ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20060929002 COUNTIES : SHELBY LETTING DATE : 09/29/06 10:00 AM DIVISION : 03 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EBF-0038(516) for constructing the Planing, Resurfacing and Traffic Stripe on SR-38 (US-280) from the west end of the Cahaba River bridge to just east of Hugh Daniel Drive in Hoover. Length 3.178 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 3,404,058.25 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 3,414,560.03 100.3085% 3 01087 APAC-SOUTHEAST, INC. $ 3,990,097.63 117.2159% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060929002 COUNTIES : SHELBY LETTING DATE : 09/29/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING 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 2575.000 LF | 1.22000 3141.50| 1.17000 3012.75| 1.12000 2884.00 Removing Guardrail | | | 0020 206E008 10.000 EACH| 110.48000 1104.80| 106.00000 1060.00| 102.00000 1020.00 Removing Guardrail End Anchor (All Type | | | 0030 210D001 800.000 CUYD| 21.22000 16976.00| 30.00000 24000.00| 25.00000 20000.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 405A000 6679.000 GAL | 2.16000 14426.64| 2.20000 14693.80| 1.67000 11153.93 Tack Coat | | | 0050 407A000 1229.000 GAL | 21.83000 26829.07| 30.00000 36870.00| 44.64000 54862.56 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0060 408A052 222587.000 SQYD| 0.90000 200328.30| 1.02000 227038.74| 1.37000 304944.19 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 410H000 1.000 EACH| 51345.88000 51345.88| 50000.00000 50000.00| 127700.00000 127700.00 Material Remixing Device | | | 0080 420A015 10017.000 TON | 84.65000 847939.05| 84.80000 849441.60| 96.00000 961632.00 Polymer Modified Open Graded Friction | | | Course | | | 0090 423A002 18346.000 TON | 70.81000 1299080.26| 69.44000 1273946.24| 81.62000 1497400.52 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0100 424A286 500.000 TON | 67.51000 33755.00| 87.23000 43615.00| 80.00000 40000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 424A290 1094.000 TON | 69.31000 75825.14| 84.34000 92267.96| 96.50000 105571.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424B585 2000.000 TON | 83.06000 166120.00| 40.00000 80000.00| 75.00000 150000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0130 600A000 LUMP| 154214.95000 154214.95| 239000.00000 239000.00| 250000.00000 250000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060929002 COUNTIES : SHELBY LETTING DATE : 09/29/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630A001 2575.000 LF | 22.98000 59173.50| 22.04000 56753.00| 21.20000 54590.00 Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C001 2.000 EACH| 911.46000 1822.92| 874.50000 1749.00| 841.50000 1683.00 Guardrail End Anchor, Type 8 | | | 0160 630C070 8.000 EACH| 2375.32000 19002.56| 2279.00000 18232.00| 2193.00000 17544.00 Guardrail End Anchor, Type 10 Series | | | 0170 650A000 160.000 CUYD| 26.38000 4220.80| 20.00000 3200.00| 33.65000 5384.00 Topsoil | | | 0180 652A100 1.000 ACRE| 1107.74000 1107.74| 1590.00000 1590.00| 1530.00000 1530.00 Seeding | | | 0190 656A010 1.000 ACRE| 1107.74000 1107.74| 1590.00000 1590.00| 1020.00000 1020.00 Mulching | | | 0200 665F000 50.000 EACH| 13.58000 679.00| 15.90000 795.00| 10.20000 510.00 Hay Bales | | | 0210 665J000 150.000 LF | 10.47000 1570.50| 10.60000 1590.00| 6.12000 918.00 Silt Fence, Type A | | | 0220 665O001 150.000 LF | 5.51000 826.50| 5.30000 795.00| 1.02000 153.00 Silt Fence Removal | | | 0230 666A001 1.000 ACRE| 553.87000 553.87| 530.00000 530.00| 30.60000 30.60 Pest Control Treatment | | | 0240 701A028 6.000 MILE| 2233.11000 13398.66| 2034.14000 12204.84| 1957.60000 11745.60 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0250 701A032 2.000 MILE| 2233.11000 4466.22| 2034.14000 4068.28| 1957.60000 3915.20 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0260 701A041 13.000 MILE| 1292.85000 16807.05| 1177.66000 15309.58| 1133.35000 14733.55 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701A048 1.000 MILE| 2644.47000 2644.47| 2408.85000 2408.85| 2318.18000 2318.18 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0280 701B009 15223.000 LF | 1.76000 26792.48| 1.61000 24509.03| 1.55000 23595.65 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0290 701C000 39.000 MILE| 999.02000 38961.78| 910.01000 35490.39| 875.75000 34154.25 Broken Temporary Traffic Stripe | | | 0300 701C001 3.000 MILE| 1116.55000 3349.65| 1017.07000 3051.21| 978.80000 2936.40 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060929002 COUNTIES : SHELBY LETTING DATE : 09/29/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701G121 1606.000 LF | 4.70000 7548.20| 4.28000 6873.68| 4.12000 6616.72 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0320 701G125 803.000 LF | 5.88000 4721.64| 5.35000 4296.05| 5.15000 4135.45 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0330 701G133 803.000 LF | 5.88000 4721.64| 5.35000 4296.05| 5.15000 4135.45 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0340 701H001 1606.000 LF | 1.76000 2826.56| 1.61000 2585.66| 1.55000 2489.30 Solid Traffic Stripe Removed (Plastic) | | | 0350 701H006 1606.000 LF | 1.76000 2826.56| 1.61000 2585.66| 1.55000 2489.30 Broken Traffic Stripe Removed (Plastic) | | | 0360 703A002 14914.000 SQFT| 4.11000 61296.54| 3.75000 55927.50| 3.61000 53839.54 Traffic Control Markings, Class 2, Type | | | A | | | 0370 703B002 2650.000 SQFT| 4.70000 12455.00| 4.28000 11342.00| 4.12000 10918.00 Traffic Control Legends, Class 2, Type | | | 0380 703D001 8928.000 SQFT| 1.76000 15713.28| 1.61000 14374.08| 1.55000 13838.40 Temporary Traffic Control Markings | | | 0390 705A030 2500.000 EACH| 6.46000 16150.00| 5.89000 14725.00| 5.67000 14175.00 Pavement Markers, Class A-H, Type 2-C | | | 0400 705A031 792.000 EACH| 6.46000 5116.32| 5.89000 4664.88| 5.67000 4490.64 Pavement Markers, Class A-H, Type 1-A | | | 0410 705A032 100.000 EACH| 6.46000 646.00| 5.89000 589.00| 5.67000 567.00 Pavement Markers, Class A-H, Type 1-B | | | 0420 705A037 20.000 EACH| 6.46000 129.20| 5.89000 117.80| 5.67000 113.40 Pavement Markers, Class A-H, Type 2-D | | | 0430 730H001 46644.000 LF | 2.77000 129203.88| 2.65000 123606.60| 2.55000 118942.20 Loop Wire | | | 0440 730I001 4650.000 LF | 1.38000 6417.00| 1.06000 4929.00| 1.28000 5952.00 Loop Detector Lead-In-Cable | | | 0450 740B000 1280.000 SQFT| 8.23000 10534.40| 7.87000 10073.60| 7.84000 10035.20 Construction Signs | | | 0460 740C000 128.000 SQFT| 8.52000 1090.56| 8.15000 1043.20| 8.65000 1107.20 Special Construction Signs | | | 0470 740D000 184.000 EACH| 56.41000 10379.44| 80.00000 14720.00| 70.20000 12916.80 Channelizing Drums | | | 0480 740E000 468.000 EACH| 18.41000 8615.88| 15.00000 7020.00| 15.85000 7417.80 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060929002 COUNTIES : SHELBY LETTING DATE : 09/29/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 740M001 468.000 EACH| 10.28000 4811.04| 8.50000 3978.00| 8.95000 4188.60 Ballast For Cone | | | 0500 741C010 4.000 EACH| 2820.77000 11283.08| 2000.00000 8000.00| 1950.00000 7800.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0510 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 148,000.00) | | | SECTION TOTALS | $ 3,404,058.25| $ 3,414,560.03| $ 3,990,097.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,404,058.25| $ 3,414,560.03| $ 3,990,097.63 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20060929003 COUNTIES : MORGAN LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 CONTRACT TIME : 260 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EBF-0067(502) for constructing the Additional Lanes (Grade, Drainage, Pavement and Signals) on SR-67 from CR-41 (Danville Road) to SR-24 in Decatur. Length 2.386 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 6,029,366.83 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 6,167,475.30 102.2906% 3 19074 S & M EQUIPMENT CO., INC. $ 6,242,726.99 103.5387% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060929003 COUNTIES : MORGAN LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( 3 ) 19074 |APAC-SOUTHEAST, 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 206C002 1008.000 SQYD| 5.37000 5412.96| 5.00000 5040.00| 4.00000 4032.00 Removing Concrete Slope Paving | | | 0020 206C003 659.000 SQYD| 6.07000 4000.13| 7.00000 4613.00| 4.00000 2636.00 Removing Concrete Flumes | | | 0030 206D000 244.000 LF | 11.48000 2801.12| 6.50000 1586.00| 4.00000 976.00 Removing Pipe | | | 0040 206E000 8.000 EACH| 116.70000 933.60| 250.00000 2000.00| 300.00000 2400.00 Removing Headwalls | | | 0050 206E001 17.000 EACH| 233.40000 3967.80| 250.00000 4250.00| 500.00000 8500.00 Removing Inlets | | | 0060 206E002 2.000 EACH| 233.41000 466.82| 450.00000 900.00| 500.00000 1000.00 Removing Junction Boxes | | | 0070 210A000 16422.000 CUYD| 6.26000 102801.72| 7.50000 123165.00| 5.00000 82110.00 Unclassified Excavation | | | 0080 210D000 12671.000 CUYD| 8.32000 105422.72| 3.50000 44348.50| 10.00000 126710.00 Borrow Excavation | | | 0090 214A000 1929.000 CUYD| 0.01000 19.29| 0.10000 192.90| 10.00000 19290.00 Structure Excavation | | | 0100 214B001 692.000 CUYD| 11.39000 7881.88| 25.00000 17300.00| 20.00000 13840.00 Foundation Backfill, Commercial | | | 0110 230A000 240.000 RBST| 167.46000 40190.40| 150.00000 36000.00| 484.00000 116160.00 Roadbed Processing | | | 0120 301A012 112200.000 SQYD| 4.87000 546414.00| 4.61000 517242.00| 4.00000 448800.