGE ROAD/ | | | 0120 730A016 LUMP| 1000.00000 1000.00| 500.00000 500.00| 4800.00000 4800.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT DOLLY | | | RIDGE ROAD) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 20003 |( 3 ) 19060 |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 730A017 LUMP| 1250.00000 1250.00| 500.00000 500.00| 5600.00000 5600.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT SUMMIT | | | BLVD./ | | | 0140 730A018 LUMP| 1500.00000 1500.00| 1600.00000 1600.00| 8425.00000 8425.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT I-459 S.B.| | | RAMPS) | | | 0150 730A019 LUMP| 300.00000 300.00| 500.00000 500.00| 1685.00000 1685.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT I-459 N.B.| | | RAMPS) | | | 0160 730A020 LUMP| 850.00000 850.00| 500.00000 500.00| 2200.00000 2200.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT PERIMETER | | | PARKWAY/ | | | 0170 730A021 LUMP| 900.00000 900.00| 2000.00000 2000.00| 4200.00000 4200.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT | | | HEALTHSOUTH PARKWAY/ | | | 0180 730A022 LUMP| 300.00000 300.00| 500.00000 500.00| 4100.00000 4100.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT CAHABA | | | RIVER ROAD/ | | | 0190 730A023 LUMP| 800.00000 800.00| 500.00000 500.00| 3075.00000 3075.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT RIVERVIEW | | | ROAD) | | | 0200 730A024 LUMP| 1000.00000 1000.00| 500.00000 500.00| 4500.00000 4500.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT CAHABA | | | PARK CIRCLE WEST/ | | | 0210 730A025 LUMP| 900.00000 900.00| 500.00000 500.00| 3960.00000 3960.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT CAHABA | | | PARK CIRCLE EAST/ | | | 0220 730A026 LUMP| 900.00000 900.00| 500.00000 500.00| 3538.00000 3538.00 Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT RESOURCE | | | CENTER PARKWAY/ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 20003 |( 3 ) 19060 |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 730A027 LUMP| 900.00000 900.00| 500.00000 500.00| 5729.00000 5729.00 Removal Of Exixting Traffic Control | | | Unit(Partial)( (US HWY 280 AT INVERNESS | | | PARKWAY/ | | | 0240 730A028 LUMP| 800.00000 800.00| 500.00000 500.00| 5434.00000 5434.00 Removal Of Existing Traffic Control | | | Unit(Partial)( (US HWY 280 AT | | | VALLEYDALE ROAD/ | | | 0250 730A029 LUMP| 900.00000 900.00| 500.00000 500.00| 5136.00000 5136.00 Removal Of Existing Control | | | Unit(Partial)( (US HWY 280 AT BROOK | | | HIGHLAND PARKWAY/ | | | 0260 730A030 LUMP| 900.00000 900.00| 500.00000 500.00| 3960.00000 3960.00 Removal Of Exixting Control | | | Unit(Partial)( (US HWY 280 AT COPORATE | | | PARKWAY/ | | | 0270 730A031 LUMP| 1400.00000 1400.00| 1500.00000 1500.00| 6319.00000 6319.00 Removal Of Existing Traffic Control | | | Unit(Partial)( (US HWY 280 AT AL HWY | | | 119) | | | 0280 730A032 LUMP| 600.00000 600.00| 1500.00000 1500.00| 3075.00000 3075.00 Removal Of Existing Traffic Control | | | Unit(Partial)( (US HWY 280 AT HUGH | | | DANIEL DRIVE/ | | | 0290 730C000 LUMP| 1325.00000 1325.00| 950.00000 950.00| 1200.00000 1200.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT MOUNTAIN | | | BROOK CENTER/ | | | 0300 730C001 LUMP| 1975.00000 1975.00| 1500.00000 1500.00| 2085.00000 2085.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT OFFICE PARK | | | CIRCLE/ | | | 0310 730C002 LUMP| 900.00000 900.00| 700.00000 700.00| 929.00000 929.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT CHEROKEE | | | ROAD) | | | 0320 730C003 LUMP| 1250.00000 1250.00| 950.00000 950.00| 1716.00000 1716.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT ROCKY RIDGE | | | ROAD/ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 20003 |( 3 ) 19060 |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 730C004 LUMP| 2180.00000 2180.00| 1650.00000 1650.00| 3432.00000 3432.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT DOLLY RIDGE | | | ROAD ) | | | 0340 730C005 LUMP| 2400.00000 2400.00| 2000.00000 2000.00| 4212.00000 4212.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT SUMMIT BLVD/| | | 0350 730C006 LUMP| 500.00000 500.00| 3500.00000 3500.00| 40.00000 40.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT I-459 S.B. | | | RAMPS) | | | 0360 730C007 LUMP| 2100.00000 2100.00| 1500.00000 1500.00| 40.00000 40.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT I-459 N.B. | | | RAMPS) | | | 0370 730C008 LUMP| 3950.00000 3950.00| 2500.00000 2500.00| 40.00000 40.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT PERIMETER | | | PARKWAY/ | | | 0380 730C009 LUMP| 1550.00000 1550.00| 1500.00000 1500.00| 1126.00000 1126.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT HEALTHSOUTH | | | PARKWAY/ | | | 0390 730C010 LUMP| 1900.00000 1900.00| 4000.00000 4000.00| 931.00000 931.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT CAHABA | | | RIVER ROAD/ | | | 0400 730C011 LUMP| 1950.00000 1950.00| 4000.00000 4000.00| 906.00000 906.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT RIVERVIEW | | | ROAD) | | | 0410 730C012 LUMP| 2300.00000 2300.00| 4500.00000 4500.00| 1011.00000 1011.00 Furnishing And Installing Traffic | | | Control Unit ( (US HWY 280 AT CAHABA | | | PARK CIRCLE WEST/ | | | 0420 730C013 LUMP| 2350.00000 2350.00| 4500.00000 4500.00| 990.00000 990.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT CAHABA PARK | | | CIRCLE EAST/ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 20003 |( 3 ) 19060 |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 730C014 LUMP| 1050.00000 1050.00| 1000.00000 1000.00| 975.00000 975.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT RESOURCE | | | CENTER PARKWAY/ | | | 0440 730C015 LUMP| 2900.00000 2900.00| 4500.00000 4500.00| 1031.00000 1031.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT INVERNESS | | | PARKWAY/ | | | 0450 730C100 LUMP| 3100.00000 3100.00| 4500.00000 4500.00| 1027.00000 1027.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT VALLEYDALE | | | ROAD/ | | | 0460 730C101 LUMP| 2700.00000 2700.00| 4500.00000 4500.00| 1027.00000 1027.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT BROOK | | | HIGHLAND PARKWAY/ | | | 0470 730C102 LUMP| 2400.00000 2400.00| 4500.00000 4500.00| 1013.00000 1013.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT CORPORATE | | | PARKWAY/ | | | 0480 730C103 LUMP| 8500.00000 8500.00| 7500.00000 7500.00| 992.00000 992.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT AL HWY 119) | | | 0490 730C104 LUMP| 2500.00000 2500.00| 4900.00000 4900.00| 1012.00000 1012.00 Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT HUGH DANIEL | | | DRIVE/ | | | 0500 730E000 4.000 EACH| 2000.00000 8000.00| 2500.00000 10000.00| 2000.00000 8000.00 Metal Traffic Signal Pole Foundation | | | 0510 730G001 4.000 EACH| 3000.00000 12000.00| 4800.00000 19200.00| 4000.00000 16000.00 Metal Traffic Signal Strain Pole | | | 0520 730H001 980.000 LF | 3.00000 2940.00| 4.00000 3920.00| 1.00000 980.00 Loop Wire | | | 0530 730J010 1.000 EACH| 200.00000 200.00| 175.00000 175.00| 200.00000 200.00 Vehicle Loop Detector | | | 0540 730K000 4.000 EACH| 300.00000 1200.00| 375.00000 1500.00| 400.00000 1600.00 Traffic Signal Junction Box | | | 0550 730L003 550.000 LF | 4.00000 2200.00| 4.00000 2200.00| 5.00000 2750.00 1", Non-Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 20003 |( 3 ) 19060 |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 730L005 80.000 LF | 5.00000 400.00| 4.00000 320.00| 7.00000 560.00 2", Non-Metallic, Conduit | | | 0570 730N010 4.000 EACH| 800.00000 3200.00| 4.00000 16.00| 7.00000 28.00 Luminaire Extension Assembly, 12 FEET | | | 0580 730P022 223.000 EACH| 670.00000 149410.00| 678.00000 151194.00| 807.00000 179961.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0590 730P024 12.000 EACH| 1100.00000 13200.00| 1230.00000 14760.00| 1158.00000 13896.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0600 730R022 21.000 EACH| 8151.00000 171171.00| 7750.00000 162750.00| 8532.00000 179172.00 Controller Assembly, Type III, 8 Phase | | | 0610 730R030 1.000 EACH| 6000.00000 6000.00| 5500.00000 5500.00| 6000.00000 6000.00 Controller Assembly, Type III, Master | | | 0620 730S002 LUMP| 4210.00000 4210.00| 7640.00000 7640.00| 5554.00000 5554.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT MOUNTAIN BROOK CENTER/ | | | 0630 730S003 LUMP| 7272.00000 7272.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT OFFICE PARK CIRCLE/ | | | 0640 730S004 LUMP| 7251.00000 7251.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT CHEROKEE ROAD) | | | 0650 730S005 LUMP| 7311.00000 7311.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT ROCKY RIDGE ROAD/ | | | 0660 730S006 LUMP| 7310.00000 7310.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT DOLLY RIDGE ROAD) | | | 0670 730S007 LUMP| 7330.00000 7330.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT SUMMIT BLVD/ | | | 0680 730S008 LUMP| 7454.00000 7454.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT HEALTHSOUTH PARKWAY/ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 20003 |( 3 ) 19060 |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 730S009 LUMP| 4234.00000 4234.00| 7640.00000 7640.00| 5554.00000 5554.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT CAHABA RIVER ROAD/ | | | 0700 730S010 LUMP| 6685.00000 6685.00| 7640.00000 7640.00| 9231.00000 9231.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT RIVERVIEW ROAD) | | | 0710 730S011 LUMP| 7235.00000 7235.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT CAHABA PARK CIRCLE WEST/ | | | 0720 730S012 LUMP| 7344.00000 7344.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT CAHABA PARK CIRCLE EAST/ | | | 0730 730S013 LUMP| 4296.00000 4296.00| 7640.00000 7640.00| 5554.00000 5554.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT RESOURCE CENTER PARKWAY/ | | | 0740 730S014 LUMP| 7355.00000 7355.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT INVERNESS PARKWAY/ | | | 0750 730S015 LUMP| 7366.00000 7366.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT VALLEYDALE ROAD/ | | | 0760 730S016 LUMP| 7355.00000 7355.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT BROOK HIGHLAND PARKWAY/ | | | 0770 730S017 LUMP| 7297.00000 7297.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT COPORATE PARKWAY/ | | | 0780 730S018 LUMP| 7302.00000 7302.00| 7640.00000 7640.00| 9893.00000 9893.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT AL HWY 119) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 20003 |( 3 ) 19060 |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 730S019 LUMP| 6395.00000 6395.00| 7640.00000 7640.00| 9231.00000 9231.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT HUGH DANIEL DRIVE/ | | | 0800 734A014 25080.000 LF | 1.75000 43890.00| 1.90000 47652.00| 3.50000 87780.00 Cable OSP, Loose Tube, 60F SM | | | 0810 734A016 23810.000 LF | 2.00000 47620.00| 2.25000 53572.50| 4.50000 107145.00 Cable OSP, Loose Tube, 96F SM | | | 0820 734B007 1410.000 LF | 1.50000 2115.00| 2.00000 2820.00| 1.00000 1410.00 Drop Cable OSP 12F SM Central Core | | | 0830 734E021 750.000 LF | 4.00000 3000.00| 4.00000 3000.00| 7.00000 5250.00 Buried Duct HDPE SDR11 2 Inch | | | 0840 734E037 2580.000 LF | 10.00000 25800.00| 4.00000 10320.00| 6.00000 15480.00 Conduit PVC Schedule 80 2 Inch | | | 0850 734E100 43420.000 LF | 5.80000 251836.00| 8.00000 347360.00| 9.50000 412490.00 Buried Duct HDPE 2x2 INCH | | | 0860 734F002 21.000 EACH| 140.00000 2940.00| 2200.00000 46200.00| 341.00000 7161.00 Distribution Hardware SFDU 12 Fiber | | | 0870 734G009 362.000 EACH| 38.00000 13756.00| 50.00000 18100.00| 60.00000 21720.00 Splicing, Fusion | | | 0880 734G100 18.000 EACH| 200.00000 3600.00| 950.00000 17100.00| 599.00000 10782.00 Splice Closure, Undergrade, 12 Fiber | | | 0890 734G120 2.000 EACH| 470.00000 940.00| 850.00000 1700.00| 1432.00000 2864.00 Splice Closure, Undergrade, 72 Fiber | | | 0900 734G140 1.000 EACH| 545.00000 545.00| 1200.00000 1200.00| 1694.00000 1694.00 Splice Closure, Undergrade, 144 Fiber | | | 0910 734H015 80.000 EACH| 43.00000 3440.00| 25.00000 2000.00| 56.00000 4480.00 Patch Cord Simplex SM,FC | | | 0920 734J000 64.000 EACH| 590.00000 37760.00| 750.00000 48000.00| 702.00000 44928.00 Commbox F1 | | | 0930 734J001 1.000 EACH| 900.00000 900.00| 890.00000 890.00| 1510.00000 1510.00 Commbox F2 | | | 0940 734J003 8.000 EACH| 600.00000 4800.00| 765.00000 6120.00| 751.00000 6008.00 Pull Box (24 In X 24 In X 12 In) Alum | | | 0950 734N021 21.000 EACH| 2000.00000 42000.00| 2200.00000 46200.00| 2706.00000 56826.00 Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | 0960 740B000 470.000 SQFT| 15.00000 7050.00| 12.00000 5640.00| 12.00000 5640.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -10 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 20003 |( 3 ) 19060 |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, IN |STONE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 740C000 32.000 SQFT| 15.00000 480.00| 14.00000 448.00| 12.00000 384.00 Special Construction Signs | | | 0980 740D000 50.000 EACH| 90.00000 4500.00| 60.00000 3000.00| 70.00000 3500.00 Channelizing Drums | | | 0990 740E000 200.000 EACH| 17.00000 3400.00| 10.00000 2000.00| 21.00000 4200.00 Cones (36 Inches High) | | | 1000 740M001 200.000 EACH| 10.00000 2000.00| 1.00000 200.00| 10.00000 2000.00 Ballast For Cone | | | 1010 741C010 2.000 EACH| 5500.00000 11000.00| 5000.00000 10000.00| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1020 745A000 200.000 HOUR| 45.00000 9000.00| 35.00000 7000.00| 30.00000 6000.00 Uniformed Police Officer | | | 1030 756A023 6090.000 LF | 22.00000 133980.00| 30.00000 182700.00| 35.00000 213150.00 5" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 1,299,347.50| $ 1,533,431.00| $ 1,794,110.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,299,347.50| $ 1,533,431.00| $ 1,794,110.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -11 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( ) |( ) |GEORGIA ELECTRIC COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 26099.60000 26099.60| | Mobilization | | | 0020 701B009 400.000 LF | 1.58000 632.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0030 701G050 400.000 LF | 1.58000 632.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0040 701G073 680.000 LF | 1.52000 1033.60| | Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0050 703A002 330.000 SQFT| 2.91000 960.30| | Traffic Control Markings, Class 2, Type | | | A | | | 0060 703B002 45.000 SQFT| 2.91000 130.95| | Traffic Control Legends, Class 2, Type | | | 0070 703C000 6450.000 SQFT| 0.63000 4063.50| | Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0080 730A012 LUMP| 1043.98000 1043.98| | Removal Of Existing Traffic Control | | | Unit (Partial)( (US HWY 280 AT | | | MOUNTAINBROOK CENTER/ | | | 0090 730A013 LUMP| 1148.38000 1148.38| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT OFFICE | | | PARK CIRCLE/ | | | 0100 730A014 LUMP| 1043.98000 1043.98| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT CHEROKEE | | | ROAD) | | | 0110 730A015 LUMP| 1200.58000 1200.58| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT ROCKY | | | RIDGE ROAD/ | | | 0120 730A016 LUMP| 1252.78000 1252.78| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT DOLLY | | | RIDGE ROAD) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -12 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( ) |( ) |GEORGIA ELECTRIC COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 730A017 LUMP| 1398.94000 1398.94| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT SUMMIT | | | BLVD./ | | | 0140 730A018 LUMP| 1670.37000 1670.37| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT I-459 S.B.| | | RAMPS) | | | 0150 730A019 LUMP| 250.56000 250.56| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT I-459 N.B.| | | RAMPS) | | | 0160 730A020 LUMP| 1670.37000 1670.37| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT PERIMETER | | | PARKWAY/ | | | 0170 730A021 LUMP| 845.63000 845.63| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT | | | HEALTHSOUTH PARKWAY/ | | | 0180 730A022 LUMP| 1524.22000 1524.22| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT CAHABA | | | RIVER ROAD/ | | | 0190 730A023 LUMP| 1472.02000 1472.02| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT RIVERVIEW | | | ROAD) | | | 0200 730A024 LUMP| 1733.01000 1733.01| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT CAHABA | | | PARK CIRCLE WEST/ | | | 0210 730A025 LUMP| 1628.61000 1628.61| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT CAHABA | | | PARK CIRCLE EAST/ | | | 0220 730A026 LUMP| 793.43000 793.43| | Removal Of Existing Traffic Control | | | Unit (Partial) (US HWY 280 AT RESOURCE | | | CENTER PARKWAY/ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -13 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( ) |( ) |GEORGIA ELECTRIC COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 730A027 LUMP| 1941.81000 1941.81| | Removal Of Exixting Traffic Control | | | Unit(Partial)( (US HWY 280 AT INVERNESS | | | PARKWAY/ | | | 0240 730A028 LUMP| 1931.37000 1931.37| | Removal Of Existing Traffic Control | | | Unit(Partial)( (US HWY 280 AT | | | VALLEYDALE ROAD/ | | | 0250 730A029 LUMP| 1837.41000 1837.41| | Removal Of Existing Control | | | Unit(Partial)( (US HWY 280 AT BROOK | | | HIGHLAND PARKWAY/ | | | 0260 730A030 LUMP| 1733.01000 1733.01| | Removal Of Exixting Control | | | Unit(Partial)( (US HWY 280 AT COPORATE | | | PARKWAY/ | | | 0270 730A031 LUMP| 2442.92000 2442.92| | Removal Of Existing Traffic Control | | | Unit(Partial)( (US HWY 280 AT AL HWY | | | 119) | | | 0280 730A032 LUMP| 1513.78000 1513.78| | Removal Of Existing Traffic Control | | | Unit(Partial)( (US HWY 280 AT HUGH | | | DANIEL DRIVE/ | | | 0290 730C000 LUMP| 1960.67000 1960.67| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT MOUNTAIN | | | BROOK CENTER/ | | | 0300 730C001 LUMP| 2757.23000 2757.23| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT OFFICE PARK | | | CIRCLE/ | | | 0310 730C002 LUMP| 1941.30000 1941.30| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT CHEROKEE | | | ROAD) | | | 0320 730C003 LUMP| 2442.11000 2442.11| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT ROCKY RIDGE | | | ROAD/ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -14 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( ) |( ) |GEORGIA ELECTRIC COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 730C004 LUMP| 3274.47000 3274.47| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT DOLLY RIDGE | | | ROAD ) | | | 0340 730C005 LUMP| 13020.17000 13020.17| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT SUMMIT BLVD/| | | 0350 730C006 LUMP| 13692.72000 13692.72| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT I-459 S.B. | | | RAMPS) | | | 0360 730C007 LUMP| 7489.89000 7489.89| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT I-459 N.B. | | | RAMPS) | | | 0370 730C008 LUMP| 7452.88000 7452.88| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT PERIMETER | | | PARKWAY/ | | | 0380 730C009 LUMP| 3092.21000 3092.21| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT HEALTHSOUTH | | | PARKWAY/ | | | 0390 730C010 LUMP| 3675.94000 3675.94| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT CAHABA | | | RIVER ROAD/ | | | 0400 730C011 LUMP| 2989.03000 2989.03| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT RIVERVIEW | | | ROAD) | | | 0410 730C012 LUMP| 3373.26000 3373.26| | Furnishing And Installing Traffic | | | Control Unit ( (US HWY 280 AT CAHABA | | | PARK CIRCLE WEST/ | | | 0420 730C013 LUMP| 3334.07000 3334.07| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT CAHABA PARK | | | CIRCLE EAST/ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -15 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( ) |( ) |GEORGIA ELECTRIC COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 730C014 LUMP| 2004.50000 2004.50| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT RESOURCE | | | CENTER PARKWAY/ | | | 0440 730C015 LUMP| 3778.97000 3778.97| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT INVERNESS | | | PARKWAY/ | | | 0450 730C100 LUMP| 3662.84000 3662.84| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT VALLEYDALE | | | ROAD/ | | | 0460 730C101 LUMP| 3600.76000 3600.76| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT BROOK | | | HIGHLAND PARKWAY/ | | | 0470 730C102 LUMP| 3550.20000 3550.20| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT CORPORATE | | | PARKWAY/ | | | 0480 730C103 LUMP| 7197.02000 7197.02| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT AL HWY 119) | | | 0490 730C104 LUMP| 2780.33000 2780.33| | Furnishing And Installing Traffic | | | Control Unit (US HWY 280 AT HUGH DANIEL | | | DRIVE/ | | | 0500 730E000 4.000 EACH| 1057.84000 4231.36| | Metal Traffic Signal Pole Foundation | | | 0510 730G001 4.000 EACH| 2871.68000 11486.72| | Metal Traffic Signal Strain Pole | | | 0520 730H001 980.000 LF | 6.13000 6007.40| | Loop Wire | | | 0530 730J010 1.000 EACH| 175.73000 175.73| | Vehicle Loop Detector | | | 0540 730K000 4.000 EACH| 435.93000 1743.72| | Traffic Signal Junction Box | | | 0550 730L003 550.000 LF | 4.31000 2370.50| | 1", Non-Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -16 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( ) |( ) |GEORGIA ELECTRIC COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 730L005 80.000 LF | 5.77000 461.60| | 2", Non-Metallic, Conduit | | | 0570 730N010 4.000 EACH| 1301.06000 5204.24| | Luminaire Extension Assembly, 12 FEET | | | 0580 730P022 223.000 EACH| 642.56000 143290.88| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0590 730P024 12.000 EACH| 1128.37000 13540.44| | Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0600 730R022 21.000 EACH| 10030.59000 210642.39| | Controller Assembly, Type III, 8 Phase | | | 0610 730R030 1.000 EACH| 8889.79000 8889.79| | Controller Assembly, Type III, Master | | | 0620 730S002 LUMP| 3899.65000 3899.65| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT MOUNTAIN BROOK CENTER/ | | | 0630 730S003 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT OFFICE PARK CIRCLE/ | | | 0640 730S004 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT CHEROKEE ROAD) | | | 0650 730S005 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT ROCKY RIDGE ROAD/ | | | 0660 730S006 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT DOLLY RIDGE ROAD) | | | 0670 730S007 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT SUMMIT BLVD/ | | | 0680 730S008 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT HEALTHSOUTH PARKWAY/ | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -17 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( ) |( ) |GEORGIA ELECTRIC COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 730S009 LUMP| 3899.65000 3899.65| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT CAHABA RIVER ROAD/ | | | 0700 730S010 LUMP| 6023.26000 6023.26| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT RIVERVIEW ROAD) | | | 0710 730S011 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT CAHABA PARK CIRCLE WEST/ | | | 0720 730S012 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT CAHABA PARK CIRCLE EAST/ | | | 0730 730S013 LUMP| 3899.65000 3899.65| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT RESOURCE CENTER PARKWAY/ | | | 0740 730S014 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT INVERNESS PARKWAY/ | | | 0750 730S015 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT VALLEYDALE ROAD/ | | | 0760 730S016 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT BROOK HIGHLAND PARKWAY/ | | | 0770 730S017 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT COPORATE PARKWAY/ | | | 0780 730S018 LUMP| 6706.02000 6706.02| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT AL HWY 119) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -18 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( ) |( ) |GEORGIA ELECTRIC COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 730S019 LUMP| 6023.26000 6023.26| | Furnishing And Installing Emergency | | | Vehicle Preemption System( (US HWY 280 | | | AT HUGH DANIEL DRIVE/ | | | 0800 734A014 25080.000 LF | 2.30000 57684.00| | Cable OSP, Loose Tube, 60F SM | | | 0810 734A016 23810.000 LF | 3.26000 77620.60| | Cable OSP, Loose Tube, 96F SM | | | 0820 734B007 1410.000 LF | 1.40000 1974.00| | Drop Cable OSP 12F SM Central Core | | | 0830 734E021 750.000 LF | 5.34000 4005.00| | Buried Duct HDPE SDR11 2 Inch | | | 0840 734E037 2580.000 LF | 9.72000 25077.60| | Conduit PVC Schedule 80 2 Inch | | | 0850 734E100 43420.000 LF | 40.30000 1749826.00| | Buried Duct HDPE 2x2 INCH | | | 0860 734F002 21.000 EACH| 1786.00000 37506.00| | Distribution Hardware SFDU 12 Fiber | | | 0870 734G009 362.000 EACH| 53.08000 19214.96| | Splicing, Fusion | | | 0880 734G100 18.000 EACH| 867.06000 15607.08| | Splice Closure, Undergrade, 12 Fiber | | | 0890 734G120 2.000 EACH| 1046.76000 2093.52| | Splice Closure, Undergrade, 72 Fiber | | | 0900 734G140 1.000 EACH| 1090.51000 1090.51| | Splice Closure, Undergrade, 144 Fiber | | | 0910 734H015 80.000 EACH| 57.47000 4597.60| | Patch Cord Simplex SM,FC | | | 0920 734J000 64.000 EACH| 762.83000 48821.12| | Commbox F1 | | | 0930 734J001 1.000 EACH| 1075.99000 1075.99| | Commbox F2 | | | 0940 734J003 8.000 EACH| 358.54000 2868.32| | Pull Box (24 In X 24 In X 12 In) Alum | | | 0950 734N021 21.000 EACH| 1828.87000 38406.27| | Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | 0960 740B000 470.000 SQFT| 18.69000 8784.30| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 011 -19 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20030627011 COUNTIES : JEFFERSON SHELBY LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07004 |( ) |( ) |GEORGIA ELECTRIC COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 740C000 32.000 SQFT| 12.64000 404.48| | Special Construction Signs | | | 0980 740D000 50.000 EACH| 73.31000 3665.50| | Channelizing Drums | | | 0990 740E000 200.000 EACH| 22.75000 4550.00| | Cones (36 Inches High) | | | 1000 740M001 200.000 EACH| 10.11000 2022.00| | Ballast For Cone | | | 1010 741C010 2.000 EACH| 4423.66000 8847.32| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1020 745A000 200.000 HOUR| 31.60000 6320.00| | Uniformed Police Officer | | | 1030 756A023 6090.000 LF | 67.31000 409917.90| | 5" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 3,211,648.25| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,211,648.25| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20030627020 COUNTIES : RANDOLPH CLEBURNE LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0001(510) for constructing the Resurfacing and Traffic Stripe on S.R.#1 (U.S.#431) from near C.R.#266 (MP 203.95) to near C.R.#15 (MP 211.10) at Hollis Crossroads. Length 7.150 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,154,096.82 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,158,595.34 100.3898% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030627020 COUNTIES : RANDOLPH CLEBURNE LETTING DATE : 06/27/03 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 206D001 888.000 LF | 1.25000 1110.00| 1.31000 1163.28| Removing Guardrail | | | 0020 206E008 35.000 EACH| 90.00000 3150.00| 94.50000 3307.50| Removing Guardrail End Anchor (All Type | | | 0030 209A000 2.000 EACH| 85.00000 170.00| 350.38000 700.76| Mailbox Reset, Single | | | 0040 210D001 1110.000 CUYD| 18.50000 20535.00| 28.15000 31246.50| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 401B100 140228.000 SQYD| 0.49000 68711.72| 0.58000 81332.24| Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 5000.000 GAL | 0.00000 0.00| 1.07000 5350.00| Tack Coat | | | 0070 408A051 1296.000 SQYD| 4.00000 5184.00| 5.83000 7555.68| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0080 408A052 800.000 SQYD| 4.00000 3200.00| 4.52000 3616.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 424A360 5125.000 TON | 37.00000 189625.00| 33.94000 173942.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A361 5700.000 TON | 36.00000 205200.00| 34.05000 194085.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A366 1550.000 TON | 38.00000 58900.00| 41.27000 63968.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424A369 150.000 TON | 70.00000 10500.00| 162.93000 24439.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424A370 100.000 TON | 70.00000 7000.00| 162.42000 16242.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030627020 COUNTIES : RANDOLPH CLEBURNE LETTING DATE : 06/27/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B651 9225.000 TON | 29.00000 267525.00| 31.75000 292893.75| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0150 424B655 300.000 TON | 65.00000 19500.00| 105.77000 31731.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 430B043 2100.000 TON | 16.00000 33600.00| 21.34000 44814.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0170 600A000 LUMP| 100000.00000 100000.00| 892.50000 892.50| Mobilization | | | 0180 630A001 263.000 LF | 12.50000 3287.50| 13.12000 3450.56| Steel Beam Guardrail, Class A, Type 2 | | | 0190 630C050 1.000 EACH| 1280.00000 1280.00| 1344.00000 1344.00| Guardrail End Anchor, Type 20 Series | | | 0200 630C070 34.000 EACH| 1100.00000 37400.00| 1155.00000 39270.00| Guardrail End Anchor, Type 10 Series | | | 0210 658A001 2.000 ACRE| 1800.00000 3600.00| 1890.00000 3780.00| Hydro-Seeding & Mulching (Mix 1E) | | | 0220 659A000 500.000 SQYD| 2.00000 1000.00| 2.10000 1050.00| Erosion Control Netting, Class A | | | 0230 665F000 350.000 EACH| 10.00000 3500.00| 7.87000 2754.50| Hay Bales | | | 0240 665J000 1000.000 LF | 3.00000 3000.00| 9.00000 9000.00| Silt Fence, Type A | | | 0250 701A028 15.000 MILE| 1395.00000 20925.00| 1464.75000 21971.25| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0260 701A041 5.000 MILE| 900.00000 4500.00| 945.00000 4725.