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 305B071 784.000 TON | 13.03000 10215.52| 20.00000 15680.00| 15.00000 11760.00 Coarse Aggregate, Section 801, For | | | Miscellaneous Use | | | 0140 401A000 90449.000 SQYD| 0.60000 54269.40| 0.55000 49746.95| 0.60000 54269.40 Bituminous Treatment A | | | 0150 405A000 15200.000 GAL | 2.23000 33896.00| 1.75000 26600.00| 2.50000 38000.00 Tack Coat | | | 0160 408A051 69550.000 SQYD| 0.65000 45207.50| 1.00000 69550.00| 1.75000 121712.50 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0170 410C000 1.000 EACH| 2799.45000 2799.45| 23000.00000 23000.00| 10000.00000 10000.00 Contractor Retained Profilograph | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060929003 COUNTIES : MORGAN LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( 3 ) 19074 |APAC-SOUTHEAST, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 410H000 1.000 EACH| 84992.57000 84992.57| 20000.00000 20000.00| 60000.00000 60000.00 Material Remixing Device | | | 0190 423A003 6110.000 TON | 67.05000 409675.50| 62.65000 382791.50| 71.00000 433810.00 Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0200 423B002 10022.000 TON | 63.26000 633991.72| 60.27000 604025.94| 68.50000 686507.00 Stone Matrix Asphalt Binder Layer, 3/4" | | | Maximum Aggregate Size | | | 0210 424A360 1574.000 TON | 61.71000 97131.54| 53.48000 84177.52| 59.50000 93653.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424B650 5860.000 TON | 51.59000 302317.40| 49.44000 289718.40| 52.50000 307650.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424B651 8830.000 TON | 44.89000 396378.70| 46.37000 409447.10| 45.00000 397350.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424B655 610.000 TON | 86.10000 52521.00| 46.37000 28285.70| 57.00000 34770.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B657 4400.000 TON | 46.06000 202664.00| 51.48000 226512.00| 54.50000 239800.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0260 424B681 8830.000 TON | 44.89000 396378.70| 46.37000 409447.10| 45.00000 397350.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424C360 11830.000 TON | 45.01000 532468.30| 46.37000 548557.10| 45.00000 532350.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0280 428C000 24000.000 LF | 0.20000 4800.00| 0.18000 4320.00| 0.30000 7200.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060929003 COUNTIES : MORGAN LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( 3 ) 19074 |APAC-SOUTHEAST, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 430B014 50.000 TON | 14.72000 736.00| 15.00000 750.00| 20.00000 1000.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0300 530A001 1680.000 LF | 43.78000 73550.40| 28.00000 47040.00| 26.00000 43680.00 18" Roadway Pipe (Class 3 R.C.) | | | 0310 530A002 332.000 LF | 52.47000 17420.04| 44.50000 14774.00| 34.00000 11288.00 24" Roadway Pipe (Class 3 R.C.) | | | 0320 530A101 12.000 LF | 87.92000 1055.04| 37.80000 453.60| 43.00000 516.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 530A103 8.000 LF | 110.44000 883.52| 64.00000 512.00| 58.00000 464.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530B002 148.000 LF | 59.14000 8752.72| 72.00000 10656.00| 52.00000 7696.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0350 530B011 28.000 LF | 81.15000 2272.20| 48.00000 1344.00| 43.00000 1204.00 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0360 533A098 32.000 LF | 43.43000 1389.76| 28.00000 896.00| 43.00000 1376.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0370 533A099 328.000 LF | 42.55000 13956.40| 45.00000 14760.00| 33.00000 10824.00 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0380 533B097 65.000 LF | 44.15000 2869.75| 44.00000 2860.00| 38.00000 2470.00 18" Span, 11" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0390 533B099 600.000 LF | 49.33000 29598.00| 71.00000 42600.00| 45.00000 27000.00 29" Span, 18" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0400 535A087 144.000 LF | 73.22000 10543.68| 79.80000 11491.20| 55.00000 7920.00 36" Side Drain Pipe (Class 3 R.C.) | | | 0410 600A000 LUMP| 239000.00000 239000.00| 310455.88000 310455.88| 250000.00000 250000.00 Mobilization | | | 0420 601A000 1.000 EACH| 16496.77000 16496.77| 3500.00000 3500.00| 25000.00000 25000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0430 614A000 2020.000 CUYD| 288.75000 583275.00| 225.00000 454500.00| 200.00000 404000.00 Slope Paving | | | 0440 619A002 16.000 EACH| 750.75000 12012.00| 525.00000 8400.00| 500.00000 8000.00 18" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060929003 COUNTIES : MORGAN LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( 3 ) 19074 |APAC-SOUTHEAST, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 619A003 4.000 EACH| 798.00000 3192.00| 650.00000 2600.00| 650.00000 2600.00 24" Roadway Pipe End Treatment, Class 1 | | | 0460 619A104 6.000 EACH| 903.00000 5418.00| 1150.00000 6900.00| 1000.00000 6000.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 619B017 1.000 EACH| 798.00000 798.00| 950.00000 950.00| 650.00000 650.00 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0480 620A000 3.000 CUYD| 840.00000 2520.00| 525.00000 1575.00| 1000.00000 3000.00 Minor Structure Concrete | | | 0490 621A005 12.000 EACH| 2205.00000 26460.00| 2025.00000 24300.00| 2000.00000 24000.00 Junction Boxes, Type 1 | | | 0500 621C020 48.000 EACH| 2047.50000 98280.00| 1550.00000 74400.00| 2500.00000 120000.00 Inlets, Type Y | | | 0510 621C027 1.000 EACH| 1470.00000 1470.00| 1625.00000 1625.00| 2500.00000 2500.00 Inlets, Type C | | | 0520 621D019 45.000 EACH| 525.00000 23625.00| 500.00000 22500.00| 500.00000 22500.00 Inlet Units, Type Y | | | 0530 650A000 1200.000 CUYD| 15.49000 18588.00| 10.00000 12000.00| 10.00000 12000.00 Topsoil | | | 0540 652A100 3.000 ACRE| 787.50000 2362.50| 750.00000 2250.00| 825.00000 2475.00 Seeding | | | 0550 652C000 3.000 ACRE| 105.00000 315.00| 100.00000 300.00| 110.00000 330.00 Mowing | | | 0560 654A001 3031.000 SQYD| 3.68000 11154.08| 3.50000 10608.50| 3.85000 11669.35 Solid Sodding (Bermuda) | | | 0570 656A010 3.000 ACRE| 787.50000 2362.50| 750.00000 2250.00| 825.00000 2475.00 Mulching | | | 0580 665J000 958.000 LF | 4.19000 4014.02| 3.75000 3592.50| 4.13000 3956.54 Silt Fence, Type A | | | 0590 665O001 958.000 LF | 1.31000 1254.98| 1.50000 1437.00| 1.65000 1580.70 Silt Fence Removal | | | 0600 665Q001 2850.000 LF | 7.30000 20805.00| 6.00000 17100.00| 6.60000 18810.00 20 Inch Wattle | | | 0610 666A001 3.000 ACRE| 26.25000 78.75| 0.01000 0.03| 82.50000 247.50 Pest Control Treatment | | | 0620 680A000 LUMP| 34522.27000 34522.27| 122312.00000 122312.00| 125000.00000 125000.00 Engineering Controls | | | 0630 701A028 7.000 MILE| 1942.50000 13597.50| 2200.00000 15400.00| 2035.00000 14245.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060929003 COUNTIES : MORGAN LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( 3 ) 19074 |APAC-SOUTHEAST, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 701A032 5.000 MILE| 1942.50000 9712.50| 2200.00000 11000.00| 2035.00000 10175.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0650 701A041 10.000 MILE| 1155.00000 11550.00| 1200.00000 12000.00| 1210.00000 12100.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0660 701B009 6600.000 LF | 1.05000 6930.00| 1.30000 8580.00| 1.10000 7260.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0670 701C000 9.000 MILE| 787.50000 7087.50| 900.00000 8100.00| 825.00000 7425.00 Broken Temporary Traffic Stripe | | | 0680 701C001 3.000 MILE| 892.50000 2677.50| 950.00000 2850.00| 935.00000 2805.00 Solid Temporary Traffic Stripe | | | 0690 701D008 3.000 MILE| 2100.00000 6300.00| 2800.00000 8400.00| 2200.00000 6600.00 Solid Traffic Stripe Removed (Plastic) | | | 0700 701D015 3.000 MILE| 2100.00000 6300.00| 2800.00000 8400.00| 2200.00000 6600.00 Broken Traffic Stripe Removed (Plastic) | | | 0710 701E000 21120.000 LF | 0.21000 4435.20| 0.25000 5280.00| 0.22000 4646.40 Solid Temporary Traffic Stripe | | | 0720 703A002 3444.000 SQFT| 3.68000 12673.92| 3.75000 12915.00| 3.85000 13259.40 Traffic Control Markings, Class 2, Type | | | A | | | 0730 703B002 1659.000 SQFT| 4.20000 6967.80| 4.25000 7050.75| 4.40000 7299.60 Traffic Control Legends, Class 2, Type | | | 0740 703D001 659.000 SQFT| 1.58000 1041.22| 2.50000 1647.50| 1.65000 1087.35 Temporary Traffic Control Markings | | | 0750 705A011 450.000 EACH| 6.30000 2835.00| 6.00000 2700.00| 6.60000 2970.00 Pavement Markers, Class C, Type 1-A | | | 0760 705A012 500.000 EACH| 6.30000 3150.00| 6.00000 3000.00| 6.60000 3300.00 Pavement Markers, Class C, Type 1-B | | | 0770 705A030 200.000 EACH| 5.78000 1156.00| 6.00000 1200.00| 6.05000 1210.00 Pavement Markers, Class A-H, Type 2-C | | | 0780 705A031 600.000 EACH| 5.78000 3468.00| 6.00000 3600.00| 6.05000 3630.00 Pavement Markers, Class A-H, Type 1-A | | | 0790 730A000 LUMP| 1575.00000 1575.00| 1600.00000 1600.00| 1650.00000 1650.00 Removal Of Existing Traffic Control | | | Unit ( SR-67 @ Danville Rd.) | | | 0800 730A001 LUMP| 1575.00000 1575.00| 1600.00000 1600.00| 1650.00000 1650.00 Removal Of Existing Traffic Control | | | Unit ( SR-67 @ Carridale St.