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701A046 5.000 MILE| 900.00000 4500.00| 945.00000 4725.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0280 701A048 8.000 MILE| 1620.00000 12960.00| 1701.00000 13608.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030627020 COUNTIES : RANDOLPH CLEBURNE LETTING DATE : 06/27/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 701B009 2500.000 LF | 0.78000 1950.00| 0.82000 2050.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0300 701C000 25.000 MILE| 440.00000 11000.00| 462.00000 11550.00| Broken Temporary Traffic Stripe | | | 0310 701C001 22.000 MILE| 520.00000 11440.00| 546.00000 12012.00| Solid Temporary Traffic Stripe | | | 0320 703A002 5752.000 SQFT| 2.30000 13229.60| 2.41000 13862.32| Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 292.000 SQFT| 3.25000 949.00| 3.41000 995.72| Traffic Control Legends, Class 2, Type | | | 0340 703D001 1000.000 SQFT| 1.30000 1300.00| 1.36000 1360.00| Temporary Traffic Control Markings | | | 0350 740B000 1100.000 SQFT| 12.00000 13200.00| 8.08000 8888.00| Construction Signs | | | 0360 740E000 75.000 EACH| 1.00000 75.00| 10.92000 819.00| Cones (36 Inches High) | | | 0370 740M001 75.000 EACH| 1.00000 75.00| 6.82000 511.50| Ballast For Cone | | | 0380 740O000 1.000 EACH| 7015.00000 7015.00| 20542.78000 20542.78| Pilot Car | | | 0390 741C010 2.000 EACH| 2000.00000 4000.00| 1522.50000 3045.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,154,096.82| $ 1,158,595.34| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,154,096.82| $ 1,158,595.34| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20030627021 COUNTIES : COLBERT LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0002(511) for constructing the Resurfacing and Traffic Stripe on S.R.#2 (U.S.#72) from MP 18.783 east of Pride to MP 21.145. Length - 2.362 mi -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 679,512.00 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 758,763.99 111.6631% 3 01087 APAC-SOUTHEAST, INC. $ 796,809.14 117.2620% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030627021 COUNTIES : COLBERT LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19074 |( 3 ) 01087 |ROGERS GROUP, INC. |S & M EQUIPMENT CO., 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 305B060 3705.000 TON | 9.50000 35197.50| 9.25000 34271.25| 10.58000 39198.90 Crushed Aggregate, Section 825, TYPE B | | | MISCELLANEOUS USE | | | 0020 405A000 5546.000 GAL | 1.00000 5546.00| 1.12000 6211.52| 1.00000 5546.00 Tack Coat | | | 0030 408A051 1066.000 SQYD| 2.30000 2451.80| 5.65000 6022.90| 3.21000 3421.86 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 424A280 4644.000 TON | 34.50000 160218.00| 37.38000 173592.72| 38.89000 180605.16 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424A289 471.000 TON | 39.00000 18369.00| 36.83000 17346.93| 42.69000 20106.99 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424B281 9226.000 TON | 25.50000 235263.00| 27.25000 251408.50| 31.04000 286375.04 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0070 424B285 500.000 TON | 33.00000 16500.00| 40.30000 20150.00| 44.15000 22075.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424B289 1200.000 TON | 29.00000 34800.00| 32.94000 39528.00| 33.48000 40176.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424B292 942.000 TON | 27.00000 25434.00| 32.94000 31029.48| 33.15000 31227.30 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424C291 3200.000 TON | 22.00000 70400.00| 24.88000 79616.00| 30.53000 97696.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 428D001 46086.000 LF | 0.15000 6912.90| 0.25000 11521.50| 0.20000 9217.20 Scoring Bituminous Pavement Surface | | | Edge By Cutting(16 Inch Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030627021 COUNTIES : COLBERT LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19074 |( 3 ) 01087 |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 14987.00000 14987.00| 20000.00000 20000.00| 6438.71000 6438.71 Mobilization | | | 0130 665F000 150.000 EACH| 5.00000 750.00| 4.00000 600.00| 6.80000 1020.00 Hay Bales | | | 0140 665J000 500.000 LF | 3.00000 1500.00| 4.00000 2000.00| 1.75000 875.00 Silt Fence, Type A | | | 0150 680A000 LUMP| 2000.00000 2000.00| 9000.00000 9000.00| 2121.57000 2121.57 Engineering Controls | | | 0160 701A028 5.000 MILE| 1385.00000 6925.00| 1523.50000 7617.50| 1412.70000 7063.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A032 5.000 MILE| 1385.00000 6925.00| 1523.50000 7617.50| 1412.70000 7063.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701B009 3224.000 LF | 0.75000 2418.00| 0.83000 2675.92| 0.77000 2482.48 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 9.000 MILE| 420.00000 3780.00| 462.00000 4158.00| 428.40000 3855.60 Broken Temporary Traffic Stripe | | | 0200 701C001 18.000 MILE| 490.00000 8820.00| 539.00000 9702.00| 499.80000 8996.40 Solid Temporary Traffic Stripe | | | 0210 702A040 5.000 MILE| 2500.00000 12500.00| 2750.00000 13750.00| 2550.00000 12750.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 703A002 89.000 SQFT| 5.00000 445.00| 5.50000 489.50| 5.10000 453.90 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 68.000 SQFT| 5.00000 340.00| 5.50000 374.00| 5.10000 346.80 Traffic Control Legends, Class 2, Type | | | 0240 703D001 96.000 SQFT| 1.30000 124.80| 1.43000 137.28| 1.33000 127.68 Temporary Traffic Control Markings | | | 0250 703E001 136.000 SQFT| 1.30000 176.80| 1.43000 194.48| 1.33000 180.88 Temporary Traffic Control Legends | | | 0260 705A030 4.000 EACH| 5.75000 23.00| 6.33000 25.32| 5.87000 23.48 Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 288.000 EACH| 5.75000 1656.00| 6.33000 1823.04| 5.87000 1690.56 Pavement Markers, Class A-H, Type 1-A | | | 0280 740B000 539.000 SQFT| 7.70000 4150.30| 8.35000 4500.65| 7.76000 4182.64 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030627021 COUNTIES : COLBERT LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19074 |( 3 ) 01087 |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 740D000 10.000 EACH| 22.74000 227.40| 50.00000 500.00| 34.18000 341.80 Channelizing Drums | | | 0300 740E000 50.000 EACH| 2.05000 102.50| 11.00000 550.00| 5.30000 265.00 Cones (36 Inches High) | | | 0310 740M001 50.000 EACH| 1.38000 69.00| 7.00000 350.00| 3.54000 177.00 Ballast For Cone | | | 0320 741C010 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 707.19000 707.19 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 679,512.00| $ 758,763.99| $ 796,809.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 679,512.00| $ 758,763.99| $ 796,809.14 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20030627022 COUNTIES : BIBB LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN03(205) for constructing the Resurfacing and Traffic Stripe on C.R.#16 from S.R.#25 in Pondville to S.R.#6 (U.S.#82) in Eoline. Length - 10.141 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 903,856.40 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 984,619.46 108.9354% 3 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,143,786.78 126.5452% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030627022 COUNTIES : BIBB LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 02033 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D021 6000.000 CUYD| 5.29000 31740.00| 11.90000 71400.00| 8.55000 51300.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 6000.000 GAL | 0.86000 5160.00| 1.00000 6000.00| 1.25000 7500.00 Tack Coat | | | 0030 424A340 6910.000 TON | 38.00000 262580.00| 39.62000 273774.20| 41.80000 288838.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424B643 13016.000 TON | 33.70000 438639.20| 34.86000 453737.76| 43.83000 570491.28 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B648 2100.000 TON | 41.55000 87255.00| 37.66000 79086.00| 46.50000 97650.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0060 600A000 LUMP| 7500.00000 7500.00| 19400.00000 19400.00| 59200.00000 59200.00 Mobilization | | | 0070 630A001 400.000 LF | 14.42000 5768.00| 23.20000 9280.00| 19.50000 7800.00 Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C070 12.000 EACH| 1339.00000 16068.00| 1400.00000 16800.00| 1200.00000 14400.00 Guardrail End Anchor, Type 10 Series | | | 0090 701A004 22.000 MILE| 370.80000 8157.60| 465.00000 10230.00| 360.00000 7920.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0100 701A008 5.000 MILE| 195.70000 978.50| 260.00000 1300.00| 190.00000 950.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701A012 15.000 MILE| 370.80000 5562.00| 475.00000 7125.00| 360.00000 5400.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0120 701C000 10.000 MILE| 401.70000 4017.00| 475.00000 4750.00| 390.00000 3900.00 Broken Temporary Traffic Stripe | | | 0130 701C001 30.000 MILE| 494.40000 14832.00| 505.00000 15150.00| 480.00000 14400.00 Solid Temporary Traffic Stripe | | | 0140 703A000 80.000 SQFT| 1.55000 124.00| 1.20000 96.00| 1.50000 120.00 Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030627022 COUNTIES : BIBB LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 02033 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 705A032 200.000 EACH| 5.92000 1184.00| 5.35000 1070.00| 5.75000 1150.00 Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 930.000 EACH| 5.92000 5505.60| 5.35000 4975.50| 5.75000 5347.50 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 290.000 SQFT| 7.95000 2305.50| 9.00000 2610.00| 8.00000 2320.00 Construction Signs | | | 0180 740E000 50.000 EACH| 12.65000 632.50| 11.50000 575.00| 1.00000 50.00 Cones (36 Inches High) | | | 0190 740M001 50.000 EACH| 7.95000 397.50| 8.00000 400.00| 1.00000 50.00 Ballast For Cone | | | 0200 740O000 1.000 EACH| 5450.00000 5450.00| 6860.00000 6860.00| 5000.00000 5000.00 Pilot Car | | | SECTION TOTALS | $ 903,856.40| $ 984,619.46| $ 1,143,786.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 903,856.40| $ 984,619.46| $ 1,143,786.78 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20030627023 COUNTIES : BUTLER LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN03(207) for constructing the Bridge Replacements (2) (Precast) and Approaches on C.R.#65 at Fourmile Mill Branch northeast of Mashville and on C.R.#47 at a tributary of Pigeon Creek east of Mt. Pleasant. Length 0.473 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 663,870.64 100.0000% 2 12037 LANEY & SONS CONSTRUCTION, INC. $ 669,741.05 100.8843% 3 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 685,729.75 103.2927% 4 13099 MCINNIS, LLC $ 699,824.50 105.4158% 5 23072 WOODLANDS SPECIALISTS, INC. $ 760,189.50 114.5087% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030627023 COUNTIES : BUTLER LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 12037 |( 3 ) 14005 |MURPHREE BRIDGE CORPORATION |LANEY & SONS CONSTRUCTION, |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 6000.00000 6000.00| 8000.00000 8000.00| 6500.00000 6500.00 Clearing & Grubbing (Approximately 4 | | | ACRES) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 7500.00000 7500.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 353+00.0 | | | 0030 206A001 LUMP| 15000.00000 15000.00| 7500.00000 7500.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 24+39.9 | | | 0040 210A000 854.000 CUYD| 3.10000 2647.40| 3.25000 2775.50| 3.10000 2647.40 Unclassified Excavation | | | 0050 210D001 10296.000 CUYD| 5.35000 55083.60| 6.45000 66409.20| 5.35000 55083.60 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 230A000 22.000 RBST| 185.00000 4070.00| 145.00000 3190.00| 185.00000 4070.00 Roadbed Processing | | | 0070 301A042 7185.000 SQYD| 3.35000 24069.75| 3.00000 21555.00| 3.35000 24069.75 Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0080 401A000 5640.000 SQYD| 0.50000 2820.00| 1.25000 7050.00| 0.50000 2820.00 Bituminous Treatment A | | | 0090 405A000 164.000 GAL | 5.00000 820.00| 2.50000 410.00| 4.75000 779.00 Tack Coat | | | 0100 429A200 275.000 TON | 66.50000 18287.50| 49.25000 13543.75| 63.00000 17325.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 590.000 TON | 66.50000 39235.00| 51.50000 30385.00| 64.00000 37760.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 502A000 222.000 LB | 2.50000 555.00| 3.80000 843.60| 1.00000 222.00 Steel Reinforcement | | | 0130 505A032 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 1000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0140 505B102 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 500.00000 1000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030627023 COUNTIES : BUTLER LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 12037 |( 3 ) 14005 |MURPHREE BRIDGE CORPORATION |LANEY & SONS CONSTRUCTION, |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M002 3590.000 LF | 12.00000 43080.00| 15.00000 53850.00| 22.00000 78980.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0160 507A000 4.000 EACH| 2000.00000 8000.00| 2400.00000 9600.00| 2600.00000 10400.00 Wire Rope Abutment Anchor Assembly | | | 0170 510A000 39.000 CUYD| 300.00000 11700.00| 550.00000 21450.00| 400.00000 15600.00 Bridge Substructure Concrete, Class A | | | 0180 511A000 88.000 EACH| 60.00000 5280.00| 160.00000 14080.00| 125.00000 11000.00 Elastomeric Bearings, Type 1 | | | 0190 512A017 4.000 EACH| 1574.00000 6296.00| 3350.00000 13400.00| 3700.00000 14800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0200 512B019 4.000 EACH| 1575.00000 6300.00| 4100.00000 16400.00| 4100.00000 16400.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 36'-8 1/2" | | | Long | | | 0210 512C010 36.000 EACH| 3355.00000 120780.00| 3375.00000 121500.00| 3900.00000 140400.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 32'-0" Long | | | 0220 512C011 12.000 EACH| 3475.00000 41700.00| 3675.00000 44100.00| 4000.00000 48000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 32'-0" Long| | | 0230 512D007 8.000 EACH| 3690.00000 29520.00| 3725.00000 29800.00| 3800.00000 30400.00 Precast Concrete Barrier Rail End | | | Section, 32'-0" Long | | | 0240 512D010 4.000 EACH| 3720.00000 14880.00| 3725.00000 14900.00| 3800.00000 15200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 32'-0" Long | | | 0250 512E013 24.000 EACH| 335.00000 8040.00| 750.00000 18000.00| 900.00000 21600.00 Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0260 512E014 16.000 EACH| 400.00000 6400.00| 850.00000 13600.00| 900.00000 14400.00 Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0270 512F002 16.000 EACH| 690.00000 11040.00| 1000.00000 16000.00| 900.00000 14400.00 Precast Concrete Wing Panels, Type W3 | | | 0280 512G000 8.000 EACH| 450.00000 3600.00| 850.00000 6800.00| 900.00000 7200.00 Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030627023 COUNTIES : BUTLER LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 12037 |( 3 ) 14005 |MURPHREE BRIDGE CORPORATION |LANEY & SONS CONSTRUCTION, |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 600A000 LUMP| 78227.39000 78227.39| 20000.00000 20000.00| 5000.00000 5000.00 Mobilization | | | 0300 610C001 1212.000 TON | 24.00000 29088.00| 28.00000 33936.00| 24.00000 29088.00 Loose Riprap, Class 2 | | | 0310 610D003 1350.000 SQYD| 3.00000 4050.00| 3.50000 4725.00| 3.00000 4050.00 Filter Blanket, Geotextile | | | 0320 630C003 8.000 EACH| 950.00000 7600.00| 900.00000 7200.00| 950.00000 7600.00 Guardrail End Anchor, Type 13 | | | 0330 630C050 8.000 EACH| 1355.00000 10840.00| 1450.00000 11600.00| 1355.00000 10840.00 Guardrail End Anchor, Type 20 Series | | | 0340 652A061 3.000 ACRE| 485.00000 1455.00| 525.00000 1575.00| 485.00000 1455.00 Seeding (Mix 3E) | | | 0350 656A000 3.000 ACRE| 450.00000 1350.00| 525.00000 1575.00| 450.00000 1350.00 Mulching, Class A, Type 1 | | | 0360 665F000 60.000 EACH| 6.25000 375.00| 5.00000 300.00| 5.00000 300.00 Hay Bales | | | 0370 665J000 800.000 LF | 3.30000 2640.00| 5.00000 4000.00| 3.00000 2400.00 Silt Fence, Type A | | | 0380 680A000 LUMP| 12000.00000 12000.00| 3600.00000 3600.00| 3000.00000 3000.00 Engineering Controls | | | 0390 701A004 2.000 MILE| 500.00000 1000.00| 525.00000 1050.00| 500.00000 1000.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A012 2.000 MILE| 500.00000 1000.00| 525.00000 1050.00| 500.00000 1000.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 740B000 346.000 SQFT| 8.50000 2941.00| 8.00000 2768.00| 15.00000 5190.00 Construction Signs | | | 0420 740F002 16.000 EACH| 150.00000 2400.00| 295.00000 4720.00| 400.00000 6400.00 Barricades, Type III | | | 0430 740I005 4.000 EACH| 175.00000 700.00| 250.00000 1000.00| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 663,870.64| $ 669,741.05| $ 685,729.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 663,870.64| $ 669,741.05| $ 685,729.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030627023 COUNTIES : BUTLER LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 23072 |( ) |MCINNIS, LLC |WOODLANDS SPECIALISTS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 6500.00000 6500.00| 5300.00000 5300.00| Clearing & Grubbing (Approximately 4 | | | ACRES) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 15500.00000 15500.00| Removal Of Old Bridge, Station 353+00.0 | | | 0030 206A001 LUMP| 10000.00000 10000.00| 15500.00000 15500.00| Removal Of Old Bridge, Station 24+39.9 | | | 0040 210A000 854.000 CUYD| 3.00000 2562.00| 5.00000 4270.00| Unclassified Excavation | | | 0050 210D001 10296.000 CUYD| 6.00000 61776.00| 7.00000 72072.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 230A000 22.000 RBST| 135.00000 2970.00| 400.00000 8800.00| Roadbed Processing | | | 0070 301A042 7185.000 SQYD| 2.50000 17962.50| 1.54000 11064.90| Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0080 401A000 5640.000 SQYD| 1.00000 5640.00| 1.70000 9588.00| Bituminous Treatment A | | | 0090 405A000 164.000 GAL | 2.00000 328.00| 2.83000 464.12| Tack Coat | | | 0100 429A200 275.000 TON | 46.00000 12650.00| 56.50000 15537.50| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 590.000 TON | 48.00000 28320.00| 56.50000 33335.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 502A000 222.000 LB | 1.00000 222.00| 0.57000 126.54| Steel Reinforcement | | | 0130 505A032 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0140 505B102 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030627023 COUNTIES : BUTLER LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 23072 |( ) |MCINNIS, LLC |WOODLANDS SPECIALISTS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M002 3590.000 LF | 24.00000 86160.00| 25.23000 90575.70| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0160 507A000 4.000 EACH| 2140.00000 8560.00| 3216.13000 12864.52| Wire Rope Abutment Anchor Assembly | | | 0170 510A000 39.000 CUYD| 500.00000 19500.00| 404.54000 15777.06| Bridge Substructure Concrete, Class A | | | 0180 511A000 88.000 EACH| 114.00000 10032.00| 98.78000 8692.64| Elastomeric Bearings, Type 1 | | | 0190 512A017 4.000 EACH| 3638.00000 14552.00| 4179.56000 16718.24| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0200 512B019 4.000 EACH| 4069.00000 16276.00| 4553.97000 18215.88| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 36'-8 1/2" | | | Long | | | 0210 512C010 36.000 EACH| 3900.00000 140400.00| 3616.63000 130198.68| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 32'-0" Long | | | 0220 512C011 12.000 EACH| 4066.00000 48792.00| 3760.15000 45121.80| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 32'-0" Long| | | 0230 512D007 8.000 EACH| 3863.00000 30904.00| 3696.09000 29568.72| Precast Concrete Barrier Rail End | | | Section, 32'-0" Long | | | 0240 512D010 4.000 EACH| 3915.00000 15660.00| 3741.95000 14967.80| Precast Concrete Barrier Rail | | | Intermediate Section, 32'-0" Long | | | 0250 512E013 24.000 EACH| 321.00000 7704.00| 504.70000 12112.80| Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0260 512E014 16.000 EACH| 419.00000 6704.00| 590.09000 9441.44| Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0270 512F002 16.000 EACH| 655.00000 10480.00| 795.81000 12732.96| Precast Concrete Wing Panels, Type W3 | | | 0280 512G000 8.000 EACH| 524.00000 4192.00| 681.73000 5453.84| Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 023 -7 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030627023 COUNTIES : BUTLER LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 23072 |( ) |MCINNIS, LLC |WOODLANDS SPECIALISTS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 600A000 LUMP| 27212.00000 27212.00| 54000.00000 54000.00| Mobilization | | | 0300 610C001 1212.000 TON | 27.00000 32724.00| 26.23000 31790.76| Loose Riprap, Class 2 | | | 0310 610D003 1350.000 SQYD| 3.00000 4050.00| 1.84000 2484.00| Filter Blanket, Geotextile | | | 0320 630C003 8.000 EACH| 900.00000 7200.00| 1017.00000 8136.00| Guardrail End Anchor, Type 13 | | | 0330 630C050 8.000 EACH| 1450.00000 11600.00| 1638.50000 13108.00| Guardrail End Anchor, Type 20 Series | | | 0340 652A061 3.000 ACRE| 750.00000 2250.00| 1000.00000 3000.00| Seeding (Mix 3E) | | | 0350 656A000 3.000 ACRE| 750.00000 2250.00| 1000.00000 3000.00| Mulching, Class A, Type 1 | | | 0360 665F000 60.000 EACH| 3.00000 180.00| 5.65000 339.00| Hay Bales | | | 0370 665J000 800.000 LF | 3.50000 2800.00| 7.61000 6088.00| Silt Fence, Type A | | | 0380 680A000 LUMP| 12000.00000 12000.00| 5650.00000 5650.00| Engineering Controls | | | 0390 701A004 2.000 MILE| 500.00000 1000.00| 988.75000 1977.50| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A012 2.000 MILE| 500.00000 1000.00| 988.75000 1977.50| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 740B000 346.000 SQFT| 12.00000 4152.00| 10.54000 3646.84| Construction Signs | | | 0420 740F002 16.000 EACH| 220.00000 3520.00| 141.08000 2257.28| Barricades, Type III | | | 0430 740I005 4.000 EACH| 260.00000 1040.00| 183.62000 734.48| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 699,824.50| $ 760,189.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 699,824.50| $ 760,189.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20030627024 COUNTIES : HALE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN03 (208) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#12 from Old U.S.#80 East at Laneville to S.R.#61. Length 9.659 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 558,532.00 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 603,209.92 107.9992% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030627024 COUNTIES : HALE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 532.000 LF | 2.10000 1117.20| 2.10000 1117.20| Removing Guardrail | | | 0020 206E013 4.000 EACH| 87.50000 350.00| 87.50000 350.00| Removing Guardrail End Anchor (Type 13) | | | 0030 206E019 12.000 EACH| 87.50000 1050.00| 87.50000 1050.00| Removing Guardrail End Anchor (Type 10) | | | 0040 401B106 112335.000 SQYD| 1.53000 171872.55| 1.60000 179736.00| Bituminous Treatment JG (With Polymer | | | Additive) | | | 0050 405A000 3368.000 GAL | 1.00000 3368.00| 1.10000 3704.80| Tack Coat | | | 0060 424A347 4212.000 TON | 39.25000 165321.00| 47.66000 200743.92| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B648 1853.000 TON | 40.50000 75046.50| 50.00000 92650.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0080 600A000 LUMP| 35950.00000 35950.00| 22500.00000 22500.00| Mobilization | | | 0090 630A001 525.000 LF | 12.00000 6300.00| 12.00000 6300.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630A015 550.000 LF | 18.50000 10175.00| 18.50000 10175.00| Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0110 630C003 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| Guardrail End Anchor, Type 13 | | | 0120 630C022 8.000 EACH| 1250.00000 10000.00| 1250.00000 10000.00| Guardrail End Anchor, Type Special | | | 0130 630C070 28.000 EACH| 1210.00000 33880.00| 1210.00000 33880.00| Guardrail End Anchor, Type 10 Series | | | 0140 701A004 20.000 MILE| 380.00000 7600.00| 380.00000 7600.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0150 701A008 8.000 MILE| 210.00000 1680.00| 210.00000 1680.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030627024 COUNTIES : HALE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A012 12.000 MILE| 390.00000 4680.00| 390.00000 4680.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0170 701C000 8.000 MILE| 420.00000 3360.00| 420.00000 3360.00| Broken Temporary Traffic Stripe | | | 0180 701C001 12.000 MILE| 480.00000 5760.00| 480.00000 5760.00| Solid Temporary Traffic Stripe | | | 0190 703A000 100.000 SQFT| 1.50000 150.00| 1.50000 150.00| Traffic Control Markings, Class 1, Type | | | A | | | 0200 705A032 528.000 EACH| 5.75000 3036.00| 5.75000 3036.00| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 1056.000 EACH| 5.75000 6072.00| 5.75000 6072.00| Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 405.000 SQFT| 12.75000 5163.75| 8.00000 3240.00| Construction Signs | | | 0230 740E000 25.000 EACH| 14.00000 350.00| 1.00000 25.00| Cones (36 Inches High) | | | 0240 740O000 1.000 EACH| 1850.00000 1850.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 558,532.00| $ 603,209.92| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 558,532.00| $ 603,209.92| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20030627025 COUNTIES : ELMORE LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN03(209) for constructing the Resurfacing and Traffic Stripe on variou county roads as indicated on the plans. Length - 25.886 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,491,990.15 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 1,570,899.45 105.2889% 3 01087 APAC-SOUTHEAST, INC. $ 1,726,757.83 115.7352% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,894,122.15 126.9527% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030627025 COUNTIES : ELMORE LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, 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 210D001 37743.000 CUYD| 2.00000 75486.00| 6.65000 250990.95| 9.14000 344971.02 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 405A000 19130.000 GAL | 0.85000 16260.50| 0.60000 11478.00| 0.85000 16260.50 Tack Coat | | | 0030 408A051 702.000 SQYD| 4.50000 3159.00| 4.00000 2808.00| 7.80000 5475.60 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A052 943.000 SQYD| 5.50000 5186.50| 5.50000 5186.50| 6.65000 6270.95 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A341 24421.000 TON | 32.15000 785135.15| 25.80000 630061.80| 29.60000 722861.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A344 300.000 TON | 97.00000 29100.00| 55.00000 16500.00| 85.40000 25620.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424A346 12403.000 TON | 24.00000 297672.00| 28.40000 352245.20| 29.90000 370849.70 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 75000.00000 75000.00| 94400.00000 94400.00| 31000.00000 31000.00 Mobilization | | | 0090 630A001 150.000 LF | 10.00000 1500.00| 10.00000 1500.00| 10.00000 1500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630A004 426.000 LF | 12.25000 5218.50| 12.25000 5218.50| 12.25000 5218.50 Steel Beam Guardrail, Class B, Type 2 | | | 0110 630C022 12.000 EACH| 1000.00000 12000.00| 1000.00000 12000.00| 1000.00000 12000.00 Guardrail End Anchor, Type Special | | | 0120 630C070 12.000 EACH| 1200.00000 14400.00| 1200.00000 14400.00| 1200.00000 14400.00 Guardrail End Anchor, Type 10 Series | | | 0130 652A056 39.000 ACRE| 375.00000 14625.00| 400.00000 15600.00| 378.79000 14772.81 Seeding (Mix 2E) | | | 0140 656A000 39.000 ACRE| 330.00000 12870.00| 330.00000 12870.00| 333.35000 13000.65 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030627025 COUNTIES : ELMORE LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665F000 600.000 EACH| 5.00000 3000.00| 5.00000 3000.00| 5.05000 3030.00 Hay Bales | | | 0160 665J000 1200.000 LF | 4.00000 4800.00| 3.25000 3900.00| 2.85000 3420.00 Silt Fence, Type A | | | 0170 701A030 53.000 MILE| 650.00000 34450.00| 650.00000 34450.00| 654.88000 34708.64 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0180 701A034 41.000 MILE| 650.00000 26650.00| 650.00000 26650.00| 654.88000 26850.08 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0190 701A044 15.000 MILE| 340.00000 5100.00| 340.00000 5100.00| 342.55000 5138.25 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0200 701C000 15.000 MILE| 420.00000 6300.00| 420.00000 6300.00| 423.15000 6347.25 Broken Temporary Traffic Stripe | | | 0210 701C001 41.000 MILE| 480.00000 19680.00| 480.00000 19680.00| 483.60000 19827.60 Solid Temporary Traffic Stripe | | | 0220 703A004 2102.000 SQFT| 2.50000 5255.00| 2.50000 5255.00| 2.52000 5297.04 Traffic Control Markings, Class 2T, | | | Type A | | | 0230 705A032 906.000 EACH| 5.50000 4983.00| 5.50000 4983.00| 5.54000 5019.24 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 5105.000 EACH| 5.50000 28077.50| 5.50000 28077.50| 5.54000 28281.70 Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 606.000 SQFT| 7.00000 4242.00| 7.50000 4545.00| 7.45000 4514.70 Construction Signs | | | 0260 740E000 120.000 EACH| 7.00000 840.00| 10.00000 1200.00| 1.00000 120.00 Cones (36 Inches High) | | | 0270 740O000 2.000 EACH| 500.00000 1000.00| 1250.00000 2500.00| 1.00000 2.00 Pilot Car | | | SECTION TOTALS | $ 1,491,990.15| $ 1,570,899.45| $ 1,726,757.83 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,491,990.15| $ 1,570,899.45| $ 1,726,757.83 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030627025 COUNTIES : ELMORE LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |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 37743.000 CUYD| 8.48000 320060.64| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 405A000 19130.000 GAL | 0.90000 17217.00| | Tack Coat | | | 0030 408A051 702.000 SQYD| 5.71000 4008.42| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A052 943.000 SQYD| 4.25000 4007.75| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A341 24421.000 TON | 33.25000 811998.25| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A344 300.000 TON | 55.11000 16533.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424A346 12403.000 TON | 35.63000 441918.89| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 17750.29000 17750.29| | Mobilization | | | 0090 630A001 150.000 LF | 11.29000 1693.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0100 630A004 426.000 LF | 13.84000 5895.84| | Steel Beam Guardrail, Class B, Type 2 | | | 0110 630C022 12.000 EACH| 1129.31000 13551.72| | Guardrail End Anchor, Type Special | | | 0120 630C070 12.000 EACH| 1355.17000 16262.04| | Guardrail End Anchor, Type 10 Series | | | 0130 652A056 39.000 ACRE| 537.77000 20973.03| | Seeding (Mix 2E) | | | 0140 656A000 39.000 ACRE| 478.01000 18642.39| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030627025 COUNTIES : ELMORE LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665F000 600.000 EACH| 7.17000 4302.00| | Hay Bales | | | 0160 665J000 1200.000 LF | 3.47000 4164.00| | Silt Fence, Type A | | | 0170 701A030 53.000 MILE| 892.15000 47283.95| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0180 701A034 41.000 MILE| 892.15000 36578.15| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0190 701A044 15.000 MILE| 553.36000 8300.40| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0200 701C000 15.000 MILE| 338.79000 5081.85| | Broken Temporary Traffic Stripe | | | 0210 701C001 41.000 MILE| 440.43000 18057.63| | Solid Temporary Traffic Stripe | | | 0220 703A004 2102.000 SQFT| 2.94000 6179.88| | Traffic Control Markings, Class 2T, | | | Type A | | | 0230 705A032 906.000 EACH| 5.87000 5318.22| | Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 5105.000 EACH| 6.09000 31089.45| | Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 606.000 SQFT| 8.66000 5247.96| | Construction Signs | | | 0260 740E000 120.000 EACH| 5.98000 717.60| | Cones (36 Inches High) | | | 0270 740O000 2.000 EACH| 5644.15000 11288.30| | Pilot Car | | | SECTION TOTALS | $ 1,894,122.15| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,894,122.15| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20030627026 COUNTIES : BIBB CHILTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 FAYETTE OTHERS CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPTE-CN03(901) for constructing the School and Pedestrian Safety Improvements at various locations as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19111 SAFTEY GUIDE OF ALABAMA, L.L.C. $ 363,905.50 100.0000% 2 08085 H D CONSTRUCTION, INC. $ 458,540.00 126.0052% 3 04047 DRM UTILITIES, LLC $ 472,374.50 129.8069% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030627026 COUNTIES : BIBB CHILTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 FAYETTE OTHERS ==================================================================================================================================== |( 1 ) 19111 |( 2 ) 08085 |( 3 ) 04047 |SAFETY GUIDE OF ALABAMA, L. |H D CONSTRUCTION, INC. |DRM UTILITIES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C000 124.000 SQYD| 12.00000 1488.00| 11.25000 1395.00| 6.00000 744.00 Removing Concrete Sidewalk | | | 0020 210A000 234.000 CUYD| 12.00000 2808.00| 8.50000 1989.00| 15.00000 3510.00 Unclassified Excavation | | | 0030 424A371 58.000 TON | 65.00000 3770.00| 90.00000 5220.00| 110.00000 6380.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0040 424B663 176.000 TON | 65.00000 11440.00| 90.00000 15840.00| 125.00000 22000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 535A302 6.000 LF | 100.00000 600.00| 42.00000 252.00| 100.00000 600.00 24" Side Drain Pipe (Extension) | | | 0060 600A000 LUMP| 44000.00000 44000.00| 62000.00000 62000.00| 35000.00000 35000.00 Mobilization | | | 0070 618A000 2205.000 SQYD| 40.00000 88200.00| 85.00000 187425.00| 55.00000 121275.00 Concrete Sidewalk, 4" Thick | | | 0080 620A000 1.000 CUYD| 750.00000 750.00| 550.00000 550.00| 650.00000 650.00 Minor Structure Concrete | | | 0090 623B000 3159.000 LF | 12.50000 39487.50| 12.00000 37908.00| 12.00000 37908.00 Concrete Curb, Type N | | | 0100 651B000 2.000 TON | 40.00000 80.00| 85.00000 170.00| 100.00000 200.00 Agricultural Limestone | | | 0110 651C000 1.000 TON | 300.00000 300.00| 450.00000 450.00| 550.00000 550.00 8-8-8 Commercial Fertilizer | | | 0120 652A056 1.000 ACRE| 1000.00000 1000.00| 550.00000 550.00| 800.00000 800.00 Seeding (Mix 2E) | | | 0130 656A000 1.000 ACRE| 1000.00000 1000.00| 550.00000 550.00| 450.00000 450.00 Mulching, Class A, Type 1 | | | 0140 665J000 3570.000 LF | 3.00000 10710.00| 3.25000 11602.50| 3.50000 12495.00 Silt Fence, Type A | | | 0150 680A000 LUMP| 10000.00000 10000.00| 27500.00000 27500.00| 3500.00000 3500.00 Engineering Controls | | | 0160 703A002 2284.000 SQFT| 3.00000 6852.00| 4.00000 9136.00| 3.50000 7994.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030627026 COUNTIES : BIBB CHILTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 FAYETTE OTHERS ==================================================================================================================================== |( 1 ) 19111 |( 2 ) 08085 |( 3 ) 04047 |SAFETY GUIDE OF ALABAMA, L. |H D CONSTRUCTION, INC. |DRM UTILITIES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 703B002 819.000 SQFT| 3.00000 2457.00| 4.00000 3276.00| 3.50000 2866.50 Traffic Control Legends, Class 2, Type | | | 0180 710A125 427.000 SQFT| 18.00000 7686.00| 32.00000 13664.00| 26.00000 11102.00 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0190 710B001 786.000 LF | 5.50000 4323.00| 7.25000 5698.50| 10.00000 7860.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0200 730Y100 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 15015.00000 15015.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (Hubbertville High School) | | | 0210 730Y101 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 15015.00000 15015.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (Hubbertville High School) | | | 0220 730Y102 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 15015.00000 15015.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (Berry High School) | | | 0230 730Y103 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 15015.00000 15015.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (Berry High School) | | | 0240 730Y104 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 15015.00000 15015.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (Vernon High School) | | | 0250 730Y105 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 15015.00000 15015.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (Vernon High School) | | | 0260 730Y106 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 15015.00000 15015.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (Maplesville High School) | | | 0270 730Y107 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 15015.00000 15015.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (Maplesville High School) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030627026 COUNTIES : BIBB CHILTON LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 FAYETTE OTHERS ==================================================================================================================================== |( 1 ) 19111 |( 2 ) 08085 |( 3 ) 04047 |SAFETY GUIDE OF ALABAMA, L. |H D CONSTRUCTION, INC. |DRM UTILITIES, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 730Y108 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 15015.00000 15015.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (Jemison High School) | | | 0290 730Y109 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 15015.00000 15015.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (Jemison High School) | | | 0300 730Y110 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 14000.00000 14000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (West Blocton High School) | | | 0310 730Y111 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 14000.00000 14000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign (West Blocton High School) | | | 0320 740B000 422.000 SQFT| 7.00000 2954.00| 12.00000 5064.00| 20.00000 8440.00 Construction Signs | | | 0330 740D000 50.000 EACH| 56.00000 2800.00| 65.00000 3250.00| 75.00000 3750.00 Channelizing Drums | | | 0340 740E000 50.000 EACH| 2.50000 125.00| 5.50000 275.00| 9.00000 450.00 Cones (36 Inches High) | | | 0350 740M001 50.000 EACH| 1.50000 75.00| 5.50000 275.00| 8.00000 400.00 Ballast For Cone | | | 0360 741C010 1.000 EACH| 1000.00000 1000.00| 10500.00000 10500.00| 5300.00000 5300.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 363,905.50| $ 458,540.00| $ 472,374.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 363,905.50| $ 458,540.00| $ 472,374.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20030627027 COUNTIES : MONTGOMERY LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0008(512) for constructing the Resurfacing and Traffic Stripe on East Boulevard (S.R.#8/U.S.#80) from the Troy Highway (S.R.#6/U.S.#231) to the Atlanta Highway in Montgomery. Length 3.281 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 687,710.25 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 752,595.50 109.4350% 3 01087 APAC-SOUTHEAST, INC. $ 754,316.25 109.6852% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030627027 COUNTIES : MONTGOMERY LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, 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 210D021 1000.000 CUYD| 3.00000 3000.00| 8.75000 8750.00| 15.25000 15250.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 2810.000 GAL | 2.50000 7025.00| 0.80000 2248.00| 6.00000 16860.00 Tack Coat | | | 0030 424A281 13705.000 TON | 33.15000 454320.75| 34.20000 468711.00| 33.45000 458432.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0040 424A287 300.000 TON | 55.00000 16500.00| 36.00000 10800.00| 41.37000 12411.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0050 424A361 680.000 TON | 28.65000 19482.00| 31.75000 21590.00| 21.00000 14280.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A370 650.000 TON | 38.50000 25025.00| 32.50000 21125.00| 61.50000 39975.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 428B000 60200.000 LF | 0.08000 4816.00| 0.05000 3010.00| 0.14000 8428.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0080 600A000 LUMP| 10000.00000 10000.00| 63350.00000 63350.00| 42000.00000 42000.00 Mobilization | | | 0090 652A056 4.000 ACRE| 470.00000 1880.00| 450.00000 1800.00| 440.00000 1760.00 Seeding (Mix 2E) | | | 0100 656A000 4.000 ACRE| 445.00000 1780.00| 450.00000 1800.00| 400.00000 1600.00 Mulching, Class A, Type 1 | | | 0110 665F000 100.000 EACH| 4.50000 450.00| 5.00000 500.00| 6.00000 600.00 Hay Bales | | | 0120 665J000 1000.000 LF | 2.50000 2500.00| 3.50000 3500.00| 3.00000 3000.00 Silt Fence, Type A | | | 0130 701A028 8.000 MILE| 1390.00000 11120.00| 1390.00000 11120.00| 1390.00000 11120.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030627027 COUNTIES : MONTGOMERY LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A032 6.000 MILE| 1390.00000 8340.00| 1390.00000 8340.00| 1390.00000 8340.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 14.000 MILE| 840.00000 11760.00| 840.00000 11760.00| 840.00000 11760.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 23100.000 LF | 0.76000 17556.00| 0.76000 17556.00| 0.76000 17556.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 14.000 MILE| 420.00000 5880.00| 420.00000 5880.00| 420.00000 5880.00 Broken Temporary Traffic Stripe | | | 0180 701C001 6.000 MILE| 490.00000 2940.00| 490.00000 2940.00| 490.00000 2940.00 Solid Temporary Traffic Stripe | | | 0190 701F000 23100.000 LF | 0.25000 5775.00| 0.25000 5775.00| 0.25000 5775.00 Dotted Temporary Traffic Stripe | | | 0200 701G121 2410.000 LF | 1.35000 3253.50| 1.35000 3253.50| 1.35000 3253.50 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G125 2410.000 LF | 3.51000 8459.10| 3.51000 8459.10| 3.51000 8459.10 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 2410.000 LF | 3.64000 8772.40| 3.64000 8772.40| 3.64000 8772.40 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H001 4820.000 LF | 0.40000 1928.00| 0.40000 1928.00| 0.40000 1928.00 Solid Traffic Stripe Removed (Plastic) | | | 0240 701H006 2410.000 LF | 0.40000 964.00| 0.40000 964.00| 0.40000 964.00 Broken Traffic Stripe Removed (Plastic) | | | 0250 703A002 2820.000 SQFT| 2.50000 7050.00| 2.50000 7050.00| 2.50000 7050.00 Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 1750.000 SQFT| 3.50000 6125.00| 3.50000 6125.00| 3.50000 6125.00 Traffic Control Legends, Class 2, Type | | | 0270 703D001 2820.000 SQFT| 1.30000 3666.00| 1.30000 3666.00| 1.30000 3666.00 Temporary Traffic Control Markings | | | 0280 703E001 1750.000 SQFT| 1.30000 2275.00| 1.30000 2275.00| 1.30000 2275.00 Temporary Traffic Control Legends | | | 0290 705A030 56.000 EACH| 5.50000 308.00| 5.50000 308.00| 5.50000 308.00 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030627027 COUNTIES : MONTGOMERY LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01023 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A031 1272.000 EACH| 5.50000 6996.00| 5.50000 6996.00| 5.50000 6996.00 Pavement Markers, Class A-H, Type 1-A | | | 0310 705A032 67.000 EACH| 5.50000 368.50| 5.50000 368.50| 5.50000 368.50 Pavement Markers, Class A-H, Type 1-B | | | 0320 740B000 1425.000 SQFT| 7.00000 9975.00| 11.00000 15675.00| 7.42000 10573.50 Construction Signs | | | 0330 740D000 200.000 EACH| 59.60000 11920.00| 62.00000 12400.00| 75.00000 15000.00 Channelizing Drums | | | 0340 741C010 2.000 EACH| 2750.00000 5500.00| 1900.00000 3800.00| 305.00000 610.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 687,710.25| $ 752,595.50| $ 754,316.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 687,710.25| $ 752,595.50| $ 754,316.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20030627029 COUNTIES : HENRY LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0010(501) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#10 from C.R.#65 near Shorterville to the Georgia state line. Length - 3.972 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 673,123.73 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 782,023.43 116.1783% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030627029 COUNTIES : HENRY LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 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 | | | 0010 210D011 4500.000 CUYD| 7.00000 31500.00| 7.25000 32625.00| Borrow Excavation (A-4 or Better) | | | 0020 212A000 418.000 STA | 26.00000 10868.00| 30.00000 12540.00| Machine Grading Shoulders | | | 0030 401B108 55588.000 SQYD| 0.79000 43914.52| 0.66000 36688.08| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 2312.000 GAL | 1.45000 3352.40| 2.48000 5733.76| Tack Coat | | | 0050 408A052 16864.000 SQYD| 0.90000 15177.60| 1.50000 25296.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 4806.000 TON | 36.90000 177341.40| 42.95000 206417.70| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 1779.000 TON | 38.75000 68936.25| 48.00000 85392.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 6235.000 TON | 35.20000 219472.00| 40.95000 255323.25| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 30000.00000 30000.00| 48800.00000 48800.00| Mobilization | | | 0100 651B000 20.000 TON | 28.00000 560.00| 28.00000 560.00| Agricultural Limestone | | | 0110 652A061 10.000 ACRE| 360.00000 3600.00| 360.00000 3600.00| Seeding (Mix 3E) | | | 0120 656A000 10.000 ACRE| 330.00000 3300.00| 330.00000 3300.00| Mulching, Class A, Type 1 | | | 0130 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| Hay Bales | | | 0140 665J000 1500.000 LF | 2.82000 4230.00| 2.82000 4230.00| Silt Fence, Type A | | | 0150 680A000 LUMP| 752.42000 752.42| 1000.00000 1000.00| Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030627029 COUNTIES : HENRY LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A028 8.000 MILE| 1350.00000 10800.00| 1350.00000 10800.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A046 2.000 MILE| 875.00000 1750.00| 875.00000 1750.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 6.000 MILE| 1550.00000 9300.00| 1550.00000 9300.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701C000 5.000 MILE| 380.00000 1900.00| 380.00000 1900.00| Broken Temporary Traffic Stripe | | | 0200 701C001 32.000 MILE| 440.00000 14080.00| 440.00000 14080.00| Solid Temporary Traffic Stripe | | | 0210 701D007 1.000 MILE| 1600.00000 1600.00| 1600.00000 1600.00| Solid Traffic Stripe Removed (Paint) | | | 0220 701D008 1.000 MILE| 1700.00000 1700.00| 1700.00000 1700.00| Solid Traffic Stripe Removed (Plastic) | | | 0230 701D014 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Broken Traffic Stripe Removed (Paint) | | | 0240 701D015 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Broken Traffic Stripe Removed (Plastic) | | | 0250 701G125 262.000 LF | 4.79000 1254.98| 4.79000 1254.98| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G133 262.000 LF | 4.93000 1291.66| 4.93000 1291.66| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 703A002 168.000 SQFT| 3.00000 504.00| 3.00000 504.00| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703D001 168.000 SQFT| 4.00000 672.00| 4.00000 672.00| Temporary Traffic Control Markings | | | 0290 705A032 75.000 EACH| 5.25000 393.75| 5.25000 393.75| Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 375.000 EACH| 5.25000 1968.75| 5.25000 1968.75| Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 904.000 SQFT| 7.25000 6554.00| 7.75000 7006.00| Construction Signs | | | 0320 740E000 150.000 EACH| 10.00000 1500.00| 7.07000 1060.50| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030627029 COUNTIES : HENRY LETTING DATE : 06/27/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740M001 150.000 EACH| 5.00000 750.00| 4.24000 636.00| Ballast For Cone | | | 0340 740O000 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| Pilot Car | | | SECTION TOTALS | $ 673,123.73| $ 782,023.43| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 673,123.73| $ 782,023.43| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20030627030 COUNTIES : BALDWIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0016(500) for constructing the Planing, Resurfacing and Traffic Stripe NH-0059(500) on S.R.#59 (U.S.#90) from MP 55.788 south of Loxley to MP 59.385 north of Robertsdale and from MP 27.300 north of Loxley to MP 28.900 south of I-10. Length 5.197 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 1,755,555.55 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 1,760,832.35 100.3006% 3 01053 ANDERSON COLUMBIA CO., INC. $ 2,221,901.30 126.5640% 4 01087 APAC-SOUTHEAST, INC. $ 2,315,323.26 131.8855% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030627030 COUNTIES : BALDWIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 01053 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |ANDERSON COLUMBIA CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 25.000 LF | 1.13000 28.25| 1.10000 27.50| 2.00000 50.00 Removing Guardrail | | | 0020 206E008 6.000 EACH| 112.76000 676.56| 109.35000 656.10| 160.00000 960.00 Removing Guardrail End Anchor (All Type | | | 0030 209A000 7.000 EACH| 57.88000 405.16| 72.25000 505.75| 100.00000 700.00 Mailbox Reset, Single | | | 0040 210D022 600.000 CUYD| 6.12000 3672.00| 7.45000 4470.00| 7.00000 4200.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0050 405A000 22130.000 GAL | 1.13000 25006.90| 0.90000 19917.00| 1.00000 22130.00 Tack Coat | | | 0060 408A052 56423.000 SQYD| 0.19000 10720.37| 0.55000 31032.65| 0.80000 45138.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A280 12040.000 TON | 37.35000 449694.00| 37.35000 449694.00| 50.00000 602000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424B281 24280.000 TON | 34.67000 841787.60| 33.40000 810952.00| 43.60000 1058608.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0090 424B285 400.000 TON | 50.62000 20248.00| 35.60000 14240.00| 53.60000 21440.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B289 1385.000 TON | 38.14000 52823.90| 33.40000 46259.00| 47.60000 65926.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 428D000 1120.000 LF | 0.19000 212.80| 0.50000 560.00| 0.22000 246.40 Scoring Bituminous Pavement Surface | | | Edge By Cutting(10 Inch Wide) | | | 0120 428D001 50150.000 LF | 0.19000 9528.50| 0.30000 15045.00| 0.15000 7522.50 Scoring Bituminous Pavement Surface | | | Edge By Cutting(16 Inch Wide) | | | 0130 600A000 LUMP| 16361.06000 16361.06| 14275.35000 14275.35| 60000.00000 60000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030627030 COUNTIES : BALDWIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 01053 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |ANDERSON COLUMBIA CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 622A002 4.000 EACH| 198.43000 793.72| 375.00000 1500.00| 600.00000 2400.00 Manhole Covers Reset (Sanitary) | | | 0150 630A001 494.000 LF | 11.22000 5542.68| 10.90000 5384.60| 15.00000 7410.00 Steel Beam Guardrail, Class A, Type 2 | | | 0160 630C050 5.000 EACH| 1550.45000 7752.25| 1503.85000 7519.25| 1600.00000 8000.00 Guardrail End Anchor, Type 20 Series | | | 0170 630C070 1.000 EACH| 1353.12000 1353.12| 1312.45000 1312.45| 1400.00000 1400.00 Guardrail End Anchor, Type 10 Series | | | 0180 631B001 14.000 EACH| 42.29000 592.06| 41.00000 574.00| 70.00000 980.00 New Wood Posts Set | | | 0190 631C000 1676.000 LF | 3.10000 5195.60| 3.00000 5028.00| 5.00000 8380.00 Steel Beam Guardrail Class A, Type 1 | | | Reset | | | 0200 631E001 6.000 EACH| 225.52000 1353.12| 218.75000 1312.50| 200.00000 1200.00 Guardrail End Anchor Type 8, Reset | | | 0210 643B000 2.000 EACH| 155.97000 311.94| 50.00000 100.00| 350.00000 700.00 Valve Boxes Reset | | | 0220 650A000 5525.000 CUYD| 7.04000 38896.00| 9.45000 52211.25| 7.00000 38675.00 Topsoil | | | 0230 652A061 9.000 ACRE| 563.80000 5074.20| 486.70000 4380.30| 600.00000 5400.00 Seeding (Mix 3E) | | | 0240 654A001 760.000 SQYD| 4.51000 3427.60| 3.30000 2508.00| 3.00000 2280.00 Solid Sodding (Bermuda) | | | 0250 656A000 9.000 ACRE| 563.80000 5074.20| 470.30000 4232.70| 600.00000 5400.00 Mulching, Class A, Type 1 | | | 0260 665F000 2352.000 EACH| 2.50000 5880.00| 6.50000 15288.00| 7.00000 16464.00 Hay Bales | | | 0270 665J000 2592.000 LF | 2.64000 6842.88| 2.45000 6350.40| 2.00000 5184.00 Silt Fence, Type A | | | 0280 666A001 9.000 ACRE| 33.83000 304.47| 82.05000 738.45| 35.00000 315.00 Pest Control Treatment | | | 0290 701A028 12.000 MILE| 1409.50000 16914.00| 1381.65000 16579.80| 1325.00000 15900.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0300 701C000 41.000 MILE| 310.09000 12713.69| 331.60000 13595.60| 320.00000 13120.00 Broken Temporary Traffic Stripe | | | 0310 701C001 44.000 MILE| 394.66000 17365.04| 442.15000 19454.60| 420.00000 18480.00 Solid Temporary Traffic Stripe | | | 0320 702A040 12.000 MILE| 2367.96000 28415.52| 2321.20000 27854.40| 2200.00000 26400.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030627030 COUNTIES : BALDWIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 01053 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |ANDERSON COLUMBIA CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 702A041 2.000 MILE| 4735.91000 9471.82| 4642.40000 9284.80| 4400.00000 8800.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0340 702A042 10.000 MILE| 2367.96000 23679.60| 2321.20000 23212.00| 2200.00000 22000.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0350 702A043 12.000 MILE| 4735.91000 56830.92| 4642.40000 55708.80| 4400.00000 52800.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0360 702B011 3150.000 LF | 2.09000 6583.50| 2.05000 6457.50| 2.00000 6300.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0370 703A002 5413.000 SQFT| 3.38000 18295.94| 3.30000 17862.90| 3.00000 16239.00 Traffic Control Markings, Class 2, Type | | | A | | | 0380 703B002 697.000 SQFT| 3.38000 2355.86| 3.30000 2300.10| 3.00000 2091.00 Traffic Control Legends, Class 2, Type | | | 0390 703D001 8766.000 SQFT| 1.64000 14376.24| 1.65000 14463.90| 1.60000 14025.60 Temporary Traffic Control Markings | | | 0400 703E001 1394.000 SQFT| 2.37000 3303.78| 1.65000 2300.10| 1.60000 2230.40 Temporary Traffic Control Legends | | | 0410 705A030 132.000 EACH| 6.20000 818.40| 6.10000 805.20| 6.00000 792.00 Pavement Markers, Class A-H, Type 2-C | | | 0420 705A031 700.000 EACH| 6.20000 4340.00| 6.10000 4270.00| 6.00000 4200.00 Pavement Markers, Class A-H, Type 1-A | | | 0430 705A037 1400.000 EACH| 6.20000 8680.00| 6.10000 8540.00| 6.00000 8400.00 Pavement Markers, Class A-H, Type 2-D | | | 0440 705A038 76.000 EACH| 6.20000 471.20| 6.10000 463.60| 6.00000 456.00 Pavement Markers, Class A-H, Type 2-E | | | 0450 740B000 1062.000 SQFT| 4.61000 4895.82| 10.40000 11044.80| 9.00000 9558.00 Construction Signs | | | 0460 740E000 400.000 EACH| 7.71000 3084.00| 10.95000 4380.00| 6.00000 2400.00 Cones (36 Inches High) | | | 0470 740M001 400.000 EACH| 3.89000 1556.00| 5.45000 2180.00| 3.00000 1200.00 Ballast For Cone | | | 0480 741C010 2.000 EACH| 922.64000 1845.28| 2000.00000 4000.00| 1700.00000 3400.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,755,555.55| $ 1,760,832.35| $ 2,221,901.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,755,555.55| $ 1,760,832.35| $ 2,221,901.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 030 -5 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030627030 COUNTIES : BALDWIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 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 206D001 25.000 LF | 1.00000 25.00| | Removing Guardrail | | | 0020 206E008 6.000 EACH| 100.00000 600.00| | Removing Guardrail End Anchor (All Type | | | 0030 209A000 7.000 EACH| 119.83000 838.81| | Mailbox Reset, Single | | | 0040 210D022 600.000 CUYD| 13.38000 8028.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0050 405A000 22130.000 GAL | 1.56000 34522.80| | Tack Coat | | | 0060 408A052 56423.000 SQYD| 1.50000 84634.50| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A280 12040.000 TON | 44.23000 532529.20| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424B281 24280.000 TON | 41.09000 997665.20| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0090 424B285 400.000 TON | 83.42000 33368.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B289 1385.000 TON | 45.79000 63419.15| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 428D000 1120.000 LF | 0.77000 862.40| | Scoring Bituminous Pavement Surface | | | Edge By Cutting(10 Inch Wide) | | | 0120 428D001 50150.000 LF | 0.27000 13540.50| | Scoring Bituminous Pavement Surface | | | Edge By Cutting(16 Inch Wide) | | | 0130 600A000 LUMP| 190500.00000 190500.00| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 030 -6 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030627030 COUNTIES : BALDWIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 622A002 4.000 EACH| 727.59000 2910.36| | Manhole Covers Reset (Sanitary) | | | 0150 630A001 494.000 LF | 9.95000 4915.30| | Steel Beam Guardrail, Class A, Type 2 | | | 0160 630C050 5.000 EACH| 1375.00000 6875.00| | Guardrail End Anchor, Type 20 Series | | | 0170 630C070 1.000 EACH| 1200.00000 1200.00| | Guardrail End Anchor, Type 10 Series | | | 0180 631B001 14.000 EACH| 37.50000 525.00| | New Wood Posts Set | | | 0190 631C000 1676.000 LF | 2.75000 4609.00| | Steel Beam Guardrail Class A, Type 1 | | | Reset | | | 0200 631E001 6.000 EACH| 200.00000 1200.00| | Guardrail End Anchor Type 8, Reset | | | 0210 643B000 2.000 EACH| 415.05000 830.10| | Valve Boxes Reset | | | 0220 650A000 5525.000 CUYD| 15.10000 83427.50| | Topsoil | | | 0230 652A061 9.000 ACRE| 450.00000 4050.00| | Seeding (Mix 3E) | | | 0240 654A001 760.000 SQYD| 3.00000 2280.00| | Solid Sodding (Bermuda) | | | 0250 656A000 9.000 ACRE| 425.00000 3825.00| | Mulching, Class A, Type 1 | | | 0260 665F000 2352.000 EACH| 6.25000 14700.00| | Hay Bales | | | 0270 665J000 2592.000 LF | 3.30000 8553.60| | Silt Fence, Type A | | | 0280 666A001 9.000 ACRE| 10.00000 90.00| | Pest Control Treatment | | | 0290 701A028 12.000 MILE| 1250.00000 15000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0300 701C000 41.000 MILE| 300.00000 12300.00| | Broken Temporary Traffic Stripe | | | 0310 701C001 44.000 MILE| 400.00000 17600.00| | Solid Temporary Traffic Stripe | | | 0320 702A040 12.000 MILE| 2100.00000 25200.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 030 -7 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030627030 COUNTIES : BALDWIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 702A041 2.000 MILE| 4200.00000 8400.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0340 702A042 10.000 MILE| 2100.00000 21000.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0350 702A043 12.000 MILE| 4200.00000 50400.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0360 702B011 3150.000 LF | 1.85000 5827.50| | Dotted Profiled Traffic Stripe (6" Wide | | | 0370 703A002 5413.000 SQFT| 3.00000 16239.