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060929003 COUNTIES : MORGAN LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( 3 ) 19074 |APAC-SOUTHEAST, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 730A002 LUMP| 1575.00000 1575.00| 1600.00000 1600.00| 1650.00000 1650.00 Removal Of Existing Traffic Control | | | Unit ( SR-67 @ Betty St.) | | | 0820 730A003 LUMP| 1575.00000 1575.00| 1600.00000 1600.00| 1650.00000 1650.00 Removal Of Existing Traffic Control | | | Unit ( SR-67 @ Westmead St.) | | | 0830 730A004 LUMP| 1575.00000 1575.00| 1600.00000 1600.00| 1650.00000 1650.00 Removal Of Existing Traffic Control | | | Unit ( SR-67 @ Kathy Ln.) | | | 0840 730A005 LUMP| 1575.00000 1575.00| 1600.00000 1600.00| 1650.00000 1650.00 Removal Of Existing Traffic Control | | | Unit ( SR-67 @ Old Moulton Rd.) | | | 0850 730C000 LUMP| 5775.00000 5775.00| 3600.00000 3600.00| 6050.00000 6050.00 Furnishing And Installing Traffic | | | Control Unit ( SR-67 @ Danville Rd.) | | | 0860 730C001 LUMP| 5250.00000 5250.00| 3600.00000 3600.00| 5500.00000 5500.00 Furnishing And Installing Traffic | | | Control Unit ( SR-67 @ Carridale St.) | | | 0870 730C002 LUMP| 5250.00000 5250.00| 3600.00000 3600.00| 5500.00000 5500.00 Furnishing And Installing Traffic | | | Control Unit ( SR-67 @ Betty St.) | | | 0880 730C003 LUMP| 5250.00000 5250.00| 3600.00000 3600.00| 5500.00000 5500.00 Furnishing And Installing Traffic | | | Control Unit ( SR-67 @ Westmead St.) | | | 0890 730C004 LUMP| 5250.00000 5250.00| 3600.00000 3600.00| 5500.00000 5500.00 Furnishing And Installing Traffic | | | Control Unit ( SR-67 @ Kathy Ln.) | | | 0900 730C005 LUMP| 5250.00000 5250.00| 3600.00000 3600.00| 5500.00000 5500.00 Furnishing And Installing Traffic | | | Control Unit ( SR-67 @ Old Moulton Rd.) | | | 0910 730E000 24.000 EACH| 1890.00000 45360.00| 3000.00000 72000.00| 1980.00000 47520.00 Metal Traffic Signal Pole Foundation | | | 0920 730G001 24.000 EACH| 5250.00000 126000.00| 4600.00000 110400.00| 5500.00000 132000.00 Metal Traffic Signal Strain Pole | | | 0930 730H001 8560.000 LF | 2.73000 23368.80| 2.50000 21400.00| 3.30000 28248.00 Loop Wire | | | 0940 730I001 17230.000 LF | 1.16000 19986.80| 1.00000 17230.00| 1.32000 22743.60 Loop Detector Lead-In-Cable | | | 0950 730J010 42.000 EACH| 126.00000 5292.00| 160.00000 6720.00| 132.00000 5544.00 Vehicle Loop Detector | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060929003 COUNTIES : MORGAN LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( 3 ) 19074 |APAC-SOUTHEAST, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 730K000 23.000 EACH| 420.00000 9660.00| 322.50000 7417.50| 440.00000 10120.00 Traffic Signal Junction Box | | | 0970 730L003 325.000 LF | 4.73000 1537.25| 3.75000 1218.75| 4.95000 1608.75 1", Non-Metallic, Conduit | | | 0980 730L005 2965.000 LF | 6.30000 18679.50| 3.90000 11563.50| 6.60000 19569.00 2", Non-Metallic, Conduit | | | 0990 730N010 24.000 EACH| 945.00000 22680.00| 900.00000 21600.00| 990.00000 23760.00 Luminaire Extension Assembly, 12 Feet | | | 1000 730P022 49.000 EACH| 708.75000 34728.75| 597.00000 29253.00| 742.50000 36382.50 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1010 730P024 22.000 EACH| 1155.00000 25410.00| 940.00000 20680.00| 1210.00000 26620.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1020 730R022 6.000 EACH| 9660.00000 57960.00| 8680.00000 52080.00| 10120.00000 60720.00 Controller Assembly, Type III, 8 Phase | | | 1030 730T000 6.000 EACH| 420.00000 2520.00| 450.00000 2700.00| 440.00000 2640.00 Wood Pole | | | 1040 730U005 LUMP| 21000.00000 21000.00| 20414.00000 20414.00| 22000.00000 22000.00 Furnishing And Installing Video | | | Detection System (SR-67 @ Danville Rd..)| | | 1050 730U007 LUMP| 10500.00000 10500.00| 11256.00000 11256.00| 11000.00000 11000.00 Furnishing And Installing Video | | | Detection System (SR-67 @ Carridale St.)| | | 1060 730U008 LUMP| 10500.00000 10500.00| 11256.00000 11256.00| 11000.00000 11000.00 Furnishing And Installing Video | | | Detection System (SR-67 @ Betty St.) | | | 1070 730U009 LUMP| 10500.00000 10500.00| 11256.00000 11256.00| 11000.00000 11000.00 Furnishing And Installing Video | | | Detection System (SR-67 @ Westmead St.) | | | 1080 730U010 LUMP| 6825.00000 6825.00| 6835.00000 6835.00| 7150.00000 7150.00 Furnishing And Installing Video | | | Detection System (SR-67 @ Kathy Ln.) | | | 1090 740B000 2190.000 SQFT| 7.35000 16096.50| 8.46000 18527.40| 7.70000 16863.00 Construction Signs | | | 1100 740C000 128.000 SQFT| 7.88000 1008.64| 9.26000 1185.28| 8.25000 1056.00 Special Construction Signs | | | 1110 740D000 300.000 EACH| 28.88000 8664.00| 68.77000 20631.00| 50.00000 15000.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060929003 COUNTIES : MORGAN LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19010 |( 3 ) 19074 |APAC-SOUTHEAST, 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 740E000 200.000 EACH| 0.01000 2.00| 0.00000 0.00| 15.63000 3126.00 Cones (36 Inches High) | | | 1130 740F002 52.000 EACH| 189.00000 9828.00| 206.31000 10728.12| 198.00000 10296.00 Barricades, Type III | | | 1140 740I005 52.000 EACH| 600.60000 31231.20| 626.34000 32569.68| 225.00000 11700.00 Warning Lights, Type B (Detachable Head | | | 1150 740L003 340.000 EACH| 46.41000 15779.40| 56.17000 19097.80| 33.81000 11495.40 Vertical Panel, Type I (Single-Sided) | | | 1160 740M001 200.000 EACH| 0.01000 2.00| 0.00000 0.00| 9.67000 1934.00 Ballast For Cone | | | 1170 741C010 1.000 EACH| 637.73000 637.73| 4443.60000 4443.60| 2500.00000 2500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1180 998A000 LUMP| 1.00000 1.00| 300300.00000 300300.00| 125000.00000 125000.00 Construction Fuel (Maximum Bid Limited | | | To $ 442,000.00) | | | 1190 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 | $ 6,029,366.83| $ 6,167,475.30| $ 6,242,726.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,029,366.83| $ 6,167,475.30| $ 6,242,726.99 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20060929004 COUNTIES : AUTAUGA LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EBF-STPSAF-0006(519) for constructing the Planing, Resurfacing and Traffic Stripe on SR-6 (US-82) from the Chilton county line to 0.8 miles north of CR-40 south of Billingsley. Length 10.139 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 2,361,535.50 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,493,694.56 105.5963% 3 01087 APAC-SOUTHEAST, INC. $ 2,504,975.10 106.0740% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060929004 COUNTIES : AUTAUGA LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |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 210D021 1900.000 CUYD| 12.75000 24225.00| 25.00000 47500.00| 8.32000 15808.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 405A000 24500.000 GAL | 1.40000 34300.00| 0.50000 12250.00| 1.82000 44590.00 Tack Coat | | | 0030 408A051 151000.000 SQYD| 0.63000 95130.00| 0.75000 113250.00| 0.62000 93620.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 410C000 1.000 EACH| 5500.00000 5500.00| 3500.00000 3500.00| 2500.00000 2500.00 Contractor Retained Profilograph | | | 0050 410H000 1.000 EACH| 15200.00000 15200.00| 10000.00000 10000.00| 26000.00000 26000.00 Material Remixing Device | | | 0060 424A361 15038.000 TON | 49.25000 740621.50| 52.64000 791600.32| 49.60000 745884.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A367 500.000 TON | 47.50000 23750.00| 61.15000 30575.00| 48.35000 24175.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B650 20050.000 TON | 48.00000 962400.00| 49.64000 995282.00| 49.80000 998490.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B654 250.000 TON | 52.00000 13000.00| 92.00000 23000.00| 50.00000 12500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B682 20.000 TON | 66.75000 1335.00| 150.00000 3000.00| 95.00000 1900.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424B691 2616.000 TON | 52.00000 136032.00| 58.45000 152905.20| 54.55000 142702.80 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 600A000 LUMP| 46800.00000 46800.00| 20000.00000 20000.00| 130300.00000 130300.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060929004 COUNTIES : AUTAUGA LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 652A100 10.000 ACRE| 500.00000 5000.00| 557.00000 5570.00| 500.00000 5000.00 Seeding | | | 0140 656A010 10.000 ACRE| 400.00000 4000.00| 445.60000 4456.00| 400.00000 4000.00 Mulching | | | 0150 665F000 500.000 EACH| 10.00000 5000.00| 11.14000 5570.00| 10.00000 5000.00 Hay Bales | | | 0160 665J000 5000.000 LF | 3.00000 15000.00| 3.34000 16700.00| 3.00000 15000.00 Silt Fence, Type A | | | 0170 665O001 5000.000 LF | 0.30000 1500.00| 0.33000 1650.00| 0.30000 1500.00 Silt Fence Removal | | | 0180 666A001 10.000 ACRE| 5.00000 50.00| 5.57000 55.70| 5.00000 50.00 Pest Control Treatment | | | 0190 701A028 21.000 MILE| 1800.00000 37800.00| 2026.51000 42556.71| 1800.00000 37800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 1.000 MILE| 1100.00000 1100.00| 1238.43000 1238.43| 1100.00000 1100.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A046 8.000 MILE| 1050.00000 8400.00| 1182.13000 9457.04| 1050.00000 8400.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 13.000 MILE| 2050.00000 26650.00| 2307.98000 30003.74| 2050.00000 26650.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701B009 700.000 LF | 1.25000 875.00| 1.41000 987.00| 1.25000 875.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0240 701C000 26.000 MILE| 690.00000 17940.00| 776.83000 20197.58| 690.00000 17940.00 Broken Temporary Traffic Stripe | | | 0250 701C001 100.000 MILE| 750.00000 75000.00| 844.38000 84438.00| 750.00000 75000.00 Solid Temporary Traffic Stripe | | | 0260 701F000 2100.000 LF | 0.25000 525.00| 0.28000 588.00| 0.25000 525.00 Dotted Temporary Traffic Stripe | | | 0270 701G125 2213.000 LF | 4.50000 9958.50| 5.07000 11219.91| 4.50000 9958.50 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701G133 2213.000 LF | 4.50000 9958.50| 5.07000 11219.91| 4.50000 9958.