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0380 703B002 697.000 SQFT| 3.00000 2091.00| | Traffic Control Legends, Class 2, Type | | | 0390 703D001 8766.000 SQFT| 1.50000 13149.00| | Temporary Traffic Control Markings | | | 0400 703E001 1394.000 SQFT| 1.50000 2091.00| | Temporary Traffic Control Legends | | | 0410 705A030 132.000 EACH| 5.50000 726.00| | Pavement Markers, Class A-H, Type 2-C | | | 0420 705A031 700.000 EACH| 5.50000 3850.00| | Pavement Markers, Class A-H, Type 1-A | | | 0430 705A037 1400.000 EACH| 5.50000 7700.00| | Pavement Markers, Class A-H, Type 2-D | | | 0440 705A038 76.000 EACH| 5.50000 418.00| | Pavement Markers, Class A-H, Type 2-E | | | 0450 740B000 1062.000 SQFT| 7.35000 7805.70| | Construction Signs | | | 0460 740E000 400.000 EACH| 6.25000 2500.00| | Cones (36 Inches High) | | | 0470 740M001 400.000 EACH| 4.17000 1668.00| | Ballast For Cone | | | 0480 741C010 2.000 EACH| 416.82000 833.64| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,315,323.26| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,315,323.26| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20030627031 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-0017(502) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#17 from the north city limits of Aliceville to the south city limits of Carrollton. Length 8.634 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 714,395.20 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030627031 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | 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| 125.00000 750.00| | Mailbox Reset, Single | | | 0020 305B060 1000.000 TON | 19.00000 19000.00| | Crushed Aggregate, Section 825, 1" down | | | 0030 405A000 6078.000 GAL | 1.20000 7293.60| | Tack Coat | | | 0040 408A051 121567.000 SQYD| 0.69000 83881.23| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A361 10218.000 TON | 41.04000 419346.72| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A364 300.000 TON | 55.00000 16500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A367 500.000 TON | 46.00000 23000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A370 315.000 TON | 52.50000 16537.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B656 200.000 TON | 60.00000 12000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B660 200.000 TON | 48.00000 9600.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B663 200.000 TON | 52.50000 10500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030627031 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 31850.00000 31850.00| | Mobilization | | | 0130 701A028 18.000 MILE| 1385.00000 24930.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A046 10.000 MILE| 900.00000 9000.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 6.000 MILE| 1590.00000 9540.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 150.000 LF | 0.78000 117.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 10.000 MILE| 440.00000 4400.00| | Broken Temporary Traffic Stripe | | | 0180 701C001 6.000 MILE| 490.00000 2940.00| | Solid Temporary Traffic Stripe | | | 0190 703A002 288.000 SQFT| 4.00000 1152.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0200 703D001 288.000 SQFT| 1.30000 374.40| | Temporary Traffic Control Markings | | | 0210 705A032 290.000 EACH| 5.75000 1667.50| | Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 667.000 EACH| 5.75000 3835.25| | Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 460.000 SQFT| 8.00000 3680.00| | Construction Signs | | | 0240 740O000 1.000 EACH| 2500.00000 2500.00| | Pilot Car | | | SECTION TOTALS | $ 714,395.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 714,395.20| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20030627033 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0053(505) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#53 (U.S.#231) from MP 228.222 to MP 237.345 in Ashville. Length - 9.123 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 993,078.54 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,065,460.19 107.2886% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,122,137.05 112.9958% 4 01087 APAC-SOUTHEAST, INC. $ 1,131,536.97 113.9423% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030627033 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 13022 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |MCCARTNEY 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 7.000 EACH| 100.00000 700.00| 102.56180 717.93| 85.00000 595.00 Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 150.00000 150.00| 266.68590 266.69| 165.00000 165.00 Mailbox Reset, Double | | | 0030 401B113 158282.000 SQYD| 0.64000 101300.48| 0.73820 116843.77| 0.60000 94969.20 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0040 405A000 5070.000 GAL | 0.10000 507.00| 0.92280 4678.60| 0.00000 0.00 Tack Coat | | | 0050 408A052 168900.000 SQYD| 0.69000 116541.00| 0.70180 118534.02| 0.95000 160455.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 13938.000 TON | 34.00000 473892.00| 38.00940 529775.02| 35.00000 487830.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A367 500.000 TON | 40.00000 20000.00| 43.47720 21738.60| 35.00000 17500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B656 500.000 TON | 25.00000 12500.00| 59.50750 29753.75| 65.00000 32500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 70706.00000 70706.00| 17183.54940 17183.55| 131000.00000 131000.00 Mobilization | | | 0100 665F000 50.000 EACH| 0.50000 25.00| 6.15200 307.60| 16.00000 800.00 Hay Bales | | | 0110 665J000 150.000 LF | 1.00000 150.00| 6.15200 922.80| 3.50000 525.00 Silt Fence, Type A | | | 0120 701C000 15.000 MILE| 444.40000 6666.00| 514.30740 7714.61| 440.00000 6600.00 Broken Temporary Traffic Stripe | | | 0130 701C001 24.000 MILE| 525.20000 12604.80| 607.81790 14587.63| 520.00000 12480.00 Solid Temporary Traffic Stripe | | | 0140 702A040 3.000 MILE| 2014.95000 6044.85| 2331.91610 6995.75| 1995.00000 5985.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030627033 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 13022 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A041 19.000 MILE| 4090.50000 77719.50| 4733.96610 89945.36| 4050.00000 76950.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 5.000 MILE| 2014.95000 10074.75| 2331.60900 11658.05| 1995.00000 9975.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 12.000 MILE| 4090.50000 49086.00| 4733.96590 56807.59| 4050.00000 48600.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 3597.000 LF | 2.02000 7265.94| 2.33780 8409.07| 2.00000 7194.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A000 262.000 SQFT| 1.52000 398.24| 1.75950 460.99| 1.50000 393.00 Traffic Control Markings, Class 1, Type | | | A | | | 0200 703A002 2724.000 SQFT| 2.32000 6319.68| 2.69460 7340.09| 2.30000 6265.20 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 273.000 SQFT| 3.33000 909.09| 3.86350 1054.74| 3.30000 900.90 Traffic Control Legends, Class 2, Type | | | 0220 703D001 1920.000 SQFT| 1.31000 2515.20| 1.52570 2929.34| 1.30000 2496.00 Temporary Traffic Control Markings | | | 0230 705A030 6.000 EACH| 5.81000 34.86| 6.71800 40.31| 5.75000 34.50 Pavement Markers, Class A-H, Type 2-C | | | 0240 705A031 191.000 EACH| 5.81000 1109.71| 6.71800 1283.14| 5.75000 1098.25 Pavement Markers, Class A-H, Type 1-A | | | 0250 705A032 149.000 EACH| 5.81000 865.69| 6.71800 1000.98| 5.75000 856.75 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 923.000 EACH| 5.81000 5362.63| 6.71800 6200.71| 5.75000 5307.25 Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 546.000 SQFT| 7.42000 4051.32| 8.92040 4870.54| 12.00000 6552.00 Construction Signs | | | 0280 740E000 330.000 EACH| 6.00000 1980.00| 5.53680 1827.14| 4.00000 1320.00 Cones (36 Inches High) | | | 0290 740M001 330.000 EACH| 6.36000 2098.80| 3.69120 1218.10| 2.50000 825.00 Ballast For Cone | | | 0300 741C010 1.000 EACH| 1500.00000 1500.00| 393.72360 393.72| 1965.00000 1965.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 993,078.54| $ 1,065,460.19| $ 1,122,137.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 993,078.54| $ 1,065,460.19| $ 1,122,137.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030627033 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 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 209A000 7.000 EACH| 400.00000 2800.00| | Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 416.00000 416.00| | Mailbox Reset, Double | | | 0030 401B113 158282.000 SQYD| 0.67000 106048.94| | Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0040 405A000 5070.000 GAL | 0.98000 4968.60| | Tack Coat | | | 0050 408A052 168900.000 SQYD| 1.11000 187479.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 13938.000 TON | 40.25000 561004.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A367 500.000 TON | 48.65000 24325.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B656 500.000 TON | 55.20000 27600.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 9345.00000 9345.00| | Mobilization | | | 0100 665F000 50.000 EACH| 4.55000 227.50| | Hay Bales | | | 0110 665J000 150.000 LF | 4.55000 682.50| | Silt Fence, Type A | | | 0120 701C000 15.000 MILE| 462.00000 6930.00| | Broken Temporary Traffic Stripe | | | 0130 701C001 24.000 MILE| 546.00000 13104.00| | Solid Temporary Traffic Stripe | | | 0140 702A040 3.000 MILE| 2095.00000 6285.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030627033 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A041 19.000 MILE| 4252.50000 80797.50| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 5.000 MILE| 2094.75000 10473.75| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 12.000 MILE| 4252.50000 51030.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 3597.000 LF | 2.10000 7553.70| | Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A000 262.000 SQFT| 1.58000 413.96| | Traffic Control Markings, Class 1, Type | | | A | | | 0200 703A002 2724.000 SQFT| 2.41000 6564.84| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 273.000 SQFT| 3.45000 941.85| | Traffic Control Legends, Class 2, Type | | | 0220 703D001 1920.000 SQFT| 1.36000 2611.20| | Temporary Traffic Control Markings | | | 0230 705A030 6.000 EACH| 6.05000 36.30| | Pavement Markers, Class A-H, Type 2-C | | | 0240 705A031 191.000 EACH| 6.05000 1155.55| | Pavement Markers, Class A-H, Type 1-A | | | 0250 705A032 149.000 EACH| 6.05000 901.45| | Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 923.000 EACH| 6.05000 5584.15| | Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 546.000 SQFT| 8.08000 4411.68| | Construction Signs | | | 0280 740E000 330.000 EACH| 12.20000 4026.00| | Cones (36 Inches High) | | | 0290 740M001 330.000 EACH| 6.80000 2244.00| | Ballast For Cone | | | 0300 741C010 1.000 EACH| 1575.00000 1575.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,131,536.97| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,131,536.97| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20030627034 COUNTIES : AUTAUGA LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0100(202) for constructing the Bridge Replacement on C.R.#50 over Rocky Branch west of Wasdworth. Length - 0.021 mi, -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 295,264.28 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 356,970.27 120.8986% 3 13036 THE MORRIS GROUP, INC. $ 395,373.22 133.9049% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030627034 COUNTIES : AUTAUGA LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 13036 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 26000.00000 26000.00| 40000.00000 40000.00| 17000.00000 17000.00 Removal Of Old Bridge, Station 2+50.05 | | | 0020 210A000 377.000 CUYD| 6.00000 2262.00| 5.00000 1885.00| 10.00000 3770.00 Unclassified Excavation | | | 0030 502A000 5780.000 LB | 0.64000 3699.20| 1.00000 5780.00| 0.65000 3757.00 Steel Reinforcement | | | 0040 502B000 LUMP| 15000.00000 15000.00| 27000.00000 27000.00| 17000.00000 17000.00 Steel Reinforcement For Bridge | | | Superstructure, 2+36, APPROX 26587 LBS | | | 0050 505A036 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1000.00000 1000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B106 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 6000.00000 6000.00 Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M004 523.000 LF | 28.00000 14644.00| 15.00000 7845.00| 35.00000 18305.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0080 508A000 2916.000 LB | 2.44000 7115.04| 2.50000 7290.00| 3.00000 8748.00 Structural Steel | | | 0090 510A000 56.000 CUYD| 400.00000 22400.00| 725.00000 40600.00| 600.00000 33600.00 Bridge Substructure Concrete, Class A | | | 0100 510C051 LUMP| 80000.00000 80000.00| 85000.00000 85000.00| 112000.00000 112000.00 Bridge Concrete Superstructure, 2+36, | | | APPROX 118 CU YDS | | | 0110 510E000 302.000 SQYD| 6.02000 1818.04| 6.26000 1890.52| 6.26000 1890.52 Grooving Concrete Bridge Decks | | | 0120 511A004 8.000 EACH| 300.00000 2400.00| 500.00000 4000.00| 800.00000 6400.00 Elastomeric Bearings, Type 4 | | | 0130 513B019 448.000 LF | 120.00000 53760.00| 150.00000 67200.00| 200.00000 89600.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0140 600A000 LUMP| 26000.00000 26000.00| 37000.00000 37000.00| 43000.00000 43000.00 Mobilization | | | 0150 610C001 432.000 TON | 26.00000 11232.00| 20.00000 8640.00| 17.00000 7344.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030627034 COUNTIES : AUTAUGA LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 13036 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610D000 432.000 SQYD| 3.00000 1296.00| 2.50000 1080.00| 2.50000 1080.00 Filter Blanket | | | 0170 630C003 4.000 EACH| 900.00000 3600.00| 950.00000 3800.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0180 630C050 4.000 EACH| 1450.00000 5800.00| 1355.00000 5420.00| 1355.00000 5420.00 Guardrail End Anchor, Type 20 Series | | | 0190 665F000 35.000 EACH| 6.00000 210.00| 6.25000 218.75| 8.00000 280.00 Hay Bales | | | 0200 665J000 300.000 LF | 5.20000 1560.00| 3.20000 960.00| 4.00000 1200.00 Silt Fence, Type A | | | 0210 680A000 LUMP| 7000.00000 7000.00| 3000.00000 3000.00| 10000.00000 10000.00 Engineering Controls | | | 0220 740B000 209.000 SQFT| 12.00000 2508.00| 9.00000 1881.00| 7.68000 1605.12 Construction Signs | | | 0230 740F002 8.000 EACH| 220.00000 1760.00| 175.00000 1400.00| 157.50000 1260.00 Barricades, Type III | | | 0240 740I005 6.000 EACH| 200.00000 1200.00| 180.00000 1080.00| 218.93000 1313.58 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 295,264.28| $ 356,970.27| $ 395,373.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 295,264.28| $ 356,970.27| $ 395,373.22 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20030627035 COUNTIES : CALHOUN LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-0800(210) for constructing the Bridge Replacement (Precast) and Approaches on Dailey Street over Nances Creek in Piedmont. Length 0.245 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07053 G & R PLANT MAINTENANCE, INC. $ 505,293.00 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 516,411.90 102.2005% 3 13099 MCINNIS, LLC $ 577,796.00 114.3487% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 587,646.41 116.2981% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030627035 COUNTIES : CALHOUN LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 07053 |( 2 ) 16032 |( 3 ) 13099 |G & R PLANT MAINTENANCE, IN |PRICHARD CONSTRUCTION COMPA |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5750.00000 5750.00| 15000.00000 15000.00| 25000.00000 25000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 28750.00000 28750.00| 15000.00000 15000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 20+02.93 | | | 0030 206D011 1300.000 LF | 5.00000 6500.00| 3.50000 4550.00| 5.00000 6500.00 Removing Fence | | | 0040 210A000 886.000 CUYD| 5.00000 4430.00| 4.50000 3987.00| 10.00000 8860.00 Unclassified Excavation | | | 0050 210D001 2881.000 CUYD| 8.00000 23048.00| 10.00000 28810.00| 12.00000 34572.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 230A000 12.000 RBST| 784.00000 9408.00| 900.00000 10800.00| 550.00000 6600.00 Roadbed Processing | | | 0070 301A012 1300.000 SQYD| 14.00000 18200.00| 1.50000 1950.00| 12.00000 15600.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1300.000 SQYD| 2.00000 2600.00| 12.50000 16250.00| 1.00000 1300.00 Bituminous Treatment A | | | 0090 405A000 83.000 GAL | 2.00000 166.00| 1.50000 124.50| 5.00000 415.00 Tack Coat | | | 0100 424A340 141.000 TON | 72.00000 10152.00| 65.00000 9165.00| 75.00000 10575.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B637 200.000 TON | 67.00000 13400.00| 60.00000 12000.00| 65.00000 13000.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B642 50.000 TON | 73.00000 3650.00| 65.00000 3250.00| 65.00000 3250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0130 424B648 107.000 TON | 57.00000 6099.00| 52.00000 5564.00| 65.00000 6955.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030627035 COUNTIES : CALHOUN LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 07053 |( 2 ) 16032 |( 3 ) 13099 |G & R PLANT MAINTENANCE, IN |PRICHARD CONSTRUCTION COMPA |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 430B043 94.000 TON | 12.00000 1128.00| 45.00000 4230.00| 40.00000 3760.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0150 502A000 79.000 LB | 9.00000 711.00| 1.10000 86.90| 3.00000 237.00 Steel Reinforcement | | | 0160 505A032 1.000 EACH| 1725.00000 1725.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0170 505B102 1.000 EACH| 1725.00000 1725.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0180 505M002 1320.000 LF | 31.00000 40920.00| 22.00000 29040.00| 30.00000 39600.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0190 507A000 2.000 EACH| 1503.00000 3006.00| 2000.00000 4000.00| 4000.00000 8000.00 Wire Rope Abutment Anchor Assembly | | | 0200 510A000 14.000 CUYD| 322.00000 4508.00| 300.00000 4200.00| 500.00000 7000.00 Bridge Substructure Concrete, Class A | | | 0210 511A000 44.000 EACH| 107.00000 4708.00| 100.00000 4400.00| 110.00000 4840.00 Elastomeric Bearings, Type 1 | | | 0220 512A017 2.000 EACH| 3727.00000 7454.00| 4000.00000 8000.00| 4000.00000 8000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0230 512B016 2.000 EACH| 4098.00000 8196.00| 4800.00000 9600.00| 4000.00000 8000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0240 512C018 18.000 EACH| 4512.00000 81216.00| 5000.00000 90000.00| 4100.00000 73800.00 Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0250 512C026 6.000 EACH| 5009.00000 30054.00| 5800.00000 34800.00| 4500.00000 27000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0260 512D026 2.000 EACH| 4028.00000 8056.00| 5000.00000 10000.00| 4000.00000 8000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030627035 COUNTIES : CALHOUN LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 07053 |( 2 ) 16032 |( 3 ) 13099 |G & R PLANT MAINTENANCE, IN |PRICHARD CONSTRUCTION COMPA |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 512D032 4.000 EACH| 3985.00000 15940.00| 4500.00000 18000.00| 4000.00000 16000.00 Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | 0280 512E011 12.000 EACH| 868.00000 10416.00| 500.00000 6000.00| 400.00000 4800.00 Precast Concrete Abutment Panels, Type | | | A2, 6'-1" Long | | | 0290 512E012 8.000 EACH| 856.00000 6848.00| 480.00000 3840.00| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | 0300 512F001 8.000 EACH| 974.00000 7792.00| 500.00000 4000.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W2 | | | 0310 512G000 2.000 EACH| 917.00000 1834.00| 600.00000 1200.00| 500.00000 1000.00 Precast Concrete Abutment Wing Cap Pane | | | 0320 512G001 2.000 EACH| 917.00000 1834.00| 600.00000 1200.00| 500.00000 1000.00 Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0330 535A002 80.000 LF | 44.00000 3520.00| 50.00000 4000.00| 35.00000 2800.00 24" Side Drain Pipe | | | 0340 600A000 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 61000.00000 61000.00 Mobilization | | | 0350 602A000 24.000 EACH| 115.00000 2760.00| 200.00000 4800.00| 200.00000 4800.00 Right Of Way Markers | | | 0360 610C001 1600.000 TON | 22.00000 35200.00| 25.00000 40000.00| 28.00000 44800.00 Loose Riprap, Class 2 | | | 0370 610D000 1268.000 SQYD| 4.00000 5072.00| 4.50000 5706.00| 4.00000 5072.00 Filter Blanket | | | 0380 619A102 4.000 EACH| 575.00000 2300.00| 500.00000 2000.00| 800.00000 3200.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0390 630C003 4.000 EACH| 1122.00000 4488.00| 1400.00000 5600.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0400 630C070 4.000 EACH| 1409.00000 5636.00| 1500.00000 6000.00| 1270.00000 5080.00 Guardrail End Anchor, Type 10 Series | | | 0410 636A002 1300.000 LF | 10.00000 13000.00| 7.00000 9100.00| 6.00000 7800.00 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0420 650A000 100.000 CUYD| 23.00000 2300.00| 12.00000 1200.00| 10.00000 1000.00 Topsoil | | | 0430 650B000 850.000 CUYD| 7.00000 5950.00| 10.00000 8500.00| 10.00000 8500.00 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030627035 COUNTIES : CALHOUN LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 07053 |( 2 ) 16032 |( 3 ) 13099 |G & R PLANT MAINTENANCE, IN |PRICHARD CONSTRUCTION COMPA |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 652A053 2.000 ACRE| 1035.00000 2070.00| 1000.00000 2000.00| 800.00000 1600.00 Seeding (Mix 1E) | | | 0450 656A000 2.000 ACRE| 690.00000 1380.00| 1000.00000 2000.00| 800.00000 1600.00 Mulching, Class A, Type 1 | | | 0460 665F000 200.000 EACH| 7.00000 1400.00| 6.50000 1300.00| 8.00000 1600.00 Hay Bales | | | 0470 665J000 500.000 LF | 11.00000 5500.00| 7.00000 3500.00| 7.00000 3500.00 Silt Fence, Type A | | | 0480 680A000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 10000.00000 10000.00 Engineering Controls | | | 0490 701A031 1.000 MILE| 1150.00000 1150.00| 2000.00000 2000.00| 2500.00000 2500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0500 701A035 1.000 MILE| 1380.00000 1380.00| 2000.00000 2000.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0510 701C001 1.000 MILE| 575.00000 575.00| 1500.00000 1500.00| 1000.00000 1000.00 Solid Temporary Traffic Stripe | | | 0520 705A037 33.000 EACH| 7.00000 231.00| 12.00000 396.00| 10.00000 330.00 Pavement Markers, Class A-H, Type 2-D | | | 0530 740B000 195.000 SQFT| 9.00000 1755.00| 12.50000 2437.50| 10.00000 1950.00 Construction Signs | | | 0540 740D000 40.000 EACH| 64.00000 2560.00| 80.00000 3200.00| 100.00000 4000.00 Channelizing Drums | | | 0550 740F002 4.000 EACH| 173.00000 692.00| 300.00000 1200.00| 250.00000 1000.00 Barricades, Type III | | | 0560 740I005 5.000 EACH| 230.00000 1150.00| 385.00000 1925.00| 300.00000 1500.00 Warning Lights, Type B (Detachable Head | | | 0570 740O000 1.000 EACH| 0.00000 0.00| 3000.00000 3000.00| 10000.00000 10000.00 Pilot Car | | | SECTION TOTALS | $ 505,293.00| $ 516,411.90| $ 577,796.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 505,293.00| $ 516,411.90| $ 577,796.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030627035 COUNTIES : CALHOUN LETTING DATE : 06/27/03 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 201A000 LUMP| 5000.00000 5000.00| | Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 30000.00000 30000.00| | Removal Of Old Bridge, Station 20+02.93 | | | 0030 206D011 1300.000 LF | 3.50000 4550.00| | Removing Fence | | | 0040 210A000 886.000 CUYD| 6.00000 5316.00| | Unclassified Excavation | | | 0050 210D001 2881.000 CUYD| 10.00000 28810.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 230A000 12.000 RBST| 682.00000 8184.00| | Roadbed Processing | | | 0070 301A012 1300.000 SQYD| 11.62000 15106.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1300.000 SQYD| 1.45000 1885.00| | Bituminous Treatment A | | | 0090 405A000 83.000 GAL | 1.15000 95.45| | Tack Coat | | | 0100 424A340 141.000 TON | 62.74000 8846.34| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B637 200.000 TON | 57.90000 11580.00| | Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B642 50.000 TON | 63.14000 3157.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0130 424B648 107.000 TON | 49.55000 5301.85| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 035 -7 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030627035 COUNTIES : CALHOUN LETTING DATE : 06/27/03 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 430B043 94.000 TON | 25.00000 2350.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0150 502A000 79.000 LB | 2.00000 158.00| | Steel Reinforcement | | | 0160 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0170 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0180 505M002 1320.000 LF | 25.00000 33000.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0190 507A000 2.000 EACH| 2000.00000 4000.00| | Wire Rope Abutment Anchor Assembly | | | 0200 510A000 14.000 CUYD| 300.00000 4200.00| | Bridge Substructure Concrete, Class A | | | 0210 511A000 44.000 EACH| 200.00000 8800.00| | Elastomeric Bearings, Type 1 | | | 0220 512A017 2.000 EACH| 5000.00000 10000.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0230 512B016 2.000 EACH| 4500.00000 9000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0240 512C018 18.000 EACH| 4500.00000 81000.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0250 512C026 6.000 EACH| 4500.00000 27000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0260 512D026 2.000 EACH| 4000.00000 8000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 035 -8 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030627035 COUNTIES : CALHOUN LETTING DATE : 06/27/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 512D032 4.000 EACH| 4000.00000 16000.00| | Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | 0280 512E011 12.000 EACH| 1000.00000 12000.00| | Precast Concrete Abutment Panels, Type | | | A2, 6'-1" Long | | | 0290 512E012 8.000 EACH| 1000.00000 8000.00| | Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | 0300 512F001 8.000 EACH| 1000.00000 8000.00| | Precast Concrete Wing Panels, Type W2 | | | 0310 512G000 2.000 EACH| 1000.00000 2000.00| | Precast Concrete Abutment Wing Cap Pane | | | 0320 512G001 2.000 EACH| 1000.00000 2000.00| | Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0330 535A002 80.000 LF | 35.00000 2800.00| | 24" Side Drain Pipe | | | 0340 600A000 LUMP| 55880.00000 55880.00| | Mobilization | | | 0350 602A000 24.000 EACH| 150.00000 3600.00| | Right Of Way Markers | | | 0360 610C001 1600.000 TON | 25.00000 40000.00| | Loose Riprap, Class 2 | | | 0370 610D000 1268.000 SQYD| 5.00000 6340.00| | Filter Blanket | | | 0380 619A102 4.000 EACH| 1500.00000 6000.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0390 630C003 4.000 EACH| 1250.00000 5000.00| | Guardrail End Anchor, Type 13 | | | 0400 630C070 4.000 EACH| 1270.00000 5080.00| | Guardrail End Anchor, Type 10 Series | | | 0410 636A002 1300.000 LF | 5.50000 7150.00| | Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0420 650A000 100.000 CUYD| 10.00000 1000.00| | Topsoil | | | 0430 650B000 850.000 CUYD| 7.00000 5950.00| | Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 035 -9 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030627035 COUNTIES : CALHOUN LETTING DATE : 06/27/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 652A053 2.000 ACRE| 750.00000 1500.00| | Seeding (Mix 1E) | | | 0450 656A000 2.000 ACRE| 750.00000 1500.00| | Mulching, Class A, Type 1 | | | 0460 665F000 200.000 EACH| 10.00000 2000.00| | Hay Bales | | | 0470 665J000 500.000 LF | 6.00000 3000.00| | Silt Fence, Type A | | | 0480 680A000 LUMP| 30000.00000 30000.00| | Engineering Controls | | | 0490 701A031 1.000 MILE| 2500.00000 2500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0500 701A035 1.000 MILE| 2500.00000 2500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0510 701C001 1.000 MILE| 1000.00000 1000.00| | Solid Temporary Traffic Stripe | | | 0520 705A037 33.000 EACH| 10.00000 330.00| | Pavement Markers, Class A-H, Type 2-D | | | 0530 740B000 195.000 SQFT| 10.35710 2019.63| | Construction Signs | | | 0540 740D000 40.000 EACH| 78.57140 3142.86| | Channelizing Drums | | | 0550 740F002 4.000 EACH| 214.28570 857.14| | Barricades, Type III | | | 0560 740I005 5.000 EACH| 231.42860 1157.14| | Warning Lights, Type B (Detachable Head | | | 0570 740O000 1.000 EACH| 30000.00000 30000.00| | Pilot Car | | | SECTION TOTALS | $ 587,646.41| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 587,646.41| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20030627036 COUNTIES : BULLOCK LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 CONTRACT TIME : 160 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-0625(200) for constructing the Bridge Replacements (3)(Precast) and Approaches on C.R.#31 over Conecuh River, Little Conecuh River and Relief south of Union Springs. Length - 0.567 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 1,010,104.11 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 1,014,520.00 100.4372% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030627036 COUNTIES : BULLOCK LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 06001 |( ) |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 12600.00000 12600.00| 40000.00000 40000.00| Clearing & Grubbing (Approximately 6 | | | ACRES) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| Removal Of Old Bridge, Station 10+20.00 | | | 0030 206A001 LUMP| 15000.00000 15000.00| 40000.00000 40000.00| Removal Of Old Bridge, Station 19+95.00 | | | 0040 206A002 LUMP| 15000.00000 15000.00| 40000.00000 40000.00| Removal Of Old Bridge, Station 27+80.00 | | | 0050 210A000 700.000 CUYD| 10.80000 7560.00| 2.00000 1400.00| Unclassified Excavation | | | 0060 210D021 100.000 CUYD| 23.00000 2300.00| 7.50000 750.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0070 401A000 1500.000 SQYD| 0.50000 750.00| 0.50000 750.00| Bituminous Treatment A | | | 0080 405A000 600.000 GAL | 0.50000 300.00| 0.50000 300.00| Tack Coat | | | 0090 424A340 350.000 TON | 47.50000 16625.00| 47.50000 16625.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424A346 200.000 TON | 45.00000 9000.00| 45.00000 9000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424B636 300.000 TON | 59.00000 17700.00| 59.00000 17700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0120 502A000 330.000 LB | 2.50000 825.00| 2.00000 660.00| Steel Reinforcement | | | 0130 505M002 6700.000 LF | 12.00000 80400.00| 10.00000 67000.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0140 507A000 6.000 EACH| 2000.00000 12000.00| 2000.00000 12000.00| Wire Rope Abutment Anchor Assembly | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030627036 COUNTIES : BULLOCK LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 06001 |( ) |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 510A000 65.000 CUYD| 300.00000 19500.00| 250.00000 16250.00| Bridge Substructure Concrete, Class A | | | 0160 511A000 176.000 EACH| 60.00000 10560.00| 100.00000 17600.00| Elastomeric Bearings, Type 1 | | | 0170 512A014 4.000 EACH| 2905.00000 11620.00| 3000.00000 12000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0180 512A017 2.000 EACH| 1574.00000 3148.00| 4000.00000 8000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8 5/16" Deep By 36'-8 1/2" | | | Long | | | 0190 512B004 6.000 EACH| 3400.00000 20400.00| 3000.00000 18000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0200 512B016 4.000 EACH| 1575.00000 6300.00| 4000.00000 16000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 1/2" Deep By 36'-8 | | | 1/2"Long | | | 0210 512C004 48.000 EACH| 3355.00000 161040.00| 3000.00000 144000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0220 512C007 16.000 EACH| 3475.00000 55600.00| 3500.00000 56000.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0230 512C018 30.000 EACH| 4310.00000 129300.00| 4400.00000 132000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-113/4" Long | | | (30^ Skew) | | | 0240 512C026 10.000 EACH| 4595.00000 45950.00| 4400.00000 44000.00| Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | (30^ Skew) | | | 0250 512D002 8.000 EACH| 3690.00000 29520.00| 3500.00000 28000.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0260 512D005 8.000 EACH| 3720.00000 29760.00| 3500.00000 28000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0270 512D026 6.000 EACH| 4375.00000 26250.00| 4000.00000 24000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long (30^ | | | Skew) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030627036 COUNTIES : BULLOCK LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 06001 |( ) |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 512D032 4.000 EACH| 4345.00000 17380.00| 4000.00000 16000.00| Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long (30^ Skew) | | | 0290 512E001 12.000 EACH| 310.00000 3720.00| 500.00000 6000.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0300 512E002 20.000 EACH| 400.00000 8000.00| 500.00000 10000.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0310 512E011 6.000 EACH| 260.00000 1560.00| 500.00000 3000.00| Precast Concrete Abutment Panels, Type | | | A2, 6'-1" Long | | | 0320 512E012 4.000 EACH| 310.00000 1240.00| 500.00000 2000.00| Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | 0330 512E013 12.000 EACH| 335.00000 4020.00| 450.00000 5400.00| Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0340 512E014 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0350 512F001 10.000 EACH| 535.00000 5350.00| 500.00000 5000.00| Precast Concrete Wing Panels, Type W2 | | | 0360 512F002 18.000 EACH| 690.00000 12420.00| 500.00000 9000.00| Precast Concrete Wing Panels, Type W3 | | | 0370 512G000 10.000 EACH| 450.00000 4500.00| 500.00000 5000.00| Precast Concrete Abutment Wing Cap Pane | | | 0380 512G001 2.000 EACH| 415.00000 830.00| 600.00000 1200.00| Precast Concrete Abutment Wing Cap | | | Panel(Special) | | | 0390 600A000 LUMP| 78902.11000 78902.11| 55000.00000 55000.00| Mobilization | | | 0400 610C001 1360.000 TON | 25.00000 34000.00| 18.00000 24480.00| Loose Riprap, Class 2 | | | 0410 610D003 1080.000 SQYD| 2.50000 2700.00| 2.00000 2160.00| Filter Blanket, Geotextile | | | 0420 630A001 100.000 LF | 20.00000 2000.00| 12.00000 1200.00| Steel Beam Guardrail, Class A, Type 2 | | | 0430 630C003 12.000 EACH| 925.00000 11100.00| 1100.00000 13200.00| Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030627036 COUNTIES : BULLOCK LETTING DATE : 06/27/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 06001 |( ) |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 630C070 12.000 EACH| 1150.00000 13800.00| 1500.00000 18000.00| Guardrail End Anchor, Type 10 Series | | | 0450 650A000 500.000 CUYD| 24.00000 12000.00| 1.00000 500.00| Topsoil | | | 0460 652A056 3.000 ACRE| 400.00000 1200.00| 500.00000 1500.00| Seeding (Mix 2E) | | | 0470 654A000 60.000 SQYD| 5.00000 300.00| 4.00000 240.00| Solid Sodding | | | 0480 656A001 3.000 ACRE| 370.00000 1110.00| 500.00000 1500.00| Mulching, Class A, Type 2 | | | 0490 665F000 300.000 EACH| 5.00000 1500.00| 5.00000 1500.00| Hay Bales | | | 0500 665J000 600.000 LF | 3.40000 2040.00| 3.25000 1950.00| Silt Fence, Type A | | | 0510 680A000 LUMP| 17000.00000 17000.00| 4000.00000 4000.00| Engineering Controls | | | 0520 701A030 3.000 MILE| 750.00000 2250.00| 1.00000 3.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0530 701A034 3.000 MILE| 750.00000 2250.00| 1.00000 3.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0540 701A044 3.000 MILE| 360.00000 1080.00| 1.00000 3.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0550 701C000 3.000 MILE| 500.00000 1500.00| 1.00000 3.00| Broken Temporary Traffic Stripe | | | 0560 701C001 3.000 MILE| 600.00000 1800.00| 1.00000 3.00| Solid Temporary Traffic Stripe | | | 0570 705A032 100.000 EACH| 6.00000 600.00| 6.00000 600.00| Pavement Markers, Class A-H, Type 1-B | | | 0580 705A037 75.000 EACH| 6.00000 450.00| 6.00000 450.00| Pavement Markers, Class A-H, Type 2-D | | | 0590 740B000 346.000 SQFT| 9.00000 3114.00| 15.00000 5190.00| Construction Signs | | | 0600 740F002 12.000 EACH| 175.00000 2100.00| 400.00000 4800.00| Barricades, Type III | | | 0610 740I005 6.000 EACH| 180.00000 1080.00| 400.00000 2400.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,010,104.11| $ 1,014,520.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,010,104.11| $ 1,014,520.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20030627038 COUNTIES : CLAY LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1400(206) for constructing the Bridge Replacement (Bridge Culvert) and Unpaved Approaches on Wesobulga Creek Road at White Oak Creek southeast of Lineville. Length 0.094 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16032 PRICHARD CONSTRUCTION COMPANY $ 191,590.60 100.0000% 2 23068 WAITES CONSTRUCTION COMPANY, INC. $ 206,509.20 107.7867% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030627038 COUNTIES : CLAY LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 23068 |( ) |PRICHARD CONSTRUCTION COMPA |WAITES CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 15000.00000 15000.00| 9000.00000 9000.00| Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 12000.00000 12000.00| 20000.00000 20000.00| Removal Of Old Bridge, Station 7+18.77 | | | 0030 210A000 1099.000 CUYD| 12.00000 13188.00| 15.00000 16485.00| Unclassified Excavation | | | 0040 210D001 10.000 CUYD| 50.00000 500.00| 35.00000 350.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 254.000 CUYD| 20.00000 5080.00| 21.00000 5334.00| Structure Excavation | | | 0060 214B001 78.000 CUYD| 30.00000 2340.00| 35.00000 2730.00| Foundation Backfill, Commercial | | | 0070 231B001 109.000 TON | 40.00000 4360.00| 24.00000 2616.00| Roadbed Stabilizing Material, ALDOT #46 | | | 0080 502A000 31026.000 LB | 0.60000 18615.60| 0.60000 18615.60| Steel Reinforcement | | | 0090 524A011 183.000 CUYD| 350.00000 64050.00| 400.00000 73200.00| Culvert Concrete (Cast In Place) | | | 0100 600A000 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| Mobilization | | | 0110 610C001 176.000 TON | 30.00000 5280.00| 27.00000 4752.00| Loose Riprap, Class 2 | | | 0120 610D000 182.000 SQYD| 6.00000 1092.00| 3.50000 637.00| Filter Blanket | | | 0130 650A000 240.000 CUYD| 15.00000 3600.00| 15.00000 3600.00| Topsoil | | | 0140 652A053 1.000 ACRE| 1200.00000 1200.00| 2500.00000 2500.00| Seeding (Mix 1E) | | | 0150 656A000 1.000 ACRE| 1200.00000 1200.00| 2500.00000 2500.00| Mulching, Class A, Type 1 | | | 0160 665F000 100.000 EACH| 7.00000 700.00| 10.00000 1000.00| Hay Bales | | | 0170 665J000 350.000 LF | 10.00000 3500.00| 8.00000 2800.00| Silt Fence, Type A | | | 0180 680A000 LUMP| 11000.00000 11000.00| 9500.00000 9500.00| Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030627038 COUNTIES : CLAY LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 23068 |( ) |PRICHARD CONSTRUCTION COMPA |WAITES CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 740B000 299.000 SQFT| 15.00000 4485.00| 10.40000 3109.60| Construction Signs | | | 0200 740F002 8.000 EACH| 350.00000 2800.00| 215.00000 1720.00| Barricades, Type III | | | 0210 740I005 4.000 EACH| 400.00000 1600.00| 265.00000 1060.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 191,590.60| $ 206,509.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 191,590.60| $ 206,509.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20030627041 COUNTIES : CULLMAN LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 CONTRACT TIME : 105 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2200(209) for constructing the Bridge Replacement and Approaches on C.R.#1301 over CSX Railroad north of Cullman. Length - 0.240 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 816,420.30 100.0000% 2 23071 WARRIOR CONSTRUCTORS, INC. $ 860,309.42 105.3758% 3 13036 THE MORRIS GROUP, INC. $ 897,919.40 109.9825% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030627041 COUNTIES : CULLMAN LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( 3 ) 13036 |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 29800.00000 29800.00| 25000.00000 25000.00| 55000.00000 55000.00 Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 110645.12000 110645.12| 30000.00000 30000.00 Removal Of Old Bridge, Station 17+80.40 | | | 0030 210A000 3556.000 CUYD| 4.25000 15113.00| 4.00000 14224.00| 9.00000 32004.00 Unclassified Excavation | | | 0040 210D001 19125.000 CUYD| 6.00000 114750.00| 4.00000 76500.00| 7.50000 143437.50 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 215A000 125.000 CUYD| 50.00000 6250.00| 19.34000 2417.50| 45.00000 5625.00 Unclassified Bridge Excavation | | | 0060 215B000 LUMP| 25000.00000 25000.00| 10000.00000 10000.00| 9000.00000 9000.00 Cofferdams Or Sheeting And Shoring, | | | Station 17+57 | | | 0070 230A000 12.000 RBST| 300.00000 3600.00| 500.00000 6000.00| 400.00000 4800.00 Roadbed Processing | | | 0080 301A012 5667.000 SQYD| 5.00000 28335.00| 4.50000 25501.50| 4.25000 24084.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2711.000 SQYD| 0.50000 1355.50| 0.50000 1355.50| 0.55000 1491.05 Bituminous Treatment A | | | 0100 405A000 135.000 GAL | 2.00000 270.00| 2.00000 270.00| 2.10000 283.50 Tack Coat | | | 0110 429A220 171.000 TON | 68.00000 11628.00| 68.00000 11628.00| 71.50000 12226.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429B221 389.000 TON | 48.00000 18672.00| 48.00000 18672.00| 50.50000 19644.50 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0130 502A000 28300.000 LB | 0.50000 14150.00| 0.65000 18395.00| 0.50000 14150.00 Steel Reinforcement | | | 0140 502B000 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 20500.00000 20500.00 Steel Reinforcement For Bridge | | | Superstructure, STA 17+57.00, APPROX | | | 37000 LB) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030627041 COUNTIES : CULLMAN LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( 3 ) 13036 |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505G003 20.000 EACH| 120.00000 2400.00| 125.00000 2500.00| 75.00000 1500.00 Pile Points (Type A, 12") | | | 0160 505M002 515.000 LF | 22.00000 11330.00| 25.00000 12875.00| 32.00000 16480.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0170 508A000 4400.000 LB | 2.50000 11000.00| 5.00000 22000.00| 2.00000 8800.00 Structural Steel | | | 0180 510A000 136.000 CUYD| 400.00000 54400.00| 550.00000 74800.00| 450.00000 61200.00 Bridge Substructure Concrete, Class A | | | 0190 510C001 LUMP| 75000.00000 75000.00| 125000.00000 125000.00| 129200.00000 129200.00 Bridge Concrete Superstructure STA | | | 17+57.00, APPROX 150 CU YD | | | 0200 510E000 425.000 SQYD| 7.50000 3187.50| 4.76000 2023.00| 5.00000 2125.00 Grooving Concrete Bridge Decks | | | 0210 511A004 24.000 EACH| 1000.00000 24000.00| 450.00000 10800.00| 400.00000 9600.00 Elastomeric Bearings, Type 4 | | | 0220 513B003 308.000 LF | 90.00000 27720.00| 75.00000 23100.00| 125.00000 38500.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0230 513B005 317.000 LF | 140.00000 44380.00| 95.00000 30115.00| 140.00000 44380.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0240 535A085 27.000 LF | 26.00000 702.00| 39.00000 1053.00| 45.00000 1215.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0250 600A000 LUMP| 94100.00000 94100.00| 95000.00000 95000.00| 118800.00000 118800.00 Mobilization | | | 0260 614A001 103.000 CUYD| 400.00000 41200.00| 250.00000 25750.00| 270.00000 27810.00 Slope Paving (Under Bridges) | | | 0270 619A102 2.000 EACH| 500.00000 1000.00| 735.00000 1470.00| 600.00000 1200.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 630A001 50.000 LF | 12.00000 600.00| 12.00000 600.00| 12.00000 600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0290 630C000 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00 Guardrail End Anchor, Type 10 | | | 0300 630C003 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 Guardrail End Anchor, Type 13 | | | 0310 637A001 1782.000 LF | 6.00000 10692.00| 4.00000 7128.00| 5.50000 9801.00 Fence Reset (Includes All Types) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030627041 COUNTIES : CULLMAN LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( 3 ) 13036 |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 650A000 975.000 CUYD| 6.50000 6337.50| 5.00000 4875.00| 7.50000 7312.50 Topsoil | | | 0330 652A053 2.000 ACRE| 800.00000 1600.00| 725.00000 1450.00| 424.00000 848.00 Seeding (Mix 1E) | | | 0340 656A001 2.000 ACRE| 700.00000 1400.00| 760.00000 1520.00| 424.00000 848.00 Mulching, Class A, Type 2 | | | 0350 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 6.35000 635.00 Hay Bales | | | 0360 665I000 60.000 TON | 35.00000 2100.00| 25.50000 1530.00| 25.00000 1500.00 Temporary Riprap, Class 2 | | | 0370 665J000 2560.000 LF | 4.75000 12160.00| 5.00000 12800.00| 2.75000 7040.00 Silt Fence, Type A | | | 0380 665K000 40.000 CUYD| 4.00000 160.00| 6.60000 264.00| 50.00000 2000.00 Drainage Sump Excavation | | | 0390 680A000 LUMP| 39000.00000 39000.00| 20000.00000 20000.00| 15000.00000 15000.00 Engineering Controls | | | 0400 701A031 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 1900.00000 1900.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0410 701A035 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 1900.00000 1900.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0420 701G124 320.000 LF | 4.09000 1308.80| 4.09000 1308.80| 2.20000 704.00 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0430 701G132 320.000 LF | 4.20000 1344.00| 4.20000 1344.00| 2.30000 736.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0440 703A002 105.000 SQFT| 5.00000 525.00| 5.00000 525.00| 2.40000 252.00 Traffic Control Markings, Class 2, Type | | | A | | | 0450 705A005 19.000 EACH| 10.00000 190.00| 10.00000 190.00| 6.30000 119.70 Pavement Markers, Class A, Type 2-D | | | 0460 740B000 264.000 SQFT| 10.00000 2640.00| 15.00000 3960.00| 7.60000 2006.40 Construction Signs | | | 0470 740F002 8.000 EACH| 215.00000 1720.00| 565.00000 4520.00| 160.00000 1280.00 Barricades, Type III | | | 0480 740I005 4.000 EACH| 400.00000 1600.00| 625.00000 2500.00| 295.00000 1180.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 816,420.30| $ 860,309.42| $ 897,919.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 816,420.30| $ 860,309.42| $ 897,919.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20030627042 COUNTIES : DEKALB LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2500(203) for constructing the Bridge Replacement (Precast) on C.R.#468 at Scarham Creek west of Crossville. Length 0.022 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19037 SIMPSON BRIDGE COMPANY, INC. $ 290,445.51 100.0000% 2 07053 G & R PLANT MAINTENANCE, INC. $ 302,177.00 104.0391% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030627042 COUNTIES : DEKALB LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 07053 |( ) |SIMPSON BRIDGE COMPANY, INC |G & R PLANT MAINTENANCE, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 46000.00000 46000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 21+50.08 | | | 0020 210A000 120.000 CUYD| 12.00000 1440.00| 15.00000 1800.00| Unclassified Excavation | | | 0030 502A000 72.000 LB | 0.90000 64.80| 11.00000 792.00| Steel Reinforcement | | | 0040 505A032 1.000 EACH| 1850.00000 1850.00| 1650.00000 1650.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 250.00000 250.00| 1650.00000 1650.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505G003 34.000 EACH| 123.00000 4182.00| 44.00000 1496.00| Pile Points (Type A, 12") | | | 0070 505M002 1041.000 LF | 23.35000 24307.35| 45.00000 46845.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 2.000 EACH| 2100.00000 4200.00| 3916.00000 7832.00| Wire Rope Abutment Anchor Assembly | | | 0090 508A000 3061.000 LB | 1.75000 5356.75| 5.00000 15305.00| Structural Steel | | | 0100 510A000 11.000 CUYD| 198.00000 2178.00| 462.00000 5082.00| Bridge Substructure Concrete, Class A | | | 0110 511A000 44.000 EACH| 57.50000 2530.00| 99.00000 4356.00| Elastomeric Bearings, Type 1 | | | 0120 512A014 2.000 EACH| 3380.00000 6760.00| 2930.00000 5860.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512B004 2.000 EACH| 3675.00000 7350.00| 2857.00000 5714.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0140 512C017 18.000 EACH| 3540.00000 63720.00| 3541.00000 63738.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0150 512C025 6.000 EACH| 4025.00000 24150.00| 3879.00000 23274.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030627042 COUNTIES : DEKALB LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 07053 |( ) |SIMPSON BRIDGE COMPANY, INC |G & R PLANT MAINTENANCE, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D025 2.000 EACH| 3525.00000 7050.00| 3604.00000 7208.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0170 512D030 4.000 EACH| 3495.00000 13980.00| 656.00000 2624.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0180 512E001 16.000 EACH| 485.00000 7760.00| 720.00000 11520.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0190 512F001 8.000 EACH| 535.00000 4280.00| 878.00000 7024.00| Precast Concrete Wing Panels, Type W2 | | | 0200 512G000 4.000 EACH| 480.00000 1920.00| 866.00000 3464.00| Precast Concrete Abutment Wing Cap Pane | | | 0210 600A000 LUMP| 25500.00000 25500.00| 27500.00000 27500.00| Mobilization | | | 0220 610C001 268.000 TON | 21.25000 5695.00| 26.00000 6968.00| Loose Riprap, Class 2 | | | 0230 610D000 212.000 SQYD| 5.00000 1060.00| 4.00000 848.00| Filter Blanket | | | 0240 630C003 4.000 EACH| 1200.00000 4800.00| 1155.00000 4620.00| Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1200.00000 4800.00| 1485.00000 5940.00| Guardrail End Anchor, Type 10 Series | | | 0260 665F000 176.000 EACH| 6.00000 1056.00| 6.00000 1056.00| Hay Bales | | | 0270 665J000 525.000 LF | 4.75000 2493.75| 12.00000 6300.00| Silt Fence, Type A | | | 0280 680A000 LUMP| 12400.00000 12400.00| 9000.00000 9000.00| Engineering Controls | | | 0290 740B000 141.000 SQFT| 7.46000 1051.86| 11.00000 1551.00| Construction Signs | | | 0300 740F002 8.000 EACH| 155.00000 1240.00| 550.00000 4400.00| Barricades, Type III | | | 0310 740I005 4.000 EACH| 255.00000 1020.00| 440.00000 1760.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 290,445.51| $ 302,177.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 290,445.51| $ 302,177.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20030627044 COUNTIES : ESCAMBIA LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2700(204) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Old Highway 31 at Jernigan Mill Creek north of Pollard. Length 0.081 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20021 C. THORNTON, INC. $ 146,868.16 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 164,985.50 112.3358% 3 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 179,932.00 122.5126% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030627044 COUNTIES : ESCAMBIA LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 08017 |( 3 ) 01059 |C. THORNTON, INC. |H & L CONSTRUCTION, INC. |ADVANCE CONSTRUCTION SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 7000.00000 7000.00| 7500.00000 7500.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 5+00 | | | 0020 214A000 693.000 CUYD| 6.00000 4158.00| 5.00000 3465.00| 6.00000 4158.00 Structure Excavation | | | 0030 214B001 261.000 CUYD| 33.00000 8613.00| 38.00000 9918.00| 20.00000 5220.00 Foundation Backfill, Commercial | | | 0040 405A000 29.000 GAL | 10.00000 290.00| 2.00000 58.00| 5.00000 145.00 Tack Coat | | | 0050 429A200 53.000 TON | 97.00000 5141.00| 57.00000 3021.00| 75.00000 3975.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429C201 119.000 TON | 97.00000 11543.00| 59.00000 7021.00| 75.00000 8925.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0070 502A000 48642.000 LB | 0.48000 23348.16| 0.50000 24321.00| 0.50000 24321.00 Steel Reinforcement | | | 0080 524A011 258.000 CUYD| 265.00000 68370.00| 350.00000 90300.00| 350.00000 90300.00 Culvert Concrete (Cast In Place) | | | 0090 600A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00 Mobilization | | | 0100 610C001 122.000 TON | 35.00000 4270.00| 42.50000 5185.00| 35.00000 4270.00 Loose Riprap, Class 2 | | | 0110 610D003 106.000 SQYD| 2.50000 265.00| 4.25000 450.50| 3.00000 318.00 Filter Blanket, Geotextile | | | 0120 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 7.00000 350.00 Hay Bales | | | 0130 665J000 300.000 LF | 4.00000 1200.00| 6.00000 1800.00| 2.50000 750.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 2500.00000 2500.00 Engineering Controls | | | 0150 740B000 262.000 SQFT| 10.00000 2620.00| 8.00000 2096.00| 10.00000 2620.00 Construction Signs | | | 0160 740F002 8.000 EACH| 300.00000 2400.00| 250.00000 2000.00| 210.00000 1680.00 Barricades, Type III | | | 0170 740I005 2.000 EACH| 200.00000 400.00| 300.00000 600.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 146,868.16| $ 164,985.50| $ 179,932.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 146,868.16| $ 164,985.50| $ 179,932.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20030627045 COUNTIES : FAYETTE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2900(204) for constructing the Bridge Replacement (Bridge Culvert) on Cook Road at Dodson Creek southeast of Wayside. Length 0.009 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 87,078.70 100.0000% 2 02096 E. O. BYARS CONSTRUCTION, INC. $ 111,455.52 127.9940% 3 05030 ECON, INC. $ 127,360.25 146.2588% 4 16003 PHILLIPS CONTRACTING CO., INC. $ 133,030.50 152.7704% 5 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 154,516.90 177.4451% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030627045 COUNTIES : FAYETTE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02096 |( 3 ) 05030 |GLASGOW CONSTRUCTION CO., I |E. O. BYARS CONSTRUCTION, I |ECON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 4000.00000 4000.00| 4500.00000 4500.00| 4200.00000 4200.00 Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A001 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 2+38.34 | | | to Sta 2+92.16) | | | 0030 214A000 145.000 CUYD| 10.00000 1450.00| 9.00000 1305.00| 16.25000 2356.25 Structure Excavation | | | 0040 214B001 72.000 CUYD| 1.00000 72.00| 22.00000 1584.00| 27.00000 1944.00 Foundation Backfill, Commercial | | | 0050 502A000 31086.000 LB | 0.45000 13988.70| 0.32000 9947.52| 0.50000 15543.00 Steel Reinforcement | | | 0060 524A011 181.000 CUYD| 250.00000 45250.00| 290.00000 52490.00| 275.00000 49775.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 9000.00000 9000.00 Mobilization | | | 0080 610C001 270.000 TON | 1.00000 270.00| 22.00000 5940.00| 32.00000 8640.00 Loose Riprap, Class 2 | | | 0090 610D003 214.000 SQYD| 2.00000 428.00| 2.00000 428.00| 2.00000 428.00 Filter Blanket, Geotextile | | | 0100 629A004 113.000 LF | 40.00000 4520.00| 157.00000 17741.00| 110.00000 12430.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0110 630C003 4.000 EACH| 1200.00000 4800.00| 955.00000 3820.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0120 630C050 4.000 EACH| 1650.00000 6600.00| 1320.00000 5280.00| 1900.00000 7600.00 Guardrail End Anchor, Type 20 Series | | | 0130 665F000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| 6.50000 325.00 Hay Bales | | | 0140 665J000 350.000 LF | 5.00000 1750.00| 5.00000 1750.00| 5.30000 1855.00 Silt Fence, Type A | | | 0150 680A000 LUMP| 500.00000 500.00| 100.00000 100.00| 3000.00000 3000.00 Engineering Controls | | | 0160 740B000 20.000 SQFT| 8.00000 160.00| 12.00000 240.00| 20.00000 400.00 Construction Signs | | | 0170 740F002 4.000 EACH| 160.00000 640.00| 110.00000 440.00| 288.00000 1152.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030627045 COUNTIES : FAYETTE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02096 |( 3 ) 05030 |GLASGOW CONSTRUCTION CO., I |E. O. BYARS CONSTRUCTION, I |ECON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740I005 2.000 EACH| 75.00000 150.00| 70.00000 140.00| 356.00000 712.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 87,078.70| $ 111,455.52| $ 127,360.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 87,078.70| $ 111,455.52| $ 127,360.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030627045 COUNTIES : FAYETTE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 18036 |( ) |PHILLIPS CONTRACTING CO., I |RILEY BRIDGE & ENGINEERING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A001 LUMP| 2000.00000 2000.00| 4500.00000 4500.00| Removal Of Old Bridge, Station 2+38.34 | | | to Sta 2+92.16) | | | 0030 214A000 145.000 CUYD| 6.00000 870.00| 14.00000 2030.00| Structure Excavation | | | 0040 214B001 72.000 CUYD| 22.50000 1620.00| 24.00000 1728.00| Foundation Backfill, Commercial | | | 0050 502A000 31086.000 LB | 0.50000 15543.00| 0.65000 20205.90| Steel Reinforcement | | | 0060 524A011 181.000 CUYD| 330.00000 59730.00| 345.00000 62445.00| Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 9500.00000 9500.00| 12500.00000 12500.00| Mobilization | | | 0080 610C001 270.000 TON | 22.25000 6007.50| 22.00000 5940.00| Loose Riprap, Class 2 | | | 0090 610D003 214.000 SQYD| 2.50000 535.00| 4.50000 963.00| Filter Blanket, Geotextile | | | 0100 629A004 113.000 LF | 175.00000 19775.00| 185.00000 20905.00| Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0110 630C003 4.000 EACH| 1100.00000 4400.00| 1250.00000 5000.00| Guardrail End Anchor, Type 13 | | | 0120 630C050 4.000 EACH| 1150.00000 4600.00| 1400.00000 5600.00| Guardrail End Anchor, Type 20 Series | | | 0130 665F000 50.000 EACH| 6.00000 300.00| 7.00000 350.00| Hay Bales | | | 0140 665J000 350.000 LF | 3.00000 1050.00| 7.00000 2450.00| Silt Fence, Type A | | | 0150 680A000 LUMP| 2500.00000 2500.00| 4000.00000 4000.00| Engineering Controls | | | 0160 740B000 20.000 SQFT| 10.00000 200.00| 10.00000 200.00| Construction Signs | | | 0170 740F002 4.000 EACH| 200.00000 800.00| 450.00000 1800.00| Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 045 -5 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030627045 COUNTIES : FAYETTE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 18036 |( ) |PHILLIPS CONTRACTING CO., I |RILEY BRIDGE & ENGINEERING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740I005 2.000 EACH| 300.00000 600.00| 450.00000 900.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 133,030.50| $ 154,516.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 133,030.50| $ 154,516.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20030627046 COUNTIES : FRANKLIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 CONTRACT TIME : 160 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3010(200) for constructing the Bridge Replacement and Partial Approaches on C.R.#23 at Big Bear Creek north of Vina. Length 0.205 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 1,034,902.50 100.0000% 2 02088 B & B ENGINEERING & DESIGN $ 1,203,272.30 116.2691% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 1,478,869.44 142.8994% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030627046 COUNTIES : FRANKLIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 02088 |( 3 ) 19007 |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 45000.00000 45000.00| 282000.00000 282000.00| 150000.00000 150000.00 Removal Of Old Bridge, Station 17+25.52 | | | 0020 210D000 9240.000 CUYD| 6.55000 60522.00| 6.50000 60060.00| 9.40000 86856.00 Borrow Excavation | | | 0030 230A000 7.000 RBST| 270.00000 1890.00| 350.00000 2450.00| 395.82000 2770.74 Roadbed Processing | | | 0040 502A000 111300.000 LB | 0.44000 48972.00| 0.46000 51198.00| 0.58000 64554.00 Steel Reinforcement | | | 0050 502B000 LUMP| 47000.00000 47000.00| 51520.00000 51520.00| 71000.00000 71000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 17+25.00, APPROX. | | | 113,830 LBS. | | | 0060 505M002 595.000 LF | 22.00000 13090.00| 13.50000 8032.50| 30.00000 17850.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 506A000 120.000 LF | 394.00000 47280.00| 315.00000 37800.00| 333.00000 39960.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0080 506A008 80.000 LF | 302.00000 24160.00| 241.00000 19280.00| 255.00000 20400.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0090 506B003 40.000 LF | 750.00000 30000.00| 625.00000 25000.00| 635.00000 25400.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0100 506B004 40.000 LF | 845.00000 33800.00| 700.00000 28000.00| 715.00000 28600.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0110 506C042 120.000 LF | 94.00000 11280.00| 80.00000 9600.00| 80.00000 9600.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0120 506C043 160.000 LF | 94.00000 15040.00| 80.00000 12800.00| 80.00000 12800.