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060929004 COUNTIES : AUTAUGA LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 701H001 4425.000 LF | 0.60000 2655.00| 0.68000 3009.00| 0.60000 2655.00 Solid Traffic Stripe Removed (Plastic) | | | 0300 703A002 1697.000 SQFT| 3.50000 5939.50| 3.94000 6686.18| 3.50000 5939.50 Traffic Control Markings, Class 2, Type | | | A | | | 0310 703D001 1697.000 SQFT| 1.50000 2545.50| 1.69000 2867.93| 1.50000 2545.50 Temporary Traffic Control Markings | | | 0320 705A031 65.000 EACH| 5.00000 325.00| 5.63000 365.95| 5.00000 325.00 Pavement Markers, Class A-H, Type 1-A | | | 0330 705A032 840.000 EACH| 5.00000 4200.00| 5.63000 4729.20| 5.00000 4200.00 Pavement Markers, Class A-H, Type 1-B | | | 0340 705A037 1200.000 EACH| 5.00000 6000.00| 5.63000 6756.00| 5.00000 6000.00 Pavement Markers, Class A-H, Type 2-D | | | 0350 731A012 1.000 EACH| 9500.00000 9500.00| 4790.16000 4790.16| 9000.00000 9000.00 Traffic Counting Units, Type M | | | 0360 740B000 790.000 SQFT| 8.00000 6320.00| 8.89000 7023.10| 8.00000 6320.00 Construction Signs | | | 0370 740D000 50.000 EACH| 25.00000 1250.00| 53.33000 2666.50| 1.25000 62.50 Channelizing Drums | | | 0380 740E000 200.000 EACH| 8.00000 1600.00| 13.04000 2608.00| 6.00000 1200.00 Cones (36 Inches High) | | | 0390 740M001 200.000 EACH| 0.00000 0.00| 7.11000 1422.00| 2.50000 500.00 Ballast For Cone | | | 0400 740O000 1.000 EACH| 4150.00000 4150.00| 2000.00000 2000.00| 9000.00000 9000.00 Pilot Car | | | 0410 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 125,000.00) | | | SECTION TOTALS | $ 2,361,535.50| $ 2,493,694.56| $ 2,504,975.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,361,535.50| $ 2,493,694.56| $ 2,504,975.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20060929005 COUNTIES : MONTGOMERY LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EBF-STPSAF-0053(520) for constructing the Planing, Resurfacing and Traffic Stripe EB-0271(500) on SR-271, on SR-6 (US-82), and on SR-53 (US-231) at various sites as indicated on the plans. Length 7.449 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 3,997,796.91 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 4,227,333.47 105.7416% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060929005 COUNTIES : MONTGOMERY LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total \ | | | 0010 201C000 LUMP| 40000.00000 40000.00| 15000.00000 15000.00| Clearing | | | 0020 206D000 22.000 LF | 35.00000 770.00| 31.00000 682.00| Removing Pipe | | | 0030 206E000 1.000 EACH| 1000.00000 1000.00| 750.00000 750.00| Removing Headwalls | | | 0040 206E001 3.000 EACH| 1500.00000 4500.00| 950.00000 2850.00| Removing Inlets | | | 0050 206E011 6.000 EACH| 300.00000 1800.00| 307.56000 1845.36| Removing Guardrail End Anchor (Type 3) | | | 0060 210A000 3468.000 CUYD| 10.00000 34680.00| 9.75000 33813.00| Unclassified Excavation | | | 0070 210D021 10199.000 CUYD| 15.00000 152985.00| 10.25000 104539.75| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0080 214A000 68.000 CUYD| 30.00000 2040.00| 15.00000 1020.00| Structure Excavation | | | 0090 214B001 10.000 CUYD| 150.00000 1500.00| 125.00000 1250.00| Foundation Backfill, Commercial | | | 0100 405A000 29975.000 GAL | 1.60000 47960.00| 0.75000 22481.25| Tack Coat | | | 0110 408A051 4800.000 SQYD| 0.70000 3360.00| 3.50000 16800.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0120 408A052 103919.000 SQYD| 0.70000 72743.30| 1.85000 192250.15| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0130 410C000 2.000 EACH| 6500.00000 13000.00| 3000.00000 6000.00| Contractor Retained Profilograph | | | 0140 410H000 1.000 EACH| 65000.00000 65000.00| 10000.00000 10000.00| Material Remixing Device | | | 0150 424A281 25624.000 TON | 55.25000 1415726.00| 60.64000 1553839.36| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0160 424A287 1500.000 TON | 51.00000 76500.00| 47.25000 70875.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060929005 COUNTIES : MONTGOMERY LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A361 1000.000 TON | 55.60000 55600.00| 58.53000 58530.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424A366 573.000 TON | 63.90000 36614.70| 49.35000 28277.55| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424A370 1827.000 TON | 74.70000 136476.90| 69.95000 127798.65| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B280 13167.000 TON | 53.50000 704434.50| 61.95000 815695.65| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424B281 765.000 TON | 56.70000 43375.50| 50.00000 38250.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0220 424B284 50.000 TON | 65.00000 3250.00| 120.00000 6000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424B285 100.000 TON | 65.00000 6500.00| 95.00000 9500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B288 2489.000 TON | 57.75000 143739.75| 69.45000 172861.05| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 424B581 1071.000 TON | 55.05000 58958.55| 52.90000 56655.90| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0260 424B663 1856.000 TON | 50.95000 94563.20| 69.50000 128992.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060929005 COUNTIES : MONTGOMERY LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 424B691 287.000 TON | 73.00000 20951.00| 69.50000 19946.50| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424C280 1071.000 TON | 57.10000 61154.10| 54.95000 58851.45| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0290 428C000 88198.000 LF | 0.17000 14993.66| 0.05000 4409.90| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0300 530A100 11.000 LF | 104.00000 1144.00| 99.90000 1098.90| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0310 530A101 10.000 LF | 112.00000 1120.00| 112.65000 1126.50| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530A102 37.000 LF | 120.00000 4440.00| 114.37000 4231.69| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 535A080 66.000 LF | 65.00000 4290.00| 64.00000 4224.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0340 600A000 LUMP| 187000.00000 187000.00| 190000.00000 190000.00| Mobilization | | | 0350 614A000 32.000 CUYD| 260.00000 8320.00| 230.00000 7360.00| Slope Paving | | | 0360 619A003 1.000 EACH| 750.00000 750.00| 666.38000 666.38| 24" Roadway Pipe End Treatment, Class 1 | | | 0370 619A101 2.000 EACH| 700.00000 1400.00| 615.12000 1230.24| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0380 620A000 1.000 CUYD| 1400.00000 1400.00| 1230.24000 1230.24| Minor Structure Concrete | | | 0390 621C020 1.000 EACH| 2850.00000 2850.00| 2511.75000 2511.75| Inlets, Type Y | | | 0400 621C092 2.000 EACH| 3300.00000 6600.00| 2921.83000 5843.66| Inlets, Type X (Modified) | | | 0410 623B001 180.000 LF | 43.50000 7830.00| 38.45000 6921.00| Concrete Curb, Type N Special | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060929005 COUNTIES : MONTGOMERY LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 623B005 1250.000 LF | 19.00000 23750.00| 16.92000 21150.00| Concrete Curb, Type E | | | 0430 630C070 6.000 EACH| 2000.00000 12000.00| 2050.41000 12302.46| Guardrail End Anchor, Type 10 Series | | | 0440 649A545 30.000 LF | 350.00000 10500.00| 250.00000 7500.00| 16 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0450 650A000 1627.000 CUYD| 15.00000 24405.00| 11.00000 17897.00| Topsoil | | | 0460 652A100 24.000 ACRE| 600.00000 14400.00| 654.39000 15705.36| Seeding | | | 0470 654A001 3180.000 SQYD| 3.35000 10653.00| 3.65000 11607.00| Solid Sodding (Bermuda) | | | 0480 656A010 24.000 ACRE| 500.00000 12000.00| 545.32000 13087.68| Mulching | | | 0490 665F000 250.000 EACH| 8.00000 2000.00| 8.73000 2182.50| Hay Bales | | | 0500 665G000 12.000 EACH| 8.00000 96.00| 8.73000 104.76| Sand Bags | | | 0510 665J000 2200.000 LF | 3.60000 7920.00| 3.93000 8646.00| Silt Fence, Type A | | | 0520 665O001 2200.000 LF | 0.20000 440.00| 0.22000 484.00| Silt Fence Removal | | | 0530 665Q001 300.000 LF | 8.00000 2400.00| 8.73000 2619.00| 20 Inch Wattle | | | 0540 666A001 24.000 ACRE| 5.00000 120.00| 5.45000 130.80| Pest Control Treatment | | | 0550 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| Engineering Controls | | | 0560 701A028 19.000 MILE| 1850.00000 35150.00| 1916.80000 36419.20| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0570 701A032 15.000 MILE| 1850.00000 27750.00| 1916.80000 28752.