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0130 506F001 120.000 LF | 162.50000 19500.00| 140.00000 16800.00| 138.00000 16560.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0140 506G002 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 530.00000 2120.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0150 506G003 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 530.00000 2120.00 Crosshole Sonic Logging, 4'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030627046 COUNTIES : FRANKLIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 02088 |( 3 ) 19007 |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 508A000 8020.000 LB | 3.00000 24060.00| 3.75000 30075.00| 3.50000 28070.00 Structural Steel | | | 0170 510A000 213.000 CUYD| 295.00000 62835.00| 335.00000 71355.00| 600.00000 127800.00 Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 206502.00000 206502.00| 195000.00000 195000.00| 309000.00000 309000.00 Bridge Concrete Superstructure, STA. | | | 17+25 APPROX. 542 CU. YDS. | | | 0190 510E000 1261.000 SQYD| 2.00000 2522.00| 3.00000 3783.00| 3.00000 3783.00 Grooving Concrete Bridge Decks | | | 0200 511A001 40.000 EACH| 115.00000 4600.00| 100.00000 4000.00| 275.00000 11000.00 Elastomeric Bearings, Type 2 | | | 0210 513B005 1342.000 LF | 85.00000 114070.00| 93.00000 124806.00| 110.00000 147620.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0220 513B017 538.000 LF | 131.00000 70478.00| 124.00000 66712.00| 155.00000 83390.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0230 600A000 LUMP| 79000.00000 79000.00| 55000.00000 55000.00| 145000.00000 145000.00 Mobilization | | | 0240 610C001 640.000 TON | 20.00000 12800.00| 14.75000 9440.00| 30.00000 19200.00 Loose Riprap, Class 2 | | | 0250 610D003 568.000 SQYD| 3.00000 1704.00| 2.15000 1221.20| 2.00000 1136.00 Filter Blanket, Geotextile | | | 0260 630A001 250.000 LF | 12.15000 3037.50| 11.50000 2875.00| 11.50000 2875.00 Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C003 4.000 EACH| 1200.00000 4800.00| 1075.00000 4300.00| 1075.00000 4300.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 2.000 EACH| 1400.00000 2800.00| 1285.00000 2570.00| 1285.00000 2570.00 Guardrail End Anchor, Type 20 Series | | | 0290 630C070 2.000 EACH| 1250.00000 2500.00| 1185.00000 2370.00| 1185.00000 2370.00 Guardrail End Anchor, Type 10 Series | | | 0300 652A053 4.000 ACRE| 1200.00000 4800.00| 650.00000 2600.00| 550.00000 2200.00 Seeding (Mix 1E) | | | 0310 656A000 2.000 ACRE| 860.00000 1720.00| 700.00000 1400.00| 550.00000 1100.00 Mulching, Class A, Type 1 | | | 0320 656A001 2.000 ACRE| 860.00000 1720.00| 700.00000 1400.00| 750.00000 1500.00 Mulching, Class A, Type 2 | | | 0330 665F000 50.000 EACH| 6.00000 300.00| 4.60000 230.00| 5.00000 250.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030627046 COUNTIES : FRANKLIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 02088 |( 3 ) 19007 |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 665J000 1120.000 LF | 4.50000 5040.00| 3.08000 3449.60| 4.50000 5040.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 20500.00000 20500.00| 6550.00000 6550.00| 25000.00000 25000.00 Engineering Controls | | | 0360 740B000 198.000 SQFT| 10.00000 1980.00| 12.50000 2475.00| 7.65000 1514.70 Construction Signs | | | 0370 740F002 8.000 EACH| 400.00000 3200.00| 210.00000 1680.00| 160.00000 1280.00 Barricades, Type III | | | 0380 740I005 4.000 EACH| 400.00000 1600.00| 160.00000 640.00| 570.00000 2280.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,034,902.50| $ 1,203,272.30| $ 1,478,869.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,034,902.50| $ 1,203,272.30| $ 1,478,869.44 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20030627047 COUNTIES : GREENE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3210(200) for constructing the Bridge Replacements (2 Bridge Culverts and 1 Precast) on C.R.#117 at Rogers Creek, Tubbs Creek and Reeves Branch near West Greene. Length 0.058 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 473,342.04 100.0000% 2 16003 PHILLIPS CONTRACTING CO., INC. $ 519,767.50 109.8080% 3 13099 MCINNIS, LLC $ 610,379.72 128.9511% 4 23071 WARRIOR CONSTRUCTORS, INC. $ 729,844.68 154.1897% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030627047 COUNTIES : GREENE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 16003 |( 3 ) 13099 |GLASGOW CONSTRUCTION CO., I |PHILLIPS CONTRACTING CO., I |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| 2000.00000 2000.00| 2600.00000 2600.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 9+68.76 | | | 0020 206A001 LUMP| 2000.00000 2000.00| 3200.00000 3200.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 13+13.63 | | | 0030 206A002 LUMP| 2000.00000 2000.00| 2100.00000 2100.00| 6000.00000 6000.00 Removal Of Old Bridge, Station 9+76.53 | | | 0040 210A000 299.000 CUYD| 10.00000 2990.00| 3.00000 897.00| 5.00000 1495.00 Unclassified Excavation | | | 0050 214A000 699.000 CUYD| 10.00000 6990.00| 6.00000 4194.00| 18.00000 12582.00 Structure Excavation | | | 0060 214B001 141.000 CUYD| 25.00000 3525.00| 36.00000 5076.00| 38.00000 5358.00 Foundation Backfill, Commercial | | | 0070 502A000 51962.000 LB | 0.45000 23382.90| 0.50000 25981.00| 0.51000 26500.62 Steel Reinforcement | | | 0080 505M002 1480.000 LF | 22.00000 32560.00| 21.00000 31080.00| 26.00000 38480.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 2.000 EACH| 1543.29000 3086.58| 2628.00000 5256.00| 2346.00000 4692.00 Wire Rope Abutment Anchor Assembly | | | 0100 510A000 20.000 CUYD| 350.00000 7000.00| 650.00000 13000.00| 400.00000 8000.00 Bridge Substructure Concrete, Class A | | | 0110 511A000 66.000 EACH| 59.13000 3902.58| 66.00000 4356.00| 75.00000 4950.00 Elastomeric Bearings, Type 1 | | | 0120 512A014 2.000 EACH| 2952.18000 5904.36| 3478.00000 6956.00| 3519.00000 7038.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512B004 4.000 EACH| 3312.40000 13249.60| 3400.00000 13600.00| 3409.00000 13636.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0140 512C017 30.000 EACH| 3796.19000 113885.70| 3534.00000 106020.00| 4248.37000 127451.10 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0150 512C025 10.000 EACH| 4342.68000 43426.80| 3894.00000 38940.00| 4329.00000 43290.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0160 512D025 6.000 EACH| 3783.10000 22698.60| 3660.00000 21960.00| 4520.00000 27120.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030627047 COUNTIES : GREENE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 16003 |( 3 ) 13099 |GLASGOW CONSTRUCTION CO., I |PHILLIPS CONTRACTING CO., I |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512D030 4.000 EACH| 3740.85000 14963.40| 3657.00000 14628.00| 4514.00000 18056.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0180 512E000 8.000 EACH| 272.16000 2177.28| 384.00000 3072.00| 288.00000 2304.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0190 512F000 4.000 EACH| 374.48000 1497.92| 515.00000 2060.00| 469.00000 1876.00 Precast Concrete Wing Panels, Type W1 | | | 0200 512G000 4.000 EACH| 402.83000 1611.32| 574.00000 2296.00| 551.00000 2204.00 Precast Concrete Abutment Wing Cap Pane | | | 0210 524A011 345.000 CUYD| 250.00000 86250.00| 350.00000 120750.00| 330.00000 113850.00 Culvert Concrete (Cast In Place) | | | 0220 600A000 LUMP| 4000.00000 4000.00| 17950.00000 17950.00| 35000.00000 35000.00 Mobilization | | | 0230 610C001 455.000 TON | 32.00000 14560.00| 31.00000 14105.00| 30.00000 13650.00 Loose Riprap, Class 2 | | | 0240 610D000 525.000 SQYD| 2.00000 1050.00| 2.50000 1312.50| 3.00000 1575.00 Filter Blanket | | | 0250 630A001 725.000 LF | 20.00000 14500.00| 16.80000 12180.00| 16.80000 12180.00 Steel Beam Guardrail, Class A, Type 2 | | | 0260 630C003 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0270 630C050 12.000 EACH| 1500.00000 18000.00| 1265.00000 15180.00| 1265.00000 15180.00 Guardrail End Anchor, Type 20 Series | | | 0280 665F000 150.000 EACH| 10.00000 1500.00| 6.00000 900.00| 6.00000 900.00 Hay Bales | | | 0290 665J000 1250.000 LF | 5.00000 6250.00| 3.00000 3750.00| 6.00000 7500.00 Silt Fence, Type A | | | 0300 680A000 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| 20000.00000 20000.00 Engineering Controls | | | 0310 740B000 626.000 SQFT| 10.00000 6260.00| 8.00000 5008.00| 12.00000 7512.00 Construction Signs | | | 0320 740F002 24.000 EACH| 175.00000 4200.00| 165.00000 3960.00| 300.00000 7200.00 Barricades, Type III | | | 0330 740I005 12.000 EACH| 85.00000 1020.00| 250.00000 3000.00| 200.00000 2400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 473,342.04| $ 519,767.50| $ 610,379.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 473,342.04| $ 519,767.50| $ 610,379.72 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030627047 COUNTIES : GREENE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 23071 |( ) |( ) |WARRIOR CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 65789.11000 65789.11| | Removal Of Old Bridge, Station 9+68.76 | | | 0020 206A001 LUMP| 66832.23000 66832.23| | Removal Of Old Bridge, Station 13+13.63 | | | 0030 206A002 LUMP| 64567.91000 64567.91| | Removal Of Old Bridge, Station 9+76.53 | | | 0040 210A000 299.000 CUYD| 18.75000 5606.25| | Unclassified Excavation | | | 0050 214A000 699.000 CUYD| 10.03000 7010.97| | Structure Excavation | | | 0060 214B001 141.000 CUYD| 30.19000 4256.79| | Foundation Backfill, Commercial | | | 0070 502A000 51962.000 LB | 0.61000 31696.82| | Steel Reinforcement | | | 0080 505M002 1480.000 LF | 23.87000 35327.60| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0090 507A000 2.000 EACH| 4000.00000 8000.00| | Wire Rope Abutment Anchor Assembly | | | 0100 510A000 20.000 CUYD| 400.00000 8000.00| | Bridge Substructure Concrete, Class A | | | 0110 511A000 66.000 EACH| 100.00000 6600.00| | Elastomeric Bearings, Type 1 | | | 0120 512A014 2.000 EACH| 4000.00000 8000.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512B004 4.000 EACH| 4000.00000 16000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0140 512C017 30.000 EACH| 3500.00000 105000.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0150 512C025 10.000 EACH| 4000.00000 40000.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0160 512D025 6.000 EACH| 4000.00000 24000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030627047 COUNTIES : GREENE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 23071 |( ) |( ) |WARRIOR CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512D030 4.000 EACH| 4000.00000 16000.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0180 512E000 8.000 EACH| 500.00000 4000.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0190 512F000 4.000 EACH| 525.00000 2100.00| | Precast Concrete Wing Panels, Type W1 | | | 0200 512G000 4.000 EACH| 700.00000 2800.00| | Precast Concrete Abutment Wing Cap Pane | | | 0210 524A011 345.000 CUYD| 280.00000 96600.00| | Culvert Concrete (Cast In Place) | | | 0220 600A000 LUMP| 19999.98000 19999.98| | Mobilization | | | 0230 610C001 455.000 TON | 30.05000 13672.75| | Loose Riprap, Class 2 | | | 0240 610D000 525.000 SQYD| 4.14000 2173.50| | Filter Blanket | | | 0250 630A001 725.000 LF | 16.80000 12180.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0260 630C003 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 13 | | | 0270 630C050 12.000 EACH| 1265.00000 15180.00| | Guardrail End Anchor, Type 20 Series | | | 0280 665F000 150.000 EACH| 9.94000 1491.00| | Hay Bales | | | 0290 665J000 1250.000 LF | 9.06000 11325.00| | Silt Fence, Type A | | | 0300 680A000 LUMP| 15322.77000 15322.77| | Engineering Controls | | | 0310 740B000 626.000 SQFT| 12.00000 7512.00| | Construction Signs | | | 0320 740F002 24.000 EACH| 200.00000 4800.00| | Barricades, Type III | | | 0330 740I005 12.000 EACH| 300.00000 3600.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 729,844.68| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 729,844.68| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20030627048 COUNTIES : HALE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-3316(200) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#29 from S.R.#69 south of Havana to the Perry County line. Length - 11.243 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 644,958.50 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030627048 COUNTIES : HALE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D001 782.000 LF | 1.25000 977.50| | Removing Guardrail | | | 0020 206E019 12.000 EACH| 89.50000 1074.00| | Removing Guardrail End Anchor (Type 10) | | | 0030 405A000 3958.000 GAL | 1.20000 4749.60| | Tack Coat | | | 0040 424A341 10885.000 TON | 39.44000 429304.40| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A347 700.000 TON | 45.00000 31500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B648 694.000 TON | 47.50000 32965.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0070 600A000 LUMP| 39500.00000 39500.00| | Mobilization | | | 0080 630A001 225.000 LF | 11.20000 2520.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0090 630A015 782.000 LF | 16.50000 12903.00| | Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0100 630C022 12.000 EACH| 1280.00000 15360.00| | Guardrail End Anchor, Type Special | | | 0110 630C070 20.000 EACH| 1250.00000 25000.00| | Guardrail End Anchor, Type 10 Series | | | 0120 701A004 22.000 MILE| 380.00000 8360.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0130 701A008 2.000 MILE| 210.00000 420.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0140 701A012 20.000 MILE| 390.00000 7800.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030627048 COUNTIES : HALE LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C000 2.000 MILE| 420.00000 840.00| | Broken Temporary Traffic Stripe | | | 0160 701C001 20.000 MILE| 480.00000 9600.00| | Solid Temporary Traffic Stripe | | | 0170 703A000 120.000 SQFT| 1.50000 180.00| | Traffic Control Markings, Class 1, Type | | | A | | | 0180 705A032 132.000 EACH| 5.75000 759.00| | Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 2508.000 EACH| 5.75000 14421.00| | Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 400.000 SQFT| 8.00000 3200.00| | Construction Signs | | | 0210 740E000 25.000 EACH| 1.00000 25.00| | Cones (36 Inches High) | | | 0220 740O000 1.000 EACH| 3500.00000 3500.00| | Pilot Car | | | SECTION TOTALS | $ 644,958.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 644,958.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20030627049 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-4000(203) for constructing the Resurfacing and Traffic Stripe on STPAA-4000(210) C.R.#460 from S.R.#24 east to the Moulton city limits and the Planing, Resurfacing and Traffic Stripe on Court Street from the east city limits of Moulton to S.R.#24. Length 6.188 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 417,470.00 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 449,333.98 107.6326% 3 19074 S & M EQUIPMENT CO., INC. $ 517,810.06 124.0353% 4 01087 APAC-SOUTHEAST, INC. $ 544,675.36 130.4705% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030627049 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 19074 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 399.000 TON | 10.50000 4189.50| 11.37000 4536.63| 15.00000 5985.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 401B108 35322.000 SQYD| 0.75000 26491.50| 0.75540 26682.24| 0.85000 30023.70 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 2770.000 GAL | 2.00000 5540.00| 0.90000 2493.00| 1.12000 3102.40 Tack Coat | | | 0040 408A052 36190.000 SQYD| 1.25000 45237.50| 0.60000 21714.00| 1.35000 48856.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 408A053 14780.000 SQYD| 1.25000 18475.00| 0.80000 11824.00| 1.55000 22909.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0060 429A201 2916.000 TON | 29.00000 84564.00| 38.82000 113199.12| 38.50000 112266.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A221 4677.000 TON | 29.00000 135633.00| 38.82000 181561.14| 37.50000 175387.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 429B208 200.000 TON | 35.00000 7000.00| 33.97000 6794.00| 43.50000 8700.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429B228 400.000 TON | 35.00000 14000.00| 33.97000 13588.00| 43.50000 17400.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 600A000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 20000.00000 20000.00 Mobilization | | | 0110 630A001 280.000 LF | 17.50000 4900.00| 17.15000 4802.00| 19.72000 5521.60 Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C022 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1610.00000 6440.00 Guardrail End Anchor, Type Special | | | 0130 630C050 12.000 EACH| 1250.00000 15000.00| 1250.00000 15000.00| 1437.50000 17250.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030627049 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 19074 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A004 6.000 MILE| 420.00000 2520.00| 330.00000 1980.00| 462.00000 2772.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0150 701A031 4.000 MILE| 1050.00000 4200.00| 1050.00000 4200.00| 1155.00000 4620.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 7.000 MILE| 1190.00000 8330.00| 1200.00000 8400.00| 1309.00000 9163.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 5.000 MILE| 710.00000 3550.00| 500.00000 2500.00| 781.00000 3905.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 6.000 MILE| 420.00000 2520.00| 340.00000 2040.00| 462.00000 2772.00 Broken Temporary Traffic Stripe | | | 0190 701C001 9.000 MILE| 490.00000 4410.00| 360.00000 3240.00| 539.00000 4851.00 Solid Temporary Traffic Stripe | | | 0200 701G009 1242.000 LF | 0.30000 372.60| 0.80000 993.60| 0.33000 409.86 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0210 701G050 500.000 LF | 1.00000 500.00| 0.50000 250.00| 1.10000 550.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0220 703A002 1410.000 SQFT| 2.50000 3525.00| 3.00000 4230.00| 2.75000 3877.50 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 113.000 SQFT| 3.50000 395.50| 3.25000 367.25| 3.85000 435.05 Traffic Control Legends, Class 2, Type | | | 0240 703D001 1410.000 SQFT| 1.30000 1833.00| 1.50000 2115.00| 1.43000 2016.30 Temporary Traffic Control Markings | | | 0250 703E001 113.000 SQFT| 1.30000 146.90| 2.00000 226.00| 1.43000 161.59 Temporary Traffic Control Legends | | | 0260 705A032 84.000 EACH| 5.75000 483.00| 5.00000 420.00| 6.33000 531.72 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 298.000 EACH| 5.75000 1713.50| 5.00000 1490.00| 6.33000 1886.34 Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 544.000 SQFT| 10.00000 5440.00| 2.00000 1088.00| 8.00000 4352.00 Construction Signs | | | 0290 740E000 90.000 EACH| 5.00000 450.00| 0.00000 0.00| 11.50000 1035.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030627049 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 19010 |( 3 ) 19074 |ROGERS GROUP, INC. |SHELBY CONTRACTING CO., INC |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740M001 90.000 EACH| 5.00000 450.00| 0.00000 0.00| 7.00000 630.00 Ballast For Cone | | | SECTION TOTALS | $ 417,470.00| $ 449,333.98| $ 517,810.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 417,470.00| $ 449,333.98| $ 517,810.06 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 049 -5 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030627049 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 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 305B060 399.000 TON | 18.62000 7429.38| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 401B108 35322.000 SQYD| 0.78000 27551.16| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 2770.000 GAL | 1.41000 3905.70| | Tack Coat | | | 0040 408A052 36190.000 SQYD| 1.09000 39447.10| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 408A053 14780.000 SQYD| 2.50000 36950.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0060 429A201 2916.000 TON | 42.31000 123375.96| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A221 4677.000 TON | 41.11000 192271.47| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 429B208 200.000 TON | 58.00000 11600.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429B228 400.000 TON | 58.00000 23200.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 600A000 LUMP| 3626.57000 3626.57| | Mobilization | | | 0110 630A001 280.000 LF | 17.49000 4897.20| | Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C022 4.000 EACH| 1428.00000 5712.00| | Guardrail End Anchor, Type Special | | | 0130 630C050 12.000 EACH| 1275.00000 15300.00| | Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 049 -6 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030627049 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A004 6.000 MILE| 336.60000 2019.60| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0150 701A031 4.000 MILE| 1071.00000 4284.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 7.000 MILE| 1224.00000 8568.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 5.000 MILE| 612.00000 3060.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 6.000 MILE| 408.00000 2448.00| | Broken Temporary Traffic Stripe | | | 0190 701C001 9.000 MILE| 459.00000 4131.00| | Solid Temporary Traffic Stripe | | | 0200 701G009 1242.000 LF | 0.82000 1018.44| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0210 701G050 500.000 LF | 1.02000 510.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0220 703A002 1410.000 SQFT| 3.57000 5033.70| | Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 113.000 SQFT| 4.08000 461.04| | Traffic Control Legends, Class 2, Type | | | 0240 703D001 1410.000 SQFT| 1.53000 2157.30| | Temporary Traffic Control Markings | | | 0250 703E001 113.000 SQFT| 2.04000 230.52| | Temporary Traffic Control Legends | | | 0260 705A032 84.000 EACH| 5.61000 471.24| | Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 298.000 EACH| 5.61000 1671.78| | Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 544.000 SQFT| 21.35000 11614.40| | Construction Signs | | | 0290 740E000 90.000 EACH| 12.59000 1133.10| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 049 -7 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030627049 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740M001 90.000 EACH| 6.63000 596.70| | Ballast For Cone | | | SECTION TOTALS | $ 544,675.36| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 544,675.36| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20030627050 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(208) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#31 at Town Creek north of Hickory Grove. Length 0.010 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 79,641.65 100.0000% 2 16003 PHILLIPS CONTRACTING CO., INC. $ 104,441.50 131.1393% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 107,218.50 134.6262% 4 19074 S & M EQUIPMENT CO., INC. $ 107,536.20 135.0251% 5 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 118,238.50 148.4631% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030627050 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 16003 |( 3 ) 18036 |GLASGOW CONSTRUCTION CO., I |PHILLIPS CONTRACTING CO., I |RILEY BRIDGE & ENGINEERING CO., 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| 3500.00000 3500.00 Removal Of Old Bridge, Station 6+89.00 | | | 0020 214A000 350.000 CUYD| 28.00000 9800.00| 6.00000 2100.00| 14.00000 4900.00 Structure Excavation | | | 0030 214B001 100.000 CUYD| 20.00000 2000.00| 22.00000 2200.00| 22.00000 2200.00 Foundation Backfill, Commercial | | | 0040 502A000 38937.000 LB | 0.45000 17521.65| 0.50000 19468.50| 0.50000 19468.50 Steel Reinforcement | | | 0050 524A011 172.000 CUYD| 240.00000 41280.00| 360.00000 61920.00| 335.00000 57620.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| 8000.00000 8000.00 Mobilization | | | 0070 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0080 665J000 560.000 LF | 5.00000 2800.00| 3.00000 1680.00| 5.00000 2800.00 Silt Fence, Type A | | | 0090 680A000 LUMP| 500.00000 500.00| 2500.00000 2500.00| 2000.00000 2000.00 Engineering Controls | | | 0100 740B000 198.000 SQFT| 10.00000 1980.00| 8.50000 1683.00| 10.00000 1980.00 Construction Signs | | | 0110 740F002 8.000 EACH| 170.00000 1360.00| 165.00000 1320.00| 450.00000 3600.00 Barricades, Type III | | | 0120 740I005 2.000 EACH| 75.00000 150.00| 160.00000 320.00| 450.00000 900.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 79,641.65| $ 104,441.50| $ 107,218.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 79,641.65| $ 104,441.50| $ 107,218.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20030627050 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( 5 ) 11014 |( ) |S & M EQUIPMENT CO., INC. |JOE KEENUM EXCAVATION & CON | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 4250.00000 4250.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 6+89.00 | | | 0020 214A000 350.000 CUYD| 20.00000 7000.00| 40.00000 14000.00| Structure Excavation | | | 0030 214B001 100.000 CUYD| 22.17000 2217.00| 14.00000 1400.00| Foundation Backfill, Commercial | | | 0040 502A000 38937.000 LB | 0.60000 23362.20| 0.50000 19468.50| Steel Reinforcement | | | 0050 524A011 172.000 CUYD| 275.00000 47300.00| 295.00000 50740.00| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| Mobilization | | | 0070 665F000 50.000 EACH| 7.50000 375.00| 5.00000 250.00| Hay Bales | | | 0080 665J000 560.000 LF | 5.00000 2800.00| 5.00000 2800.00| Silt Fence, Type A | | | 0090 680A000 LUMP| 6000.00000 6000.00| 1000.00000 1000.00| Engineering Controls | | | 0100 740B000 198.000 SQFT| 9.00000 1782.00| 10.00000 1980.00| Construction Signs | | | 0110 740F002 8.000 EACH| 275.00000 2200.00| 400.00000 3200.00| Barricades, Type III | | | 0120 740I005 2.000 EACH| 125.00000 250.00| 200.00000 400.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 107,536.20| $ 118,238.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 107,536.20| $ 118,238.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20030627051 COUNTIES : LIMESTONE LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-4214(200) for constructing the Resurfacing and Traffic Stripe on Lester Road from S.R.#99 to Sugar Creek Road in Lester. Length 4.740 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 346,105.80 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 357,220.05 103.2112% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030627051 COUNTIES : LIMESTONE LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( ) |BURGREEN CONTRACTING CO., I |SHELBY 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 1650.000 GAL | 1.50000 2475.00| 1.40000 2310.00| Tack Coat | | | 0020 429A201 4800.000 TON | 39.50000 189600.00| 44.45000 213360.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429A206 1600.000 TON | 42.00000 67200.00| 42.00000 67200.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0040 430B029 2500.000 TON | 15.00000 37500.00| 12.50000 31250.00| Aggregate Surfacing (ALDOT #410 Or #810 | | | 0050 600A000 LUMP| 23500.00000 23500.00| 15000.00000 15000.00| Mobilization | | | 0060 701A030 10.000 MILE| 680.00000 6800.00| 700.00000 7000.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0070 701A034 9.000 MILE| 680.00000 6120.00| 700.00000 6300.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0080 701A044 1.000 MILE| 340.00000 340.00| 400.00000 400.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0090 701C000 1.000 MILE| 375.00000 375.00| 400.00000 400.00| Broken Temporary Traffic Stripe | | | 0100 701C001 9.000 MILE| 425.00000 3825.00| 425.00000 3825.00| Solid Temporary Traffic Stripe | | | 0110 703A002 579.000 SQFT| 3.90000 2258.10| 4.50000 2605.50| Traffic Control Markings, Class 2, Type | | | A | | | 0120 703B002 56.000 SQFT| 4.20000 235.20| 5.00000 280.00| Traffic Control Legends, Class 2, Type | | | 0130 705A037 625.000 EACH| 5.90000 3687.50| 5.50000 3437.50| Pavement Markers, Class A-H, Type 2-D | | | 0140 740B000 209.000 SQFT| 10.00000 2090.00| 12.45000 2602.05| Construction Signs | | | 0150 740E000 100.000 EACH| 1.00000 100.00| 12.50000 1250.00| Cones (36 Inches High) | | | SECTION TOTALS | $ 346,105.80| $ 357,220.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 346,105.80| $ 357,220.05| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20030627053 COUNTIES : MORGAN LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-5215(200) for constructing the Resurfacing and Traffic Stripe on C.R.#1040 (Barkley Bridge Road) from C.R.#55 to the Hartselle city limits. Length - 2.966 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 346,084.39 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 372,193.60 107.5442% 3 18037 REED CONTRACTING SERVICES, INC. $ 425,170.49 122.8517% 4 01087 APAC-SOUTHEAST, INC. $ 492,395.65 142.2762% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030627053 COUNTIES : MORGAN LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 19.000 SQYD| 15.00000 285.00| 80.00000 1520.00| 40.00000 760.00 Removing Concrete Driveway | | | 0020 301E008 1381.000 TON | 10.00000 13810.00| 13.50000 18643.50| 15.00000 20715.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0030 401B108 37557.000 SQYD| 0.71650 26909.59| 0.70000 26289.90| 0.82000 30796.74 Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 5108.000 GAL | 0.90000 4597.20| 0.50000 2554.00| 1.25000 6385.00 Tack Coat | | | 0050 429A201 3355.000 TON | 36.79000 123430.45| 34.50000 115747.50| 35.00000 117425.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429B202 3627.000 TON | 28.05000 101737.35| 27.50000 99742.50| 32.00000 116064.00 Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 429B210 500.000 TON | 28.05000 14025.00| 33.50000 16750.00| 46.00000 23000.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429C211 1056.000 TON | 28.05000 29620.80| 35.75000 37752.00| 39.00000 41184.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0090 600A000 LUMP| 1000.00000 1000.00| 19752.00000 19752.00| 20000.00000 20000.00 Mobilization | | | 0100 630C022 4.000 EACH| 1285.00000 5140.00| 1285.00000 5140.00| 1491.00000 5964.00 Guardrail End Anchor, Type Special | | | 0110 630C050 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1491.00000 5964.00 Guardrail End Anchor, Type 20 Series | | | 0120 701A031 5.000 MILE| 1050.00000 5250.00| 106.15000 530.75| 1218.00000 6090.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0130 701A035 4.000 MILE| 1200.00000 4800.00| 1191.80000 4767.20| 1392.00000 5568.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030627053 COUNTIES : MORGAN LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 18037 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A045 2.000 MILE| 500.00000 1000.00| 757.50000 1515.00| 696.00000 1392.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701C000 2.000 MILE| 340.00000 680.00| 424.20000 848.40| 464.00000 928.00 Broken Temporary Traffic Stripe | | | 0160 701C001 16.000 MILE| 360.00000 5760.00| 494.90000 7918.40| 522.00000 8352.00 Solid Temporary Traffic Stripe | | | 0170 703A002 20.000 SQFT| 3.00000 60.00| 10.10000 202.00| 5.80000 116.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 705A032 55.000 EACH| 5.00000 275.00| 5.81000 319.55| 6.35000 349.25 Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 290.000 EACH| 5.00000 1450.00| 5.81000 1684.90| 6.35000 1841.50 Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 252.000 SQFT| 2.00000 504.00| 8.00000 2016.00| 13.00000 3276.00 Construction Signs | | | 0210 740O000 1.000 EACH| 750.00000 750.00| 3500.00000 3500.00| 9000.00000 9000.00 Pilot Car | | | SECTION TOTALS | $ 346,084.39| $ 372,193.60| $ 425,170.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 346,084.39| $ 372,193.60| $ 425,170.49 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030627053 COUNTIES : MORGAN LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 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 206C010 19.000 SQYD| 134.65000 2558.35| | Removing Concrete Driveway | | | 0020 301E008 1381.000 TON | 17.37000 23987.97| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0030 401B108 37557.000 SQYD| 0.73000 27416.61| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 5108.000 GAL | 1.41000 7202.28| | Tack Coat | | | 0050 429A201 3355.000 TON | 45.69000 153289.95| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429B202 3627.000 TON | 39.65000 143810.55| | Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 429B210 500.000 TON | 52.53000 26265.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429C211 1056.000 TON | 52.21000 55133.76| | Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0090 600A000 LUMP| 9128.83000 9128.83| | Mobilization | | | 0100 630C022 4.000 EACH| 1310.70000 5242.80| | Guardrail End Anchor, Type Special | | | 0110 630C050 4.000 EACH| 1275.00000 5100.00| | Guardrail End Anchor, Type 20 Series | | | 0120 701A031 5.000 MILE| 1071.00000 5355.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0130 701A035 4.000 MILE| 1224.00000 4896.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 053 -5 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030627053 COUNTIES : MORGAN LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A045 2.000 MILE| 612.00000 1224.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701C000 2.000 MILE| 408.00000 816.00| | Broken Temporary Traffic Stripe | | | 0160 701C001 16.000 MILE| 459.00000 7344.00| | Solid Temporary Traffic Stripe | | | 0170 703A002 20.000 SQFT| 5.10000 102.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0180 705A032 55.000 EACH| 5.61000 308.55| | Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 290.000 EACH| 5.61000 1626.90| | Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 252.000 SQFT| 19.19000 4835.88| | Construction Signs | | | 0210 740O000 1.000 EACH| 6751.22000 6751.22| | Pilot Car | | | SECTION TOTALS | $ 492,395.65| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 492,395.65| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20030627054 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5400(206) for constructing the Bridge Replacement (Bridge Culvert) on an unpaved road (Caston Road) over Magby Creek north of Stafford. Length - 0.007 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 81,436.70 100.0000% 2 02096 E. O. BYARS CONSTRUCTION, INC. $ 91,420.80 112.2600% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 96,289.50 118.2385% 4 05030 ECON, INC. $ 104,214.20 127.9696% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030627054 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02096 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |E. O. BYARS CONSTRUCTION, I |PHILLIPS CONTRACTING 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| 500.00000 500.00| 2000.00000 2000.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 3+23 | | | 0020 214A000 256.000 CUYD| 10.00000 2560.00| 9.00000 2304.00| 6.00000 1536.00 Structure Excavation | | | 0030 214B001 50.000 CUYD| 20.00000 1000.00| 35.00000 1750.00| 30.00000 1500.00 Foundation Backfill, Commercial | | | 0040 502A000 27126.000 LB | 0.45000 12206.70| 0.45000 12206.70| 0.50000 13563.00 Steel Reinforcement | | | 0050 524A011 165.000 CUYD| 250.00000 41250.00| 290.00000 47850.00| 325.00000 53625.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 1000.00000 1000.00| 6000.00000 6000.00| 4000.00000 4000.00 Mobilization | | | 0070 610C001 300.000 TON | 30.00000 9000.00| 26.00000 7800.00| 26.00000 7800.00 Loose Riprap, Class 2 | | | 0080 610D003 282.000 SQYD| 2.00000 564.00| 1.25000 352.50| 3.00000 846.00 Filter Blanket, Geotextile | | | 0090 630A001 100.000 LF | 33.00000 3300.00| 20.85000 2085.00| 20.85000 2085.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1350.00000 5400.00| 1100.00000 4400.00| 1100.00000 4400.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 6.00000 300.00 Hay Bales | | | 0120 665J000 100.000 LF | 5.00000 500.00| 4.00000 400.00| 3.00000 300.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 500.00000 500.00| 100.00000 100.00| 1500.00000 1500.00 Engineering Controls | | | 0140 740B000 237.000 SQFT| 8.00000 1896.00| 9.80000 2322.60| 8.50000 2014.50 Construction Signs | | | 0150 740F002 8.000 EACH| 170.00000 1360.00| 175.00000 1400.00| 165.00000 1320.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 75.00000 150.00| 100.00000 200.00| 250.00000 500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 81,436.70| $ 91,420.80| $ 96,289.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 81,436.70| $ 91,420.80| $ 96,289.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030627054 COUNTIES : PICKENS LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 05030 |( ) |( ) |ECON, INC. | | 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| | Removal Of Old Bridge, Station 3+23 | | | 0020 214A000 256.000 CUYD| 19.50000 4992.00| | Structure Excavation | | | 0030 214B001 50.000 CUYD| 25.60000 1280.00| | Foundation Backfill, Commercial | | | 0040 502A000 27126.000 LB | 0.50000 13563.00| | Steel Reinforcement | | | 0050 524A011 165.000 CUYD| 275.00000 45375.00| | Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 9500.00000 9500.00| | Mobilization | | | 0070 610C001 300.000 TON | 30.50000 9150.00| | Loose Riprap, Class 2 | | | 0080 610D003 282.000 SQYD| 2.00000 564.00| | Filter Blanket, Geotextile | | | 0090 630A001 100.000 LF | 18.40000 1840.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1700.00000 6800.00| | Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 6.50000 325.00| | Hay Bales | | | 0120 665J000 100.000 LF | 5.30000 530.00| | Silt Fence, Type A | | | 0130 680A000 LUMP| 3000.00000 3000.00| | Engineering Controls | | | 0140 740B000 237.000 SQFT| 9.60000 2275.20| | Construction Signs | | | 0150 740F002 8.000 EACH| 200.00000 1600.00| | Barricades, Type III | | | 0160 740I005 2.000 EACH| 210.00000 420.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 104,214.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 104,214.20| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20030627056 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5800(201) for constructing the Bridge Replacement (Precast) on Beason Cove Road over Gulf Creek west of Steele. Length - 0.019 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07053 G & R PLANT MAINTENANCE, INC. $ 215,805.00 100.0000% 2 13099 MCINNIS, LLC $ 281,997.14 130.6722% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 292,533.00 135.5543% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030627056 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07053 |( 2 ) 13099 |( 3 ) 01007 |G & R PLANT MAINTENANCE, IN |MCINNIS, LLC |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| 5750.00000 5750.00| 42000.00000 42000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 6+61.00 | | | 0020 210A000 411.000 CUYD| 8.00000 3288.00| 10.00000 4110.00| 10.00000 4110.00 Unclassified Excavation | | | 0030 502A000 67.000 LB | 12.00000 804.00| 0.70000 46.90| 1.00000 67.00 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 1725.00000 1725.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 1725.00000 1725.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 430.000 LF | 49.00000 21070.00| 30.00000 12900.00| 20.00000 8600.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 4111.00000 8222.00| 1565.00000 3130.00| 4500.00000 9000.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 12.000 CUYD| 414.00000 4968.00| 1000.00000 12000.00| 300.00000 3600.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 40.000 EACH| 58.00000 2320.00| 85.00000 3400.00| 100.00000 4000.00 Elastomeric Bearings, Type 1 | | | 0100 512A008 2.000 EACH| 2472.00000 4944.00| 2400.00000 4800.00| 3000.00000 6000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-7" Deep By 28'-0" Long | | | 0110 512B003 2.000 EACH| 2418.00000 4836.00| 2800.00000 5600.00| 3000.00000 6000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'- 7" Deep By 27'-6" Long| | | 0120 512C004 15.000 EACH| 3071.00000 46065.00| 3200.00000 48000.00| 4500.00000 67500.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 6.000 EACH| 3294.00000 19764.00| 3250.00000 19500.00| 5250.00000 31500.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 3322.00000 13288.00| 3196.56000 12786.24| 5250.00000 21000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030627056 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07053 |( 2 ) 13099 |( 3 ) 01007 |G & R PLANT MAINTENANCE, IN |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 2.000 EACH| 3325.00000 6650.00| 3199.00000 6398.00| 5250.00000 10500.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E000 16.000 EACH| 725.00000 11600.00| 298.00000 4768.00| 750.00000 12000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512F000 8.000 EACH| 883.00000 7064.00| 375.00000 3000.00| 750.00000 6000.00 Precast Concrete Wing Panels, Type W1 | | | 0180 512G000 4.000 EACH| 924.00000 3696.00| 412.00000 1648.00| 750.00000 3000.00 Precast Concrete Abutment Wing Cap Pane | | | 0190 600A000 LUMP| 22000.00000 22000.00| 60000.00000 60000.00| 30000.00000 30000.00 Mobilization | | | 0200 610C001 148.000 TON | 21.00000 3108.00| 25.00000 3700.00| 22.00000 3256.00 Loose Riprap, Class 2 | | | 0210 610D003 200.000 SQYD| 6.00000 1200.00| 5.00000 1000.00| 5.00000 1000.00 Filter Blanket, Geotextile | | | 0220 630C003 4.000 EACH| 1150.00000 4600.00| 1445.00000 5780.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0230 630C050 4.000 EACH| 1438.00000 5752.00| 1600.00000 6400.00| 1325.00000 5300.00 Guardrail End Anchor, Type 20 Series | | | 0240 665F000 50.000 EACH| 7.00000 350.00| 7.00000 350.00| 6.00000 300.00 Hay Bales | | | 0250 665J000 280.000 LF | 13.00000 3640.00| 6.00000 1680.00| 5.00000 1400.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 7376.00000 7376.00| 15000.00000 15000.00| 5000.00000 5000.00 Engineering Controls | | | SECTION TOTALS | $ 215,805.00| $ 281,997.14| $ 292,533.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 215,805.00| $ 281,997.14| $ 292,533.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20030627057 COUNTIES : SUMTER LETTING DATE : 06/27/03 10:00 AM DIVISION : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-6009(200 ) for constructing the Bridge Piling Encasement, Resurfacing and Traffic Stripe on C.R.#21 from S.R.#7 (U.S.#11) in Epes to S.R.#39 in Gainesville. Length 9.687 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 703,523.38 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030627057 COUNTIES : SUMTER LETTING DATE : 06/27/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 186.000 LF | 1.50000 279.00| | Removing Guardrail | | | 0020 206E008 4.000 EACH| 75.00000 300.00| | Removing Guardrail End Anchor (All Type | | | 0030 214A000 10.000 CUYD| 50.00000 500.00| | Structure Excavation | | | 0040 214B001 8.000 CUYD| 75.00000 600.00| | Foundation Backfill, Commercial | | | 0050 305A000 4714.000 CUYD| 10.00000 47140.00| | Borrow, Section 210, A-4 or Better, For | | | Miscellaneous Use | | | 0060 405A000 3626.000 GAL | 1.25000 4532.50| | Tack Coat | | | 0070 429A200 6647.000 TON | 43.04000 286086.88| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 429A203 150.000 TON | 75.00000 11250.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 429A206 1760.000 TON | 46.00000 80960.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 502A000 1554.000 LB | 5.00000 7770.00| | Steel Reinforcement | | | 0110 504G000 40.000 LF | 2000.00000 80000.00| | Steel Piling Encasement, Wet Condition | | | 0120 524B011 16.000 CUYD| 1250.00000 20000.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0130 600A000 LUMP| 44800.00000 44800.00| | Mobilization | | | 0140 610C001 1129.000 TON | 40.00000 45160.00| | Loose Riprap, Class 2 | | | 0150 610D000 642.000 SQYD| 8.00000 5136.00| | Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030627057 COUNTIES : SUMTER LETTING DATE : 06/27/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 630A001 125.000 LF | 15.00000 1875.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0170 630C070 8.000 EACH| 1150.00000 9200.00| | Guardrail End Anchor, Type 10 Series | | | 0180 652A054 9.000 ACRE| 600.00000 5400.00| | Seeding (Mix 2A) | | | 0190 656A000 9.000 ACRE| 600.00000 5400.00| | Mulching, Class A, Type 1 | | | 0200 665F000 100.000 EACH| 5.00000 500.00| | Hay Bales | | | 0210 665J000 320.000 LF | 5.00000 1600.00| | Silt Fence, Type A | | | 0220 701A004 19.000 MILE| 390.00000 7410.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0230 701A008 8.000 MILE| 185.00000 1480.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0240 701A012 17.000 MILE| 390.00000 6630.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0250 701C000 16.000 MILE| 440.00000 7040.00| | Broken Temporary Traffic Stripe | | | 0260 701C001 35.000 MILE| 490.00000 17150.00| | Solid Temporary Traffic Stripe | | | 0270 740B000 234.000 SQFT| 11.00000 2574.00| | Construction Signs | | | 0280 740E000 50.000 EACH| 5.00000 250.00| | Cones (36 Inches High) | | | 0290 740O000 1.000 EACH| 2500.00000 2500.00| | Pilot Car | | | SECTION TOTALS | $ 703,523.38| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 703,523.38| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20030627058 COUNTIES : CALHOUN LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-7430(600) for constructing the Planing, Resurfacing and Traffic Stripe STPOA-7435(600) at sites in Jacksonville on Church Street, Gadsden Road N.W. STPOA-7438(600) and Pennsylvania Avenue N.W. as indicated on the plans. Length 2.474 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 237,716.90 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 260,370.43 109.5296% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20030627058 COUNTIES : CALHOUN LETTING DATE : 06/27/03 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 9.000 EACH| 85.00000 765.00| 207.57000 1868.13| Mailbox Reset, Single | | | 0020 305A040 160.000 CUYD| 30.00000 4800.00| 45.02000 7203.20| Soil Aggregate, Section 823, 1.5" DEPTH | | | FOR MISC. USE | | | 0030 401B100 38120.000 SQYD| 0.55000 20966.00| 0.92000 35070.40| Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 60.000 GAL | 2.00000 120.00| 1.12000 67.20| Tack Coat | | | 0050 408A051 960.000 SQYD| 4.00000 3840.00| 5.32000 5107.20| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A052 330.000 SQYD| 2.00000 660.00| 5.32000 1755.60| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A053 3200.000 SQYD| 2.00000 6400.00| 5.32000 17024.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 429A221 3225.000 TON | 37.00000 119325.00| 36.88000 118938.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0090 429A226 35.000 TON | 50.00000 1750.00| 137.65000 4817.75| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0100 429B225 35.000 TON | 85.00000 2975.00| 140.52000 4918.20| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0110 600A000 LUMP| 32350.00000 32350.00| 27232.51000 27232.51| Mobilization | | | 0120 622A002 32.000 EACH| 300.00000 9600.00| 94.50000 3024.00| Manhole Covers Reset (Sanitary) | | | 0130 643B000 18.000 EACH| 101.00000 1818.00| 31.50000 567.00| Valve Boxes Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20030627058 COUNTIES : CALHOUN LETTING DATE : 06/27/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A028 3.000 MILE| 1350.00000 4050.00| 1417.50000 4252.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A048 6.000 MILE| 1575.00000 9450.00| 1653.75000 9922.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701C001 6.000 MILE| 750.00000 4500.00| 787.50000 4725.00| Solid Temporary Traffic Stripe | | | 0170 703A002 1056.000 SQFT| 2.50000 2640.00| 2.62000 2766.72| Traffic Control Markings, Class 2, Type | | | A | | | 0180 740B000 914.000 SQFT| 12.35000 11287.90| 8.08000 7385.12| Construction Signs | | | 0190 740E000 210.000 EACH| 1.00000 210.00| 10.92000 2293.20| Cones (36 Inches High) | | | 0200 740M001 210.000 EACH| 1.00000 210.00| 6.82000 1432.20| Ballast For Cone | | | SECTION TOTALS | $ 237,716.90| $ 260,370.43| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 237,716.90| $ 260,370.43| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20030627059 COUNTIES : CHAMBERS LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0900(221) for constructing the Bridge Replacement and Approaches on C.R.#1062 over Allen Creek northwest of Lafayette. Length - 0.274 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 515,054.00 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 578,744.00 112.3657% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20030627059 COUNTIES : CHAMBERS LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 47000.00000 47000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 6+30.41 | | | 0030 210A000 5038.000 CUYD| 8.00000 40304.00| 10.00000 50380.00| Unclassified Excavation | | | 0040 210D001 300.000 CUYD| 10.00000 3000.00| 13.00000 3900.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 231B001 290.000 TON | 25.00000 7250.00| 30.00000 8700.00| Roadbed Stabilizing Material, ALDOT #46 | | | 0060 502A000 5410.000 LB | 0.60000 3246.00| 0.80000 4328.00| Steel Reinforcement | | | 0070 502B000 LUMP| 24000.00000 24000.00| 20000.00000 20000.00| Steel Reinforcement For Bridge | | | Superstructure, STA 6+20, APPROXIMATELY | | | 31800 POUNDS | | | 0080 505G004 20.000 EACH| 80.00000 1600.00| 200.00000 4000.00| Pile Points (Type A, 14") | | | 0090 505M004 404.000 LF | 25.00000 10100.00| 35.00000 14140.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0100 508A000 3140.000 LB | 3.50000 10990.00| 3.00000 9420.00| Structural Steel | | | 0110 510A000 58.000 CUYD| 400.00000 23200.00| 600.00000 34800.00| Bridge Substructure Concrete, Class A | | | 0120 510C051 LUMP| 81200.00000 81200.00| 93000.00000 93000.00| Bridge Concrete Superstructure, STA | | | 6+20, APPROXIMATELY 136 CUBIC YARDS | | | 0130 510E000 352.000 SQYD| 7.00000 2464.00| 6.00000 2112.00| Grooving Concrete Bridge Decks | | | 0140 511A001 8.000 EACH| 120.00000 960.00| 300.00000 2400.00| Elastomeric Bearings, Type 2 | | | 0150 513B017 529.000 LF | 150.00000 79350.00| 205.00000 108445.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 059 -3 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20030627059 COUNTIES : CHAMBERS LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 19007 |( ) |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 40000.00000 40000.00| 65000.00000 65000.00| Mobilization | | | 0170 602A000 12.000 EACH| 100.00000 1200.00| 120.00000 1440.00| Right Of Way Markers | | | 0180 610C001 1869.000 TON | 30.00000 56070.00| 29.00000 54201.00| Loose Riprap, Class 2 | | | 0190 610D000 968.000 SQYD| 2.50000 2420.00| 2.00000 1936.00| Filter Blanket | | | 0200 630C003 4.000 EACH| 1150.00000 4600.00| 950.00000 3800.00| Guardrail End Anchor, Type 13 | | | 0210 630C070 4.000 EACH| 1210.00000 4840.00| 1200.00000 4800.00| Guardrail End Anchor, Type 10 Series | | | 0220 650A000 609.000 CUYD| 10.00000 6090.00| 11.00000 6699.00| Topsoil | | | 0230 652A056 2.000 ACRE| 800.00000 1600.00| 750.00000 1500.00| Seeding (Mix 2E) | | | 0240 656A000 2.000 ACRE| 800.00000 1600.00| 750.00000 1500.00| Mulching, Class A, Type 1 | | | 0250 665F000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| Hay Bales | | | 0260 665J000 580.000 LF | 7.00000 4060.00| 4.50000 2610.00| Silt Fence, Type A | | | 0270 680A000 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| Engineering Controls | | | 0280 740B000 201.000 SQFT| 10.00000 2010.00| 8.00000 1608.00| Construction Signs | | | 0290 740F002 12.000 EACH| 350.00000 4200.00| 160.00000 1920.00| Barricades, Type III | | | 0300 740I005 3.000 EACH| 400.00000 1200.00| 285.00000 855.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 515,054.00| $ 578,744.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 515,054.00| $ 578,744.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 070 -1 VENDOR RANKING CALL ORDER : 070 CONTRACT ID : 20030627070 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-058-025-001 for constructing the Intersection Improvements on S.R.#25 (U.S.#411) at Moody High School Road and Valley Haven Circle in Moody. Length 0.360 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 408,646.77 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 070 -2 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20030627070 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19007 |( ) |APAC-SOUTHEAST, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 16106.78000 16106.78| | Clearing & Grubbing (Approximately 4.0 | | | Acres) | | | 0020 206C010 135.000 SQYD| 21.96000 2964.60| | Removing Concrete Driveway | | | 0030 206D000 454.000 LF | 10.50000 4767.00| | Removing Pipe | | | 0040 206E000 2.000 EACH| 429.84000 859.68| | Removing Headwalls | | | 0050 210A000 932.000 CUYD| 11.29000 10522.28| | Unclassified Excavation | | | 0060 210D023 2490.000 CUYD| 10.75000 26767.50| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0070 214A000 135.000 CUYD| 19.59000 2644.65| | Structure Excavation | | | 0080 214B001 20.000 CUYD| 13.06000 261.20| | Foundation Backfill, Commercial | | | 0090 230A000 28.000 RBST| 312.03000 8736.84| | Roadbed Processing | | | 0100 305B061 250.000 TON | 25.71000 6427.50| | Coarse Aggregate, Section 801, For | | | Miscellaneous Use, ALDOT #57, | | | 0110 405A000 552.000 GAL | 1.46000 805.92| | Tack Coat | | | 0120 424A361 925.000 TON | 44.10000 40792.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424B652 675.000 TON | 45.00000 30375.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0140 424B656 20.000 TON | 104.38000 2087.60| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 070 -3 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20030627070 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19007 |( ) |APAC-SOUTHEAST, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B682 461.000 TON | 50.22000 23151.42| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0160 424C361 461.000 TON | 48.37000 22298.57| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 430B000 200.000 TON | 27.33000 5466.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 530B007 170.000 LF | 141.21000 24005.70| | 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0190 535A085 225.000 LF | 33.63000 7566.75| | 24" Side Drain Pipe (Class 3 R.C.) | | | 0200 600A000 LUMP| 35677.33000 35677.33| | Mobilization | | | 0210 602A000 4.000 EACH| 256.62000 1026.48| | Right Of Way Markers | | | 0220 602C000 4.000 EACH| 256.62000 1026.48| | Permanent Easement Marker | | | 0230 610C001 435.000 TON | 25.43000 11062.05| | Loose Riprap, Class 2 | | | 0240 610D000 325.000 SQYD| 5.95000 1933.75| | Filter Blanket | | | 0250 618B002 135.000 SQYD| 41.27000 5571.45| | Concrete Driveway, 6" Thick | | | 0260 619A102 18.000 EACH| 339.65000 6113.70| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 619B072 4.000 EACH| 2488.40000 9953.60| | 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0280 650A000 448.000 CUYD| 19.92000 8924.16| | Topsoil | | | 0290 652A050 4.000 ACRE| 735.00000 2940.00| | Seeding (Mix 1A) | | | 0300 656A000 4.000 ACRE| 525.00000 2100.00| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 070 -4 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20030627070 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19007 |( ) |APAC-SOUTHEAST, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 665A000 4.000 ACRE| 420.00000 1680.00| | Temporary Seeding | | | 0320 665B000 4.000 ACRE| 420.00000 1680.00| | Temporary Mulching | | | 0330 665F000 205.000 EACH| 12.92000 2648.60| | Hay Bales | | | 0340 665I000 20.000 TON | 28.89000 577.80| | Temporary Riprap, Class 2 | | | 0350 665J000 3664.000 LF | 3.83000 14033.12| | Silt Fence, Type A | | | 0360 665K000 30.000 CUYD| 18.11000 543.30| | Drainage Sump Excavation | | | 0370 701C001 2.000 MILE| 787.50000 1575.00| | Solid Temporary Traffic Stripe | | | 0380 701D007 1.000 MILE| 1680.00000 1680.00| | Solid Traffic Stripe Removed (Paint) | | | 0390 701D008 2.000 MILE| 1785.00000 3570.00| | Solid Traffic Stripe Removed (Plastic) | | | 0400 702A041 1.000 MILE| 5250.00000 5250.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0410 702A043 2.000 MILE| 5250.00000 10500.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0420 702B011 671.000 LF | 2.21000 1482.91| | Dotted Profiled Traffic Stripe (6" Wide | | | 0430 703A002 1694.000 SQFT| 2.63000 4455.22| | Traffic Control Markings, Class 2, Type | | | A | | | 0440 703B002 68.000 SQFT| 3.68000 250.24| | Traffic Control Legends, Class 2, Type | | | 0450 703D001 60.000 SQFT| 1.37000 82.20| | Temporary Traffic Control Markings | | | 0460 705A023 305.000 EACH| 5.25000 1601.25| | Pavement Markers, Class C, Type 2-D | | | 0470 705A030 31.000 EACH| 6.04000 187.24| | Pavement Markers, Class A-H, Type 2-C | | | 0480 705A032 445.000 EACH| 6.04000 2687.80| | Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 070 -5 TABULATION OF BIDS CALL ORDER : 070 CONTRACT ID : 20030627070 COUNTIES : ST. CLAIR LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19007 |( ) |APAC-SOUTHEAST, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 705A037 42.000 EACH| 6.04000 253.68| | Pavement Markers, Class A-H, Type 2-D | | | 0500 705A038 221.000 EACH| 6.04000 1334.84| | Pavement Markers, Class A-H, Type 2-E | | | 0510 730C000 LUMP| 2310.00000 2310.00| | Furnishing And Installing Traffic | | | Control Unit (U.S.-411 At Moody High | | | School Entrance) | | | 0520 730E000 2.000 EACH| 1050.00000 2100.00| | Metal Traffic Signal Pole Foundation | | | 0530 730G001 2.000 EACH| 2310.00000 4620.00| | Metal Traffic Signal Strain Pole | | | 0535 730L002 75.000 LF | 5.25000 393.75| | 1", Metallic, Conduit | | | 0540 730P021 3.000 EACH| 488.25000 1464.75| | Vehicular Signal Head, 12 Inch, 2 | | | Section, Type LED | | | 0550 730T000 1.000 EACH| 420.00000 420.00| | Wood Pole | | | 0560 740B000 545.000 SQFT| 7.99000 4354.55| | Construction Signs | | | 0570 740D000 135.000 EACH| 79.88000 10783.80| | Channelizing Drums | | | 0580 740E000 35.000 EACH| 15.21000 532.35| | Cones (36 Inches High) | | | 0590 740F002 7.000 EACH| 171.15000 1198.05| | Barricades, Type III | | | 0600 740I005 6.000 EACH| 165.38000 992.28| | Warning Lights, Type B (Detachable Head | | | 0610 740M001 35.000 EACH| 0.13000 4.55| | Ballast For Cone | | | 0620 740Q000 100.000 LF | 4.63000 463.00| | Construction Safety Fence | | | SECTION TOTALS | $ 408,646.77| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 408,646.77| $ 578,744.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 071 -1 VENDOR RANKING CALL ORDER : 071 CONTRACT ID : 20030627071 COUNTIES : DEKALB LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-253-007-304 for constructing the Resurfacing and Traffic Stripe on S.R.#7 (U.S.#11) from the north city limits of Fort Payne to the Georgia state line. Length - 14.020 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23018 CHARLES E. WATTS, INC. $ 568,722.50 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 071 -2 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20030627071 COUNTIES : DEKALB LETTING DATE : 06/27/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23018 |( 2 ) 19007 |( ) |CHARLES E. WATTS, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 404G000 197450.000 SQYD| 1.97000 388976.50| | Pavement Surfacing Macro-Surfacing | | | 0020 600A000 LUMP| 48000.00000 48000.00| | Mobilization | | | 0030 701A028 29.000 MILE| 1500.00000 43500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0040 701A046 14.000 MILE| 1100.00000 15400.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0050 701A048 11.000 MILE| 1700.00000 18700.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0060 701C000 11.000 MILE| 550.00000 6050.00| | Broken Temporary Traffic Stripe | | | 0070 701C001 43.000 MILE| 680.00000 29240.00| | Solid Temporary Traffic Stripe | | | 0080 703A002 115.000 SQFT| 3.00000 345.