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0580 701A041 15.000 MILE| 1100.00000 16500.00| 1139.72000 17095.80| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0590 701B009 20317.000 LF | 1.50000 30475.50| 1.55000 31491.35| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060929005 COUNTIES : MONTGOMERY LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 701C000 30.000 MILE| 750.00000 22500.00| 777.08000 23312.40| Broken Temporary Traffic Stripe | | | 0610 701C001 61.000 MILE| 820.00000 50020.00| 849.61000 51826.21| Solid Temporary Traffic Stripe | | | 0620 701F000 24023.000 LF | 0.25000 6005.75| 0.26000 6245.98| Dotted Temporary Traffic Stripe | | | 0630 701G121 1657.000 LF | 4.00000 6628.00| 4.14000 6859.98| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0640 701G125 1657.000 LF | 5.00000 8285.00| 5.18000 8583.26| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0650 701G133 1657.000 LF | 5.00000 8285.00| 5.18000 8583.26| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0660 701H001 3313.000 LF | 1.00000 3313.00| 1.04000 3445.52| Solid Traffic Stripe Removed (Plastic) | | | 0670 701H006 1657.000 LF | 1.00000 1657.00| 1.04000 1723.28| Broken Traffic Stripe Removed (Plastic) | | | 0680 703A002 4349.000 SQFT| 3.50000 15221.50| 3.63000 15786.87| Traffic Control Markings, Class 2, Type | | | A | | | 0690 703B002 2054.000 SQFT| 4.00000 8216.00| 4.14000 8503.56| Traffic Control Legends, Class 2, Type | | | 0700 703D001 4592.000 SQFT| 1.50000 6888.00| 1.55000 7117.60| Temporary Traffic Control Markings | | | 0710 703E001 1044.000 SQFT| 1.50000 1566.00| 1.55000 1618.20| Temporary Traffic Control Legends | | | 0720 705A030 64.000 EACH| 5.00000 320.00| 5.18000 331.52| Pavement Markers, Class A-H, Type 2-C | | | 0730 705A031 964.000 EACH| 5.00000 4820.00| 5.18000 4993.52| Pavement Markers, Class A-H, Type 1-A | | | 0740 705A037 104.000 EACH| 5.00000 520.00| 5.18000 538.72| Pavement Markers, Class A-H, Type 2-D | | | 0750 740B000 2684.000 SQFT| 8.00000 21472.00| 8.45000 22679.80| Construction Signs | | | 0760 740D000 800.000 EACH| 60.00000 48000.00| 30.00000 24000.00| Channelizing Drums | | | 0770 741C010 4.000 EACH| 1800.00000 7200.00| 3200.00000 12800.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20060929005 COUNTIES : MONTGOMERY LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 200,000.00) | | | SECTION TOTALS | $ 3,997,796.91| $ 4,227,333.47| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,997,796.91| $ 4,227,333.47| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20060929006 COUNTIES : CHAMBERS LETTING DATE : 09/29/06 10:00 AM DIVISION : 04 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EB-STPSA-0050(500) for constructing the Resurfacing and Traffic Stripe on SR-50 from SR-1 (US-431) south of Lafayette to CR-208. Length 10.706 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 1,989,920.99 100.0000% 2 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 2,313,084.20 116.2400% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060929006 COUNTIES : CHAMBERS LETTING DATE : 09/29/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 05024 |( ) |EAST ALABAMA PAVING CO., IN |EAST RIVER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 11.000 EACH| 85.00000 935.00| 200.00000 2200.00| Mailbox Reset, Single | | | 0020 401B100 183100.000 SQYD| 0.88790 162574.49| 0.89000 162959.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 10600.000 GAL | 2.10000 22260.00| 2.30000 24380.00| Tack Coat | | | 0040 407A000 2700.000 GAL | 20.00000 54000.00| 24.00000 64800.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A052 800.000 SQYD| 6.00000 4800.00| 2.00000 1600.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A356 7400.000 TON | 61.01000 451474.00| 60.33000 446442.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A358 200.000 TON | 64.00000 12800.00| 75.03000 15006.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A359 250.000 TON | 64.00000 16000.00| 87.87000 21967.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0090 424B654 200.000 TON | 80.00000 16000.00| 90.00000 18000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B658 15000.000 TON | 50.95000 764250.00| 57.26000 858900.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B661 150.000 TON | 51.95000 7792.50| 77.36000 11604.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060929006 COUNTIES : CHAMBERS LETTING DATE : 09/29/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 05024 |( ) |EAST ALABAMA PAVING CO., IN |EAST RIVER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 424C371 5430.000 TON | 48.20000 261726.00| 58.29000 316514.70| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 430B043 2500.000 TON | 16.00000 40000.00| 20.14000 50350.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 600A000 LUMP| 9000.00000 9000.00| 128000.00000 128000.00| Mobilization | | | 0150 701A028 21.000 MILE| 1500.00000 31500.00| 1600.00000 33600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A046 7.000 MILE| 1100.00000 7700.00| 1200.00000 8400.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 15.000 MILE| 1800.00000 27000.00| 1900.00000 28500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 320.000 LF | 1.00000 320.00| 1.20000 384.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 21.000 MILE| 500.00000 10500.00| 550.00000 11550.00| Broken Temporary Traffic Stripe | | | 0200 701C001 106.000 MILE| 600.00000 63600.00| 650.00000 68900.00| Solid Temporary Traffic Stripe | | | 0210 703A002 3550.000 SQFT| 3.00000 10650.00| 3.30000 11715.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 50.000 SQFT| 3.80000 190.00| 4.00000 200.00| Traffic Control Legends, Class 2, Type | | | 0230 703D001 600.000 SQFT| 1.90000 1140.00| 2.50000 1500.00| Temporary Traffic Control Markings | | | 0240 740B000 1301.000 SQFT| 9.00000 11709.00| 12.00000 15612.00| Construction Signs | | | 0250 740O000 1.000 EACH| 2000.00000 2000.00| 10000.00000 10000.00| Pilot Car | | | 0260 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 113,000.00) | | | SECTION TOTALS | $ 1,989,920.99| $ 2,313,084.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,989,920.99| $ 2,313,084.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20060929007 COUNTIES : CLARKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0069(501) for constructing the Bridge Replacement and Approaches on SR-69 at Stave Creek west of Jackson. Length 0.482 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 2,166,612.35 100.0000% 2 13099 MCINNIS, LLC $ 2,227,331.00 102.8025% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,270,175.25 104.7799% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060929007 COUNTIES : CLARKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 01007 |NEWELL & BUSH, INC. |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 201A002 LUMP| 28000.00000 28000.00| 28000.00000 28000.00| 28000.00000 28000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000.00 Per Acre) | | | (Approx. 7 Acres) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 55000.00000 55000.00| 70000.00000 70000.00 Removal Of Old Bridge, Station 158+00.0 | | | 0030 210A000 9825.000 CUYD| 4.00000 39300.00| 3.68000 36156.00| 5.50000 54037.50 Unclassified Excavation | | | 0040 210C000 813.000 CUYD| 7.00000 5691.00| 10.50000 8536.50| 7.75000 6300.75 Muck Excavation | | | 0050 210D000 9228.000 CUYD| 6.00000 55368.00| 5.25000 48447.00| 6.50000 59982.00 Borrow Excavation | | | 0060 210D011 3333.000 CUYD| 6.00000 19998.00| 5.25000 17498.25| 6.50000 21664.50 Borrow Excavation (A-4 Or Better) | | | 0070 214A000 184.000 CUYD| 8.00000 1472.00| 10.50000 1932.00| 6.00000 1104.00 Structure Excavation | | | 0080 214B001 228.000 CUYD| 47.00000 10716.00| 44.00000 10032.00| 40.00000 9120.00 Foundation Backfill, Commercial | | | 0090 215A000 130.000 CUYD| 11.00000 1430.00| 10.00000 1300.00| 50.00000 6500.00 Unclassified Bridge Excavation | | | 0100 215B000 LUMP| 100000.00000 100000.00| 80000.00000 80000.00| 40000.00000 40000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 157+55.00 | | | 0110 231B001 899.000 TON | 35.00000 31465.00| 42.00000 37758.00| 38.00000 34162.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0120 235A000 LUMP| 100000.00000 100000.00| 106000.00000 106000.00| 120000.00000 120000.00 Detour Bridge At Station 17+32.69 | | | 0130 401A047 3914.000 SQYD| 1.40000 5479.60| 1.50000 5871.00| 1.35000 5283.90 Bituminous Treatment A, MC-70 | | | 0140 405A000 1360.000 GAL | 3.25000 4420.00| 3.41000 4637.60| 3.10000 4216.00 Tack Coat | | | 0150 424A340 916.000 TON | 68.00000 62288.00| 72.05000 65997.80| 65.50000 59998.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0160 424A346 150.000 TON | 66.00000 9900.00| 69.85000 10477.50| 63.50000 9525.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060929007 COUNTIES : CLARKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 01007 |NEWELL & BUSH, INC. |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B636 901.000 TON | 68.00000 61268.00| 70.95000 63925.95| 64.50000 58114.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0180 424B640 100.000 TON | 120.00000 12000.00| 126.50000 12650.00| 115.00000 11500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0190 424B644 3300.000 TON | 66.00000 217800.00| 70.95000 234135.00| 64.50000 212850.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0200 424B666 892.000 TON | 66.00000 58872.00| 69.85000 62306.20| 63.50000 56642.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0210 428C000 4660.000 LF | 2.00000 9320.00| 3.80000 17708.00| 3.50000 16310.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0220 430B000 100.000 TON | 45.00000 4500.00| 42.00000 4200.00| 38.00000 3800.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0230 450B000 107.000 SQYD| 100.00000 10700.00| 150.00000 16050.00| 65.00000 6955.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0240 502A000 22200.000 LB | 1.00000 22200.00| 1.50000 33300.00| 0.65000 14430.00 Steel Reinforcement | | | 0250 502B000 LUMP| 55000.00000 55000.00| 75000.00000 75000.00| 33410.00000 33410.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 157+55.00, Approx. | | | 51400 lbs. | | | 0260 503A000 45.000 CUYD| 200.00000 9000.00| 50.00000 2250.00| 200.00000 9000.00 Seal Concrete | | | 0270 505A000 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2200.00000 2200.00 Steel Test Piles (HP 10x42) | | | 0280 505A002 2.000 EACH| 2000.00000 4000.00| 2800.00000 5600.00| 2500.00000 5000.00 Steel Test Piles (HP 12x53) | | | 0290 505B055 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 4000.00000 4000.00 Static Loading Tests (HP 10x42) | | | 0300 505B057 2.000 EACH| 2000.00000 4000.00| 750.00000 1500.00| 4000.00000 8000.00 Static Loading Tests (HP 12x53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060929007 COUNTIES : CLARKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 01007 |NEWELL & BUSH, INC. |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 505B085 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 500.00000 500.00 Dynamic Loading Tests (HP 10x42) | | | 0320 505B087 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 500.00000 500.00 Dynamic Loading Tests (HP 12x53) | | | 0330 505M000 920.000 LF | 32.50000 29900.00| 35.00000 32200.00| 35.00000 32200.00 Steel Piling Furnished And Driven (HP | | | 10x42) | | | 0340 505M002 1610.000 LF | 35.00000 56350.00| 40.00000 64400.00| 45.00000 72450.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0350 508A000 2860.000 LB | 3.50000 10010.00| 6.00000 17160.00| 4.00000 11440.00 Structural Steel | | | 0360 510A000 131.000 CUYD| 625.00000 81875.00| 600.00000 78600.00| 500.00000 65500.00 Bridge Substructure Concrete, Class A | | | 0370 510C051 LUMP| 150000.00000 150000.00| 150000.00000 150000.00| 220000.00000 220000.00 Bridge Concrete Superstructure, Sta. | | | 157+55.00, Approx. 220 Cu Yd | | | 0380 510E000 660.000 SQYD| 6.25000 4125.00| 10.00000 6600.00| 5.00000 3300.00 Grooving Concrete Bridge Decks | | | 0390 511A001 24.000 EACH| 90.00000 2160.00| 100.00000 2400.00| 200.00000 4800.00 Elastomeric Bearings, Type 2 | | | 0400 511A052 12.000 EACH| 150.00000 1800.00| 100.00000 1200.00| 200.00000 2400.00 Elastomeric Bearings, Type 2 (Mark B3) | | | 0410 513B003 465.000 LF | 90.00000 41850.00| 85.00000 39525.00| 100.00000 46500.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0420 513B005 505.000 LF | 160.00000 80800.00| 150.00000 75750.00| 110.00000 55550.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0430 530A002 40.000 LF | 30.00000 1200.00| 52.50000 2100.00| 43.24000 1729.60 24" Roadway Pipe (Class 3 R.C.) | | | 0440 530A003 15.000 LF | 550.00000 8250.00| 79.00000 1185.00| 100.00000 1500.00 30" Roadway Pipe (Class 3 R.C.) | | | 0450 533A108 615.000 LF | 36.00000 22140.00| 54.00000 33210.00| 48.00000 29520.00 24" Storm Sewer Pipe (Class 4 R.C.) | | | 0460 533A109 8.000 LF | 315.00000 2520.00| 63.00000 504.00| 150.00000 1200.00 18" Storm Sewer Pipe (Class 4 R.C.) | | | 0470 535B091 56.000 LF | 50.00000 2800.00| 74.00000 4144.00| 52.00000 2912.00 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060929007 COUNTIES : CLARKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 01007 |NEWELL & BUSH, INC. |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 600A000 LUMP| 190000.00000 190000.00| 121700.00000 121700.00| 248500.00000 248500.00 Mobilization | | | 0490 610C001 4419.000 TON | 36.00000 159084.00| 42.00000 185598.00| 35.00000 154665.00 Loose Riprap, Class 2 | | | 0500 610D003 2364.000 SQYD| 2.50000 5910.00| 3.30000 7801.20| 3.00000 7092.00 Filter Blanket, Geotextile | | | 0510 614A000 79.000 CUYD| 350.00000 27650.00| 400.00000 31600.00| 300.00000 23700.00 Slope Paving | | | 0520 619A003 1.000 EACH| 650.00000 650.00| 1500.00000 1500.00| 1000.00000 1000.00 24" Roadway Pipe End Treatment, Class 1 | | | 0530 619A004 1.000 EACH| 750.00000 750.00| 1750.00000 1750.00| 1075.00000 1075.00 30" Roadway Pipe End Treatment, Class 1 | | | 0540 619B117 2.000 EACH| 550.00000 1100.00| 1500.00000 3000.00| 1500.00000 3000.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0550 620A000 1.000 CUYD| 525.00000 525.00| 800.00000 800.00| 1000.00000 1000.00 Minor Structure Concrete | | | 0560 621A005 2.000 EACH| 4700.00000 9400.00| 2750.00000 5500.00| 2500.00000 5000.00 Junction Boxes, Type 1 | | | 0570 621C027 3.000 EACH| 2400.00000 7200.00| 2500.00000 7500.00| 3500.00000 10500.00 Inlets, Type C | | | 0580 621D002 1.000 EACH| 550.00000 550.00| 1000.00000 1000.00| 750.00000 750.00 Inlet Units, Type C | | | 0590 621I001 1.000 EACH| 5200.00000 5200.00| 5000.00000 5000.00| 7000.00000 7000.00 Stilling Basins, Type 1 | | | 0600 630A001 2038.000 LF | 20.00000 40760.00| 19.00000 38722.00| 18.00000 36684.00 Steel Beam Guardrail, Class A, Type 2 | | | 0610 630C003 8.000 EACH| 1500.00000 12000.00| 1800.00000 14400.00| 1650.00000 13200.00 Guardrail End Anchor, Type 13 | | | 0620 630C050 8.000 EACH| 2100.00000 16800.00| 2200.00000 17600.00| 2000.00000 16000.00 Guardrail End Anchor, Type 20 Series | | | 0630 641A512 5.000 LF | 315.00000 1575.00| 26.50000 132.50| 40.00000 200.00 3/4 Inch Copper Water Service Line Laid | | | 0640 641A746 2275.000 LF | 16.00000 36400.00| 18.90000 42997.50| 19.00000 43225.00 6 Inch P.V.C. Water Main Laid | | | 0650 641C500 200.000 LB | 26.00000 5200.00| 6.30000 1260.00| 5.00000 1000.00 Ductile Iron Fittings | | | 0660 641J516 2.000 EACH| 2000.00000 4000.00| 1050.00000 2100.00| 2300.00000 4600.00 6 Inch Gate Valve With Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060929007 COUNTIES : CLARKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 01007 |NEWELL & BUSH, INC. |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 641L500 1.000 CUYD| 525.00000 525.00| 550.00000 550.00| 850.00000 850.00 Concrete for Water Mains (Thrust Blocks | | | 0680 641P515 1.000 EACH| 525.00000 525.00| 1050.00000 1050.00| 500.00000 500.00 3/4 Inch Service Tap | | | 0690 650A000 200.000 CUYD| 12.00000 2400.00| 10.50000 2100.00| 8.00000 1600.00 Topsoil | | | 0700 650B000 1842.000 CUYD| 5.00000 9210.00| 4.20000 7736.40| 6.00000 11052.00 Topsoil From Stockpiles | | | 0710 652A100 4.000 ACRE| 600.00000 2400.00| 880.00000 3520.00| 1500.00000 6000.00 Seeding | | | 0720 652C000 4.000 ACRE| 80.00000 320.00| 110.00000 440.00| 500.00000 2000.00 Mowing | | | 0730 654A000 95.000 SQYD| 5.00000 475.00| 6.60000 627.00| 15.00000 1425.00 Solid Sodding | | | 0740 656A010 4.000 ACRE| 500.00000 2000.00| 880.00000 3520.00| 1500.00000 6000.00 Mulching | | | 0750 659A033 95.000 SQYD| 3.00000 285.00| 2.50000 237.50| 3.00000 285.00 Rolled Erosion Control Product, Type | | | (2A) | | | 0760 659A048 559.000 SQYD| 6.00000 3354.00| 6.60000 3689.40| 10.00000 5590.00 Rolled Erosion Control Product, Type | | | (5A) | | | 0770 665A000 4.000 ACRE| 400.00000 1600.00| 550.00000 2200.00| 750.00000 3000.00 Temporary Seeding | | | 0780 665B000 4.000 ACRE| 400.00000 1600.00| 550.00000 2200.00| 750.00000 3000.00 Temporary Mulching | | | 0790 665F000 50.000 EACH| 22.00000 1100.00| 28.00000 1400.00| 10.00000 500.00 Hay Bales | | | 0800 665J000 4412.000 LF | 5.00000 22060.00| 6.10000 26913.20| 5.00000 22060.00 Silt Fence, Type A | | | 0810 665O001 4412.000 LF | 1.00000 4412.00| 1.10000 4853.20| 2.00000 8824.00 Silt Fence Removal | | | 0820 665Q001 300.000 LF | 7.00000 2100.00| 10.00000 3000.00| 12.00000 3600.00 20 Inch Wattle | | | 0830 666A001 4.000 ACRE| 1.00000 4.00| 33.00000 132.00| 500.00000 2000.00 Pest Control Treatment | | | 0840 672B000 40.000 LB | 15.00000 600.00| 15.00000 600.00| 100.00000 4000.00 Flocculant Powder | | | 0850 674A000 150.000 LF | 4.00000 600.00| 10.00000 1500.00| 5.00000 750.00 Construction Safety Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060929007 COUNTIES : CLARKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 01007 |NEWELL & BUSH, INC. |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 680A000 LUMP| 22000.00000 22000.00| 45500.00000 45500.00| 29000.00000 29000.00 Engineering Controls | | | 0870 701A028 1.000 MILE| 2700.00000 2700.00| 2750.00000 2750.00| 2500.00000 2500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0880 701A046 1.000 MILE| 1700.00000 1700.00| 1650.00000 1650.00| 1500.00000 1500.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0890 701A048 1.000 MILE| 2700.00000 2700.00| 2750.00000 2750.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0900 701C002 1.000 MILE| 900.00000 900.00| 825.00000 825.00| 750.00000 750.00 Broken Temporary Traffic Stripe (Paint) | | | 0910 701C003 9.000 MILE| 900.00000 8100.00| 880.00000 7920.00| 800.00000 7200.00 Solid Temporary Traffic Stripe (Paint) | | | 0920 701C005 1.000 MILE| 9000.00000 9000.00| 8500.00000 8500.00| 8500.00000 8500.00 Solid Temporary Traffic Stripe (Tape) | | | 0930 701G125 330.000 LF | 5.25000 1732.50| 5.50000 1815.00| 5.00000 1650.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0940 701G129 165.000 LF | 5.25000 866.25| 5.50000 907.50| 5.00000 825.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0950 705A011 470.000 EACH| 7.00000 3290.00| 6.60000 3102.00| 6.00000 2820.00 Pavement Markers, Class C, Type 1-A | | | 0960 705A023 118.000 EACH| 7.00000 826.00| 6.60000 778.80| 6.00000 708.00 Pavement Markers, Class C, Type 2-D | | | 0970 705A032 5.000 EACH| 10.00000 50.00| 11.00000 55.00| 10.00000 50.00 Pavement Markers, Class A-H, Type 1-B | | | 0980 705A037 40.000 EACH| 10.00000 400.00| 11.00000 440.00| 10.00000 400.00 Pavement Markers, Class A-H, Type 2-D | | | 0990 707B010 4.000 EACH| 30.00000 120.00| 50.00000 200.00| 250.00000 1000.00 Type B Hazard Marker Installation | | | (Temporary) | | | 1000 740B000 503.000 SQFT| 12.00000 6036.00| 12.00000 6036.00| 9.50000 4778.50 Construction Signs | | | 1010 740D000 100.000 EACH| 75.00000 7500.00| 50.00000 5000.00| 70.00000 7000.00 Channelizing Drums | | | 1020 740E000 75.000 EACH| 75.00000 5625.00| 10.00000 750.00| 12.00000 900.