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0090 705A032 425.000 EACH| 7.00000 2975.00| | Pavement Markers, Class A-H, Type 1-B | | | 0100 705A037 1185.000 EACH| 7.00000 8295.00| | Pavement Markers, Class A-H, Type 2-D | | | 0110 740B000 372.000 SQFT| 9.25000 3441.00| | Construction Signs | | | 0120 740E000 200.000 EACH| 12.00000 2400.00| | Cones (36 Inches High) | | | 0130 740M001 200.000 EACH| 7.00000 1400.00| | Ballast For Cone | | | SECTION TOTALS | $ 568,722.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 568,722.50| $ 578,744.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 072 -1 VENDOR RANKING CALL ORDER : 072 CONTRACT ID : 20030627072 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-302-402-101-302 for constructing the Resurfacing and Traffic Stripe on S.R.#101 from MP24.345 to MP24.780 in the Joe Wheeler State Park. Length - 0.435 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 109,461.19 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 130,956.84 119.6377% 3 18031 ROGERS GROUP, INC. $ 148,237.00 135.4243% 4 19074 S & M EQUIPMENT CO., INC. $ 151,349.82 138.2680% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 072 -2 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030627072 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 18031 |SHELBY CONTRACTING CO., INC |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 206D001 125.000 LF | 1.50000 187.50| 1.53000 191.25| 1.50000 187.50 Removing Guardrail | | | 0020 206E019 2.000 EACH| 95.00000 190.00| 96.90000 193.80| 95.00000 190.00 Removing Guardrail End Anchor (Type 10) | | | 0030 305B060 304.000 TON | 12.72000 3866.88| 20.64000 6274.56| 12.00000 3648.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0040 405A000 675.000 GAL | 0.90000 607.50| 1.08000 729.00| 2.00000 1350.00 Tack Coat | | | 0050 424A360 489.000 TON | 39.76000 19442.64| 46.37000 22674.93| 40.00000 19560.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B651 977.000 TON | 31.71000 30980.67| 34.40000 33608.80| 39.00000 38103.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B655 50.000 TON | 31.71000 1585.50| 49.70000 2485.00| 40.00000 2000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 600.000 TON | 31.71000 19026.00| 43.48000 26088.00| 39.00000 23400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 1200.000 LF | 3.50000 4200.00| 5.02000 6024.00| 0.50000 600.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 9000.00000 9000.00| 8307.89000 8307.89| 30000.00000 30000.00 Mobilization | | | 0110 630A001 125.000 LF | 12.50000 1562.50| 12.75000 1593.75| 12.50000 1562.50 Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C070 2.000 EACH| 1225.00000 2450.00| 1249.50000 2499.00| 1225.00000 2450.00 Guardrail End Anchor, Type 10 Series | | | 0130 680A000 LUMP| 560.00000 560.00| 1718.78000 1718.78| 1000.00000 1000.00 Engineering Controls | | | 0140 701C001 5.000 MILE| 450.00000 2250.00| 459.00000 2295.00| 490.00000 2450.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 072 -3 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030627072 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 18031 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A041 1.000 MILE| 4500.00000 4500.00| 4284.00000 4284.00| 5000.00000 5000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 1.000 MILE| 4500.00000 4500.00| 4284.00000 4284.00| 5000.00000 5000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 150.000 LF | 2.00000 300.00| 2.04000 306.00| 2.50000 375.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 464.000 SQFT| 5.00000 2320.00| 3.57000 1656.48| 5.00000 2320.00 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703D001 240.000 SQFT| 1.50000 360.00| 1.53000 367.20| 1.50000 360.00 Temporary Traffic Control Markings | | | 0200 705A037 58.000 EACH| 6.00000 348.00| 6.12000 354.96| 10.00000 580.00 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 362.000 SQFT| 2.00000 724.00| 7.76000 2809.12| 10.00000 3620.00 Construction Signs | | | 0220 740D000 50.000 EACH| 0.00000 0.00| 32.13000 1606.50| 30.00000 1500.00 Channelizing Drums | | | 0230 740E000 50.000 EACH| 0.00000 0.00| 5.73000 286.50| 5.00000 250.00 Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 0.00000 0.00| 3.82000 191.00| 3.00000 150.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 500.00000 500.00| 127.32000 127.32| 2581.00000 2581.00 Pilot Car | | | SECTION TOTALS | $ 109,461.19| $ 130,956.84| $ 148,237.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 109,461.19| $ 130,956.84| $ 148,237.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 072 -4 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030627072 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D001 125.000 LF | 1.73000 216.25| | Removing Guardrail | | | 0020 206E019 2.000 EACH| 109.25000 218.50| | Removing Guardrail End Anchor (Type 10) | | | 0030 305B060 304.000 TON | 16.00000 4864.00| | Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0040 405A000 675.000 GAL | 1.25000 843.75| | Tack Coat | | | 0050 424A360 489.000 TON | 39.00000 19071.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B651 977.000 TON | 31.00000 30287.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B655 50.000 TON | 48.00000 2400.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 600.000 TON | 42.00000 25200.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 1200.000 LF | 3.75000 4500.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 27500.00000 27500.00| | Mobilization | | | 0110 630A001 125.000 LF | 14.38000 1797.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C070 2.000 EACH| 1408.75000 2817.50| | Guardrail End Anchor, Type 10 Series | | | 0130 680A000 LUMP| 8000.00000 8000.00| | Engineering Controls | | | 0140 701C001 5.000 MILE| 495.00000 2475.00| | Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 072 -5 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20030627072 COUNTIES : LAWRENCE LETTING DATE : 06/27/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( ) |( ) |S & M EQUIPMENT CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A041 1.000 MILE| 4950.00000 4950.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 1.000 MILE| 4950.00000 4950.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 150.000 LF | 1.52000 228.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 464.000 SQFT| 2.53000 1173.92| | Traffic Control Markings, Class 2, Type | | | A | | | 0190 703D001 240.000 SQFT| 0.64000 153.60| | Temporary Traffic Control Markings | | | 0200 705A037 58.000 EACH| 6.60000 382.80| | Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 362.000 SQFT| 8.00000 2896.00| | Construction Signs | | | 0220 740D000 50.000 EACH| 55.00000 2750.00| | Channelizing Drums | | | 0230 740E000 50.000 EACH| 11.50000 575.00| | Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 7.00000 350.00| | Ballast For Cone | | | 0250 740O000 1.000 EACH| 2750.00000 2750.00| | Pilot Car | | | SECTION TOTALS | $ 151,349.82| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 151,349.82| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 073 -1 VENDOR RANKING CALL ORDER : 073 CONTRACT ID : 20030627073 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-371-004-305 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#4 (U.S.#78) from the intersection of 5th Avenue and Crestwood Boulevard in Avondale to 19th Street South in Irondale. Length - 3.440 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,041,696.32 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,084,838.47 104.1415% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,103,516.71 105.9346% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 073 -2 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030627073 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B113 134334.000 SQYD| 0.74000 99407.16| 0.84000 112840.56| 0.72160 96935.41 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0020 405A000 4654.000 GAL | 1.41000 6562.14| 0.92000 4281.68| 0.10000 465.40 Tack Coat | | | 0030 408A052 155081.000 SQYD| 0.48000 74438.88| 0.86000 133369.66| 0.93000 144225.33 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 12167.000 TON | 38.34000 466482.78| 34.95000 425236.65| 35.34000 429981.78 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A367 500.000 TON | 40.80000 20400.00| 39.74000 19870.00| 40.00000 20000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A370 629.000 TON | 44.56000 28028.24| 46.87000 29481.23| 55.00000 34595.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B656 1000.000 TON | 80.62000 80620.00| 50.14000 50140.00| 20.00000 20000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 22042.00000 22042.00| 35753.74000 35753.74| 83460.00000 83460.00 Mobilization | | | 0090 665F000 50.000 EACH| 13.27000 663.50| 6.16000 308.00| 1.00000 50.00 Hay Bales | | | 0100 665J000 150.000 LF | 5.04000 756.00| 6.16000 924.00| 1.00000 150.00 Silt Fence, Type A | | | 0110 701C000 17.000 MILE| 463.50000 7879.50| 526.41000 8948.97| 454.50000 7726.50 Broken Temporary Traffic Stripe | | | 0120 701C001 1.000 MILE| 566.50000 566.50| 643.39000 643.39| 555.50000 555.50 Solid Temporary Traffic Stripe | | | 0130 702A040 8.000 MILE| 2054.85000 16438.80| 2333.75000 18670.00| 2014.95000 16119.60 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 073 -3 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030627073 COUNTIES : JEFFERSON LETTING DATE : 06/27/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 702A041 7.000 MILE| 4223.00000 29561.00| 4796.19000 33573.33| 4141.00000 28987.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A043 7.000 MILE| 4223.00000 29561.00| 4796.19000 33573.33| 4141.00000 28987.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702B011 11305.000 LF | 2.16000 24418.80| 2.46000 27810.30| 2.12000 23966.60 Dotted Profiled Traffic Stripe (6" Wide | | | 0170 703A002 8391.000 SQFT| 2.58000 21648.78| 2.93000 24585.63| 2.53000 21229.23 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 2017.000 SQFT| 3.61000 7281.37| 4.10000 8269.70| 3.54000 7140.18 Traffic Control Legends, Class 2, Type | | | 0190 703D001 8490.000 SQFT| 1.34000 11376.60| 1.53000 12989.70| 1.31000 11121.90 Temporary Traffic Control Markings | | | 0200 705A030 64.000 EACH| 5.92000 378.88| 6.72000 430.08| 5.81000 371.84 Pavement Markers, Class A-H, Type 2-C | | | 0210 705A031 673.000 EACH| 5.92000 3984.16| 6.72000 4522.56| 5.81000 3910.13 Pavement Markers, Class A-H, Type 1-A | | | 0220 705A037 187.000 EACH| 5.92000 1107.04| 6.72000 1256.64| 5.81000 1086.47 Pavement Markers, Class A-H, Type 2-D | | | 0230 730H001 28833.000 LF | 2.32000 66892.56| 2.62000 75542.46| 3.50000 100915.50 Loop Wire | | | 0240 730I001 2350.000 LF | 1.03000 2420.50| 1.17000 2749.50| 1.00000 2350.00 Loop Detector Lead-In-Cable | | | 0250 740B000 680.000 SQFT| 7.84000 5331.20| 8.93000 6072.40| 7.69000 5229.20 Construction Signs | | | 0260 740C000 64.000 SQFT| 8.12000 519.68| 9.85000 630.40| 7.69000 492.16 Special Construction Signs | | | 0270 740D000 106.000 EACH| 64.89000 6878.34| 67.73000 7179.38| 55.12000 5842.72 Channelizing Drums | | | 0280 740E000 219.000 EACH| 14.73000 3225.87| 17.85000 3909.15| 10.18000 2229.42 Cones (36 Inches High) | | | 0290 740M001 219.000 EACH| 0.06000 13.14| 3.69000 808.11| 6.36000 1392.84 Ballast For Cone | | | 0300 741C010 2.000 EACH| 1405.95000 2811.90| 233.96000 467.92| 2000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,041,696.32| $ 1,084,838.47| $ 1,103,516.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,041,696.32| $ 1,084,838.47| $ 1,103,516.71 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 074 -1 VENDOR RANKING CALL ORDER : 074 CONTRACT ID : 20030627074 COUNTIES : CLAY CLEBURNE LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-304-144-281-301 for constructing the Resurfacing and Traffic Stripe on 99-304-154-281-301 S.R.#281 from National Forest Road (MP 470.762) to C.R.#24 (MP 487.282) southwest of Heflin. Length 16.520 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23018 CHARLES E. WATTS, INC. $ 899,869.70 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 993,829.78 110.4415% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 074 -2 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030627074 COUNTIES : CLAY CLEBURNE LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23018 |( 2 ) 13022 |( ) |CHARLES E. WATTS, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 83825.000 SQYD| 0.62000 51971.50| 0.62000 51971.50| Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 404G000 133649.000 SQYD| 2.05000 273980.45| 2.72000 363525.28| Pavement Surfacing Macro-Surfacing | | | 0030 405A000 550.000 GAL | 1.10000 605.00| 1.50000 825.00| Tack Coat | | | 0040 407A000 385.000 GAL | 17.50000 6737.50| 12.00000 4620.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A051 972.000 SQYD| 10.00000 9720.00| 3.00000 2916.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 424A341 6980.000 TON | 42.00000 293160.00| 39.00000 272220.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424A346 300.000 TON | 49.00000 14700.00| 43.00000 12900.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424A350 100.000 TON | 60.00000 6000.00| 65.00000 6500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B640 500.000 TON | 61.00000 30500.00| 70.00000 35000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 600A000 LUMP| 44000.00000 44000.00| 86000.00000 86000.00| Mobilization | | | 0110 650A000 800.000 CUYD| 24.00000 19200.00| 18.00000 14400.00| Topsoil | | | 0120 701A028 34.000 MILE| 1500.00000 51000.00| 1375.00000 46750.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 6.000 MILE| 1000.00000 6000.00| 950.00000 5700.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 074 -3 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030627074 COUNTIES : CLAY CLEBURNE LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23018 |( 2 ) 13022 |( ) |CHARLES E. WATTS, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A048 28.000 MILE| 1700.00000 47600.00| 1590.00000 44520.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701B009 475.000 LF | 1.75000 831.25| 1.00000 475.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C002 9.000 MILE| 500.00000 4500.00| 440.00000 3960.00| Broken Temporary Traffic Stripe (Paint) | | | 0170 701C003 39.000 MILE| 550.00000 21450.00| 520.00000 20280.00| Solid Temporary Traffic Stripe (Paint) | | | 0180 703A002 662.000 SQFT| 3.00000 1986.00| 2.50000 1655.00| Traffic Control Markings, Class 2, Type | | | A | | | 0190 703D001 200.000 SQFT| 2.00000 400.00| 1.50000 300.00| Temporary Traffic Control Markings | | | 0200 740B000 1191.000 SQFT| 8.00000 9528.00| 12.00000 14292.00| Construction Signs | | | 0210 740O000 2.000 EACH| 3000.00000 6000.00| 2510.00000 5020.00| Pilot Car | | | SECTION TOTALS | $ 899,869.70| $ 993,829.78| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 899,869.70| $ 993,829.78| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 075 -1 VENDOR RANKING CALL ORDER : 075 CONTRACT ID : 20030627075 COUNTIES : TALLAPOOSA LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-304-621-014-301 for constructing the Resurfacing and Traffic Stripe on S.R.#14 from East Tallassee (MP 196.14) to the Macon County line. Length 2.700 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 214,953.45 100.0000% 2 05002 EAST ALABAMA PAVING COMPANY, INC. $ 216,063.30 100.5163% 3 01087 APAC-SOUTHEAST, INC. $ 222,056.70 103.3046% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 259,814.43 120.8701% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 075 -2 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030627075 COUNTIES : TALLAPOOSA LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 05002 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |EAST ALABAMA PAVING CO., IN |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 12.000 EACH| 150.00000 1800.00| 75.00000 900.00| 220.00000 2640.00 Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 200.00000 200.00| 100.00000 100.00| 505.00000 505.00 Mailbox Reset, Double | | | 0030 401B100 38990.000 SQYD| 0.53000 20664.70| 0.57000 22224.30| 0.55000 21444.50 Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 675.000 GAL | 1.65000 1113.75| 0.00000 0.00| 0.95000 641.25 Tack Coat | | | 0050 408A051 1026.000 SQYD| 3.75000 3847.50| 5.50000 5643.00| 4.70000 4822.20 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 424A361 3325.000 TON | 29.35000 97588.75| 36.56000 121562.00| 32.85000 109226.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 450.000 TON | 35.25000 15862.50| 38.94000 17523.00| 40.00000 18000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A370 175.000 TON | 45.00000 7875.00| 36.56000 6398.00| 57.00000 9975.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 80.00000 8000.00| 0.00000 0.00| 110.00000 11000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B043 450.000 TON | 20.00000 9000.00| 15.00000 6750.00| 29.90000 13455.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0110 600A000 LUMP| 21000.00000 21000.00| 5500.00000 5500.00| 3000.00000 3000.00 Mobilization | | | 0120 701A028 6.000 MILE| 1390.00000 8340.00| 1450.00000 8700.00| 1300.00000 7800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 2.000 MILE| 900.00000 1800.00| 1150.00000 2300.00| 1150.00000 2300.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 075 -3 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030627075 COUNTIES : TALLAPOOSA LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 05002 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A048 4.000 MILE| 1620.00000 6480.00| 1550.00000 6200.00| 1600.00000 6400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701B009 200.000 LF | 0.80000 160.00| 0.80000 160.00| 1.40000 280.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 4.000 MILE| 390.00000 1560.00| 300.00000 1200.00| 280.00000 1120.00 Broken Temporary Traffic Stripe | | | 0170 701C001 8.000 MILE| 480.00000 3840.00| 400.00000 3200.00| 360.00000 2880.00 Solid Temporary Traffic Stripe | | | 0180 703A002 520.000 SQFT| 2.50000 1300.00| 2.80000 1456.00| 2.40000 1248.00 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 90.000 SQFT| 3.50000 315.00| 3.50000 315.00| 2.90000 261.00 Traffic Control Legends, Class 2, Type | | | 0200 703D001 260.000 SQFT| 1.30000 338.00| 1.70000 442.00| 1.60000 416.00 Temporary Traffic Control Markings | | | 0210 740B000 499.000 SQFT| 6.75000 3368.25| 10.00000 4990.00| 7.50000 3742.50 Construction Signs | | | 0220 740O000 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 900.00000 900.00 Pilot Car | | | SECTION TOTALS | $ 214,953.45| $ 216,063.30| $ 222,056.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 214,953.45| $ 216,063.30| $ 222,056.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 075 -4 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030627075 COUNTIES : TALLAPOOSA LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |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 12.000 EACH| 120.43000 1445.16| | Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 293.27000 293.27| | Mailbox Reset, Double | | | 0030 401B100 38990.000 SQYD| 0.80000 31192.00| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 675.000 GAL | 1.02000 688.50| | Tack Coat | | | 0050 408A051 1026.000 SQYD| 3.62000 3714.12| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 424A361 3325.000 TON | 40.68000 135261.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 450.000 TON | 44.94000 20223.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A370 175.000 TON | 46.54000 8144.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 100.000 TON | 61.63000 6163.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B043 450.000 TON | 21.72000 9774.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0110 600A000 LUMP| 5416.57000 5416.57| | Mobilization | | | 0120 701A028 6.000 MILE| 1864.11000 11184.66| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 2.000 MILE| 1478.43000 2956.86| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 075 -5 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030627075 COUNTIES : TALLAPOOSA LETTING DATE : 06/27/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A048 4.000 MILE| 1992.67000 7970.68| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701B009 200.000 LF | 1.03000 206.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 4.000 MILE| 385.68000 1542.72| | Broken Temporary Traffic Stripe | | | 0170 701C001 8.000 MILE| 514.24000 4113.92| | Solid Temporary Traffic Stripe | | | 0180 703A002 520.000 SQFT| 3.60000 1872.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 90.000 SQFT| 4.50000 405.00| | Traffic Control Legends, Class 2, Type | | | 0200 703D001 260.000 SQFT| 2.19000 569.40| | Temporary Traffic Control Markings | | | 0210 740B000 499.000 SQFT| 9.52000 4750.48| | Construction Signs | | | 0220 740O000 1.000 EACH| 1927.59000 1927.59| | Pilot Car | | | SECTION TOTALS | $ 259,814.43| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 259,814.43| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 076 -1 VENDOR RANKING CALL ORDER : 076 CONTRACT ID : 20030627076 COUNTIES : PERRY LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-305-535-183-301 for constructing the Widening, Resurfacing and Traffic Stripe on S.R.#183 from S.R.#14 at Sprott to Caffe Creek (MP 34.920). Length 9.207 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 1,293,071.28 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,310,910.10 101.3796% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 076 -2 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20030627076 COUNTIES : PERRY LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E027 15.000 EACH| 100.00000 1500.00| 90.00000 1350.00| Removing Guardrail End Anchor (Type 10 | | | Series) | | | 0020 210D001 3331.000 CUYD| 9.75000 32477.25| 9.00000 29979.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 305B060 1000.000 TON | 31.40000 31400.00| 22.50000 22500.00| Crushed Aggregate, Section 825, 1" DOWN | | | 0040 401A006 126049.000 SQYD| 0.84000 105881.16| 0.80000 100839.20| Bituminous Treatment G | | | 0050 405A000 1000.000 GAL | 1.00000 1000.00| 1.20000 1200.00| Tack Coat | | | 0060 424A341 10453.000 TON | 39.25000 410280.25| 43.26000 452196.78| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424A344 500.000 TON | 55.00000 27500.00| 65.00000 32500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424A347 1500.000 TON | 41.60000 62400.00| 47.50000 71250.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424A350 1898.000 TON | 43.25000 82088.50| 54.00000 102492.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 424B640 500.000 TON | 54.50000 27250.00| 65.00000 32500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424C345 500.000 TON | 54.50000 27250.00| 65.00000 32500.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0120 424C351 5240.000 TON | 41.25000 216150.00| 44.38000 232551.20| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 076 -3 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20030627076 COUNTIES : PERRY LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 132500.00000 132500.00| 68000.00000 68000.00| Mobilization | | | 0140 630A001 913.000 LF | 10.25000 9358.25| 12.85000 11732.05| Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C070 15.000 EACH| 1200.00000 18000.00| 1210.00000 18150.00| Guardrail End Anchor, Type 10 Series | | | 0160 651B000 16.000 TON | 100.00000 1600.00| 150.00000 2400.00| Agricultural Limestone | | | 0170 651C000 6.000 TON | 650.00000 3900.00| 450.00000 2700.00| 8-8-8 Commercial Fertilizer | | | 0180 652A054 8.000 ACRE| 500.00000 4000.00| 600.00000 4800.00| Seeding (Mix 2A) | | | 0190 656A000 8.000 ACRE| 500.00000 4000.00| 600.00000 4800.00| Mulching, Class A, Type 1 | | | 0200 665F000 250.000 EACH| 8.00000 2000.00| 5.00000 1250.00| Hay Bales | | | 0210 665J000 2500.000 LF | 5.75000 14375.00| 5.00000 12500.00| Silt Fence, Type A | | | 0220 665K000 1240.000 CUYD| 21.75000 26970.00| 20.00000 24800.00| Drainage Sump Excavation | | | 0230 701A006 18.000 MILE| 490.00000 8820.00| 490.00000 8820.00| Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701A010 6.000 MILE| 290.00000 1740.00| 290.00000 1740.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701A014 11.000 MILE| 490.00000 5390.00| 490.00000 5390.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701C000 6.000 MILE| 440.00000 2640.00| 440.00000 2640.00| Broken Temporary Traffic Stripe | | | 0270 701C001 11.000 MILE| 490.00000 5390.00| 490.00000 5390.00| Solid Temporary Traffic Stripe | | | 0280 701G125 1232.000 LF | 3.69000 4546.08| 3.69000 4546.08| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 701G129 400.000 LF | 2.00000 800.00| 2.00000 800.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 076 -4 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20030627076 COUNTIES : PERRY LETTING DATE : 06/27/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701G133 752.000 LF | 4.02000 3023.04| 4.02000 3023.04| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0310 701H000 1984.000 LF | 0.75000 1488.00| 0.75000 1488.00| Solid Traffic Stripe Removed (Paint) | | | 0320 701H005 400.000 LF | 0.75000 300.00| 0.75000 300.00| Broken Traffic Stripe Removed (Paint) | | | 0330 703A000 360.000 SQFT| 1.50000 540.00| 1.50000 540.00| Traffic Control Markings, Class 1, Type | | | A | | | 0340 703D002 360.000 SQFT| 1.30000 468.00| 1.30000 468.00| Temporary Traffic Control Markings | | | (Paint) | | | 0350 705A032 373.000 EACH| 5.75000 2144.75| 5.75000 2144.75| Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 696.000 EACH| 5.75000 4002.00| 5.75000 4002.00| Pavement Markers, Class A-H, Type 2-D | | | 0370 740B000 516.000 SQFT| 14.00000 7224.00| 8.00000 4128.00| Construction Signs | | | 0380 740O000 1.000 EACH| 2675.00000 2675.00| 2500.00000 2500.00| Pilot Car | | | SECTION TOTALS | $ 1,293,071.28| $ 1,310,910.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,293,071.28| $ 1,310,910.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 078 -1 VENDOR RANKING CALL ORDER : 078 CONTRACT ID : 20030627078 COUNTIES : BALDWIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : 99-509-999-990-306 for constructing the Bridge Coating at various locations as indicated in the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04055 3-D'S BRIDGE PAINTING CORP. $ 177,872.00 100.0000% 2 19087 S & D INDUSTRIAL PAINTING, INC. $ 208,456.72 117.1948% 3 13084 M.B.E., INC. $ 377,922.00 212.4685% 4 16052 POSEIDON CONSTRUCTION, INC. $ 378,653.00 212.8795% 5 16046 P & H STUCCO & CONSTRUCTION, INC. $ 398,993.52 224.3150% 6 13090 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 463,040.80 260.3225% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 078 -2 TABULATION OF BIDS CALL ORDER : 078 CONTRACT ID : 20030627078 COUNTIES : BALDWIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 04055 |( 2 ) 19087 |( 3 ) 13084 |3-D's BRIDGE PAINTING CORP. |S & D INDUSTRIAL PAINTING, |M.B.E., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 521B001 LUMP| 45400.00000 45400.00| 61000.00000 61000.00| 102100.00000 102100.00 Coating Existing Bridge At MP 27.567 | | | 0020 521B002 LUMP| 45400.00000 45400.00| 61000.00000 61000.00| 102100.00000 102100.00 Coating Existing Bridge At MP 27.567 | | | 0030 521B003 LUMP| 72900.00000 72900.00| 75400.00000 75400.00| 151600.00000 151600.00 Coating Existing Bridge At MP 44.292 | | | 0040 600A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 20000.00000 20000.00 Mobilization | | | 0050 740B000 672.000 SQFT| 1.00000 672.00| 0.01000 6.72| 1.00000 672.00 Construction Signs | | | 0060 740D000 50.000 EACH| 10.00000 500.00| 1.00000 50.00| 1.00000 50.00 Channelizing Drums | | | 0070 741C010 2.000 EACH| 500.00000 1000.00| 250.00000 500.00| 300.00000 600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0080 742A001 2.000 EACH| 1000.00000 2000.00| 250.00000 500.00| 400.00000 800.00 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 177,872.00| $ 208,456.72| $ 377,922.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 177,872.00| $ 208,456.72| $ 377,922.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/30/03 PAGE : 078 -3 TABULATION OF BIDS CALL ORDER : 078 CONTRACT ID : 20030627078 COUNTIES : BALDWIN LETTING DATE : 06/27/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 16052 |( 5 ) 16046 |( 6 ) 13090 |POSEIDON CONSTRUCTION, INC. |P & H STUCCO & CONSTRUCTION |M&J CONSTRUCTION CO. OF PINELLA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 521B001 LUMP| 103376.00000 103376.00| 110650.00000 110650.00| 118500.00000 118500.00 Coating Existing Bridge At MP 27.567 | | | 0020 521B002 LUMP| 103376.00000 103376.00| 110650.00000 110650.00| 118500.00000 118500.00 Coating Existing Bridge At MP 27.567 | | | 0030 521B003 LUMP| 150879.00000 150879.00| 161000.00000 161000.00| 180000.00000 180000.00 Coating Existing Bridge At MP 44.292 | | | 0040 600A000 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 25000.00000 25000.00 Mobilization | | | 0050 740B000 672.000 SQFT| 1.00000 672.00| 1.41000 947.52| 11.40000 7660.80 Construction Signs | | | 0060 740D000 50.000 EACH| 1.00000 50.00| 24.92000 1246.00| 66.00000 3300.00 Channelizing Drums | | | 0070 741C010 2.000 EACH| 50.00000 100.00| 1000.00000 2000.00| 1440.00000 2880.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0080 742A001 2.000 EACH| 100.00000 200.00| 1250.00000 2500.00| 3600.00000 7200.00 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 378,653.00| $ 398,993.52| $ 463,040.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 378,653.00| $ 398,993.52| $ 463,040.80 ====================================================================================================================================