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20060929007 COUNTIES : CLARKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 01007 |NEWELL & BUSH, INC. |MCINNIS, LLC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 740F002 8.000 EACH| 250.00000 2000.00| 400.00000 3200.00| 250.00000 2000.00 Barricades, Type III | | | 1040 740I005 2.000 EACH| 250.00000 500.00| 500.00000 1000.00| 580.00000 1160.00 Warning Lights, Type B (Detachable Head | | | 1050 740L005 50.000 EACH| 45.00000 2250.00| 100.00000 5000.00| 60.00000 3000.00 Vertical Panel, Type I (Double-Sided) | | | 1060 740M001 75.000 EACH| 7.00000 525.00| 1.00000 75.00| 8.00000 600.00 Ballast For Cone | | | 1070 740O000 1.000 EACH| 6500.00000 6500.00| 7500.00000 7500.00| 0.00000 0.00 Pilot Car | | | 1080 998A000 LUMP| 18000.00000 18000.00| 6600.00000 6600.00| 6000.00000 6000.00 Construction Fuel (Maximum Bid Limited | | | To $ 105,000.00) | | | SECTION TOTALS | $ 2,166,612.35| $ 2,227,331.00| $ 2,270,175.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,166,612.35| $ 2,227,331.00| $ 2,270,175.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20060929009 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-BRZ-0200(210) for constructing the Bridge Replacements (2 Precast) on Dyas BRZ-0200(211) Road at Bushy Creek and a tributary to Bushy Creek southeast of Dyas. Length 0.044 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 999,144.90 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 1,023,565.51 102.4442% 3 13036 THE MORRIS GROUP, INC. $ 1,267,099.40 126.8184% 4 14008 NEWELL & BUSH, INC. $ 1,625,490.00 162.6881% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060929009 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 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 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) ( Approx.| | | 1 Acre) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 78850.00000 78850.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 16+54.00 | | | 0030 206A001 LUMP| 25000.00000 25000.00| 78850.00000 78850.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 6+57 | | | 0040 210A000 303.000 CUYD| 30.00000 9090.00| 5.00000 1515.00| 11.00000 3333.00 Unclassified Excavation | | | 0050 502A001 11214.000 LB | 1.50000 16821.00| 1.50000 16821.00| 1.10000 12335.40 Steel Reinforcement (Grade 60) | | | 0060 505A015 3.000 EACH| 4500.00000 13500.00| 5000.00000 15000.00| 6000.00000 18000.00 Concrete Test Piles (14 Inches Square) | | | 0070 505A017 1.000 EACH| 10000.00000 10000.00| 7500.00000 7500.00| 9000.00000 9000.00 Concrete Test Piles (18 Inches Square) | | | 0080 505B045 3.000 EACH| 7500.00000 22500.00| 5000.00000 15000.00| 12500.00000 37500.00 Static Loading Tests (14 Inches Square) | | | 0090 505B047 1.000 EACH| 15000.00000 15000.00| 7500.00000 7500.00| 12500.00000 12500.00 Static Loading Tests (18 Inches Square) | | | 0100 505N000 2058.000 LF | 40.00000 82320.00| 44.40000 91375.20| 83.00000 170814.00 Concrete Piling Furnished (14 Inches | | | Square) | | | 0110 505N002 1080.000 LF | 55.00000 59400.00| 61.00000 65880.00| 103.00000 111240.00 Concrete Piling Furnished (18 Inches | | | Square) | | | 0120 505O000 2058.000 LF | 5.00000 10290.00| 1.00000 2058.00| 5.00000 10290.00 Concrete Piling Driven (14 Inches | | | Square) | | | 0130 505O002 1080.000 LF | 5.00000 5400.00| 1.00000 1080.00| 5.00000 5400.00 Concrete Piling Driven (18 Inches | | | Square) | | | 0140 507A000 2.000 EACH| 7000.00000 14000.00| 3500.00000 7000.00| 9100.00000 18200.00 Wire Rope Abutment Anchor Assembly | | | 0150 507A002 2.000 EACH| 7000.00000 14000.00| 4000.00000 8000.00| 9100.00000 18200.00 Wire Rope Abutment Anchor Assembly | | | (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060929009 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 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 510A000 64.000 CUYD| 500.00000 32000.00| 500.00000 32000.00| 610.00000 39040.00 Bridge Substructure Concrete, Class A | | | 0170 511A000 108.000 EACH| 125.00000 13500.00| 100.00000 10800.00| 62.00000 6696.00 Elastomeric Bearings, Type 1 | | | 0180 512C004 49.000 EACH| 4800.00000 235200.00| 4665.00000 228585.00| 3480.00000 170520.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 14.000 EACH| 4800.00000 67200.00| 4835.00000 67690.00| 3630.00000 50820.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512D002 8.000 EACH| 4950.00000 39600.00| 5130.00000 41040.00| 3610.00000 28880.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 6.000 EACH| 4950.00000 29700.00| 5175.00000 31050.00| 3650.00000 21900.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512E000 24.000 EACH| 700.00000 16800.00| 280.00000 6720.00| 450.00000 10800.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0230 512E013 12.000 EACH| 700.00000 8400.00| 435.00000 5220.00| 490.00000 5880.00 Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0240 512E014 8.000 EACH| 700.00000 5600.00| 530.00000 4240.00| 580.00000 4640.00 Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0250 512F002 8.000 EACH| 1000.00000 8000.00| 930.00000 7440.00| 550.00000 4400.00 Precast Concrete Wing Panels, Type W3 | | | 0260 512F003 12.000 EACH| 1000.00000 12000.00| 490.00000 5880.00| 390.00000 4680.00 Precast Concrete Wing Panels, Type W1 | | | (Modified) | | | 0270 512G000 4.000 EACH| 1000.00000 4000.00| 665.00000 2660.00| 630.00000 2520.00 Precast Concrete Abutment Wing Cap | | | Panels | | | 0280 512G001 4.000 EACH| 1000.00000 4000.00| 585.00000 2340.00| 630.00000 2520.00 Precast Concrete Abutment Wing Cap | | | Panels (Special) | | | 0290 600A000 LUMP| 106231.90000 106231.90| 104146.36000 104146.36| 304500.00000 304500.00 Mobilization | | | 0300 602A000 10.000 EACH| 200.00000 2000.00| 250.00000 2500.00| 200.00000 2000.00 Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060929009 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 610C001 608.000 TON | 49.50000 30096.00| 42.65000 25931.20| 50.00000 30400.00 Loose Riprap, Class 2 | | | 0320 610D002 453.000 SQYD| 5.00000 2265.00| 2.50000 1132.50| 3.00000 1359.00 Filter Blanket, Geotextile (Non-Woven) | | | 0330 630C003 8.000 EACH| 1700.00000 13600.00| 1375.00000 11000.00| 1375.00000 11000.00 Guardrail End Anchor, Type 13 | | | 0340 630C050 4.000 EACH| 2050.00000 8200.00| 1900.00000 7600.00| 1900.00000 7600.00 Guardrail End Anchor, Type 20 Series | | | 0350 630C070 4.000 EACH| 1925.00000 7700.00| 1750.00000 7000.00| 1750.00000 7000.00 Guardrail End Anchor, Type 10 Series | | | 0360 665F000 154.000 EACH| 6.00000 924.00| 9.00000 1386.00| 7.00000 1078.00 Hay Bales | | | 0370 665J000 882.000 LF | 3.50000 3087.00| 5.00000 4410.00| 3.00000 2646.00 Silt Fence, Type A | | | 0380 680A000 LUMP| 15000.00000 15000.00| 8000.00000 8000.00| 20000.00000 20000.00 Engineering Controls | | | 0390 740B000 171.000 SQFT| 8.00000 1368.00| 7.75000 1325.25| 8.00000 1368.00 Construction Signs | | | 0400 740F002 8.000 EACH| 200.00000 1600.00| 180.00000 1440.00| 180.00000 1440.00 Barricades, Type III | | | 0410 740I005 8.000 EACH| 225.00000 1800.00| 200.00000 1600.00| 200.00000 1600.00 Warning Lights, Type B (Detachable Head | | | 0420 998A000 LUMP| 2952.00000 2952.00| 0.00000 0.00| 1000.00000 1000.00 Construction Fuel (Maximum Bid Limited | | | To $ 30,000.00) | | | SECTION TOTALS | $ 999,144.90| $ 1,023,565.51| $ 1,267,099.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 999,144.90| $ 1,023,565.51| $ 1,267,099.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060929009 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) ( Approx.| | | 1 Acre) | | | 0020 206A000 LUMP| 150000.00000 150000.00| | Removal Of Old Bridge, Station 16+54.00 | | | 0030 206A001 LUMP| 150000.00000 150000.00| | Removal Of Old Bridge, Station 6+57 | | | 0040 210A000 303.000 CUYD| 25.00000 7575.00| | Unclassified Excavation | | | 0050 502A001 11214.000 LB | 2.50000 28035.00| | Steel Reinforcement (Grade 60) | | | 0060 505A015 3.000 EACH| 20000.00000 60000.00| | Concrete Test Piles (14 Inches Square) | | | 0070 505A017 1.000 EACH| 30000.00000 30000.00| | Concrete Test Piles (18 Inches Square) | | | 0080 505B045 3.000 EACH| 20000.00000 60000.00| | Static Loading Tests (14 Inches Square) | | | 0090 505B047 1.000 EACH| 28000.00000 28000.00| | Static Loading Tests (18 Inches Square) | | | 0100 505N000 2058.000 LF | 60.00000 123480.00| | Concrete Piling Furnished (14 Inches | | | Square) | | | 0110 505N002 1080.000 LF | 175.00000 189000.00| | Concrete Piling Furnished (18 Inches | | | Square) | | | 0120 505O000 2058.000 LF | 8.00000 16464.00| | Concrete Piling Driven (14 Inches | | | Square) | | | 0130 505O002 1080.000 LF | 10.00000 10800.00| | Concrete Piling Driven (18 Inches | | | Square) | | | 0140 507A000 2.000 EACH| 2000.00000 4000.00| | Wire Rope Abutment Anchor Assembly | | | 0150 507A002 2.000 EACH| 2000.00000 4000.00| | Wire Rope Abutment Anchor Assembly | | | (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060929009 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 510A000 64.000 CUYD| 700.00000 44800.00| | Bridge Substructure Concrete, Class A | | | 0170 511A000 108.000 EACH| 40.00000 4320.00| | Elastomeric Bearings, Type 1 | | | 0180 512C004 49.000 EACH| 3200.00000 156800.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 14.000 EACH| 3200.00000 44800.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512D002 8.000 EACH| 3800.00000 30400.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 6.000 EACH| 3500.00000 21000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512E000 24.000 EACH| 1000.00000 24000.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0230 512E013 12.000 EACH| 1000.00000 12000.00| | Precast Concrete Abutment Panels, Type | | | A3, 6'-1" Long | | | 0240 512E014 8.000 EACH| 1000.00000 8000.00| | Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0250 512F002 8.000 EACH| 1000.00000 8000.00| | Precast Concrete Wing Panels, Type W3 | | | 0260 512F003 12.000 EACH| 1000.00000 12000.00| | Precast Concrete Wing Panels, Type W1 | | | (Modified) | | | 0270 512G000 4.000 EACH| 1000.00000 4000.00| | Precast Concrete Abutment Wing Cap | | | Panels | | | 0280 512G001 4.000 EACH| 1000.00000 4000.00| | Precast Concrete Abutment Wing Cap | | | Panels (Special) | | | 0290 600A000 LUMP| 250000.00000 250000.00| | Mobilization | | | 0300 602A000 10.000 EACH| 550.00000 5500.00| | Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060929009 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 610C001 608.000 TON | 65.00000 39520.00| | Loose Riprap, Class 2 | | | 0320 610D002 453.000 SQYD| 4.00000 1812.00| | Filter Blanket, Geotextile (Non-Woven) | | | 0330 630C003 8.000 EACH| 3000.00000 24000.00| | Guardrail End Anchor, Type 13 | | | 0340 630C050 4.000 EACH| 2100.00000 8400.00| | Guardrail End Anchor, Type 20 Series | | | 0350 630C070 4.000 EACH| 1900.00000 7600.00| | Guardrail End Anchor, Type 10 Series | | | 0360 665F000 154.000 EACH| 25.00000 3850.00| | Hay Bales | | | 0370 665J000 882.000 LF | 4.50000 3969.00| | Silt Fence, Type A | | | 0380 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0390 740B000 171.000 SQFT| 15.00000 2565.00| | Construction Signs | | | 0400 740F002 8.000 EACH| 275.00000 2200.00| | Barricades, Type III | | | 0410 740I005 8.000 EACH| 200.00000 1600.00| | Warning Lights, Type B (Detachable Head | | | 0420 998A000 LUMP| 30000.00000 30000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 30,000.00) | | | SECTION TOTALS | $ 1,625,490.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,625,490.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20060929010 COUNTIES : ETOWAH LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-2800(210) for constructing the Bridge Replacement (Bridge Culvert) on Coats Bend Road at Turkeytown Creek at Sonoma. Length 0.009 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 243,339.95 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 259,877.20 106.7959% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060929010 COUNTIES : ETOWAH LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 16032 |( ) |MCCARTNEY CONSTRUCTION CO., |PRICHARD CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 8000.00000 8000.00| 40000.00000 40000.00| Removal Of Old Bridge, Station 5+52.00 | | | 0020 214A000 340.000 CUYD| 20.00000 6800.00| 20.00000 6800.00| Structure Excavation | | | 0030 214B001 151.000 CUYD| 44.00000 6644.00| 35.00000 5285.00| Foundation Backfill, Commercial | | | 0040 502A000 34539.000 LB | 1.05000 36265.95| 0.80000 27631.20| Steel Reinforcement | | | 0050 524A011 238.000 CUYD| 630.00000 149940.00| 500.00000 119000.00| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 17685.00000 17685.00| 25000.00000 25000.00| Mobilization | | | 0070 610C001 110.000 TON | 35.00000 3850.00| 38.00000 4180.00| Loose Riprap, Class 2 | | | 0080 610D000 190.000 SQYD| 8.00000 1520.00| 8.00000 1520.00| Filter Blanket | | | 0090 665F000 100.000 EACH| 15.00000 1500.00| 10.00000 1000.00| Hay Bales | | | 0100 665J000 200.000 LF | 5.00000 1000.00| 12.00000 2400.00| Silt Fence, Type A | | | 0110 680A000 LUMP| 4600.00000 4600.00| 15000.00000 15000.00| Engineering Controls | | | 0120 740B000 188.000 SQFT| 13.00000 2444.00| 12.00000 2256.00| Construction Signs | | | 0130 740C000 7.000 SQFT| 13.00000 91.00| 15.00000 105.00| Special Construction Signs | | | 0140 740F002 8.000 EACH| 300.00000 2400.00| 300.00000 2400.00| Barricades, Type III | | | 0150 740I005 4.000 EACH| 150.00000 600.00| 450.00000 1800.00| Warning Lights, Type B (Detachable Head | | | 0160 998A000 LUMP| 0.00000 0.00| 5500.00000 5500.00| Construction Fuel (Maximum Bid Limited | | | To $ 6,500.00) | | | SECTION TOTALS | $ 243,339.95| $ 259,877.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 243,339.95| $ 259,877.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20060929011 COUNTIES : LAWRENCE LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BRZ-4000(216) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on CR-7 at Town Creek north of Youngstown. Length 0.170 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 367,411.55 100.0000% 2 02011 BROOKS & SON CONSTRUCTION $ 397,436.00 108.1719% 3 18063 RUTHERFORD CONTRACTING, INC. $ 397,527.00 108.1967% 4 20011 TRI-COUNTY CONSTRUCTION, INC. $ 478,297.00 130.1802% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20060929011 COUNTIES : LAWRENCE LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 02011 |( 3 ) 18063 |B. H. CRAIG CONSTRUCTION CO |BROOKS & SON CONSTRUCTION |RUTHERFORD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 6960.00000 6960.00| 8000.00000 8000.00| 8000.00000 8000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approx. | | | 2 Acres) | | | 0020 206A000 LUMP| 4640.00000 4640.00| 20000.00000 20000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 4+36.50 | | | 0030 210A000 2208.000 CUYD| 4.65000 10267.20| 15.00000 33120.00| 10.00000 22080.00 Unclassified Excavation | | | 0040 210D001 5142.000 CUYD| 6.40000 32908.80| 9.50000 48849.00| 10.00000 51420.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 210F001 641.000 TON | 20.00000 12820.00| 25.00000 16025.00| 20.00000 12820.00 Borrow Excavation (Underwater | | | Embankment) | | | 0060 214A000 363.000 CUYD| 25.00000 9075.00| 45.00000 16335.00| 20.00000 7260.00 Structure Excavation | | | 0070 214B001 158.000 CUYD| 26.00000 4108.00| 25.00000 3950.00| 30.00000 4740.00 Foundation Backfill, Commercial | | | 0080 230A000 9.000 RBST| 232.00000 2088.00| 375.00000 3375.00| 450.00000 4050.00 Roadbed Processing | | | 0090 301A012 2476.000 SQYD| 3.95000 9780.20| 6.50000 16094.00| 6.50000 16094.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 2476.000 SQYD| 1.45000 3590.20| 2.50000 6190.00| 1.50000 3714.00 Bituminous Treatment A | | | 0110 405A000 66.000 GAL | 2.35000 155.10| 4.00000 264.00| 2.00000 132.00 Tack Coat | | | 0120 429A200 153.000 TON | 83.50000 12775.50| 75.00000 11475.00| 110.00000 16830.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 287.000 TON | 81.20000 23304.40| 75.00000 21525.00| 80.00000 22960.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 35080.000 LB | 0.70000 24556.00| 0.75000 26310.00| 0.90000 31572.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20060929011 COUNTIES : LAWRENCE LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 02011 |( 3 ) 18063 |B. H. CRAIG CONSTRUCTION CO |BROOKS & SON CONSTRUCTION |RUTHERFORD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A011 230.000 CUYD| 384.00000 88320.00| 375.00000 86250.00| 500.00000 115000.00 Culvert Concrete (Cast In Place) | | | 0160 535A080 68.000 LF | 65.00000 4420.00| 23.00000 1564.00| 50.00000 3400.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0170 600A000 LUMP| 82250.00000 82250.00| 8000.00000 8000.00| 15500.00000 15500.00 Mobilization | | | 0180 610C001 80.000 TON | 19.50000 1560.00| 25.00000 2000.00| 25.00000 2000.00 Loose Riprap, Class 2 | | | 0190 610D000 110.000 SQYD| 3.25000 357.50| 4.00000 440.00| 5.00000 550.00 Filter Blanket | | | 0200 619A101 2.000 EACH| 800.00000 1600.00| 375.00000 750.00| 600.00000 1200.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 650A000 660.000 CUYD| 10.45000 6897.00| 8.25000 5445.00| 10.00000 6600.00 Topsoil | | | 0220 652A100 2.000 ACRE| 928.00000 1856.00| 950.00000 1900.00| 625.00000 1250.00 Seeding | | | 0230 656A010 2.000 ACRE| 928.00000 1856.00| 950.00000 1900.00| 625.00000 1250.00 Mulching | | | 0240 665F000 30.000 EACH| 11.60000 348.00| 10.00000 300.00| 10.00000 300.00 Hay Bales | | | 0250 665I000 20.000 TON | 19.50000 390.00| 25.00000 500.00| 30.00000 600.00 Temporary Riprap, Class 2 | | | 0260 665J000 1120.000 LF | 3.80000 4256.00| 4.50000 5040.00| 5.00000 5600.00 Silt Fence, Type A | | | 0270 665O001 1120.000 LF | 1.75000 1960.00| 3.50000 3920.00| 1.50000 1680.00 Silt Fence Removal | | | 0280 680A000 LUMP| 6000.00000 6000.00| 5000.00000 5000.00| 20000.00000 20000.00 Engineering Controls | | | 0290 701A004 1.000 MILE| 1100.00000 1100.00| 550.00000 550.00| 600.00000 600.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0300 701A012 1.000 MILE| 1100.00000 1100.00| 550.00000 550.00| 600.00000 600.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0310 703A002 80.000 SQFT| 11.00000 880.00| 5.00000 400.00| 12.00000 960.00 Traffic Control Markings, Class 2, Type | | | A | | | 0320 740B000 151.000 SQFT| 8.15000 1230.65| 15.00000 2265.00| 15.00000 2265.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20060929011 COUNTIES : LAWRENCE LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 02011 |( 3 ) 18063 |B. H. CRAIG CONSTRUCTION CO |BROOKS & SON CONSTRUCTION |RUTHERFORD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740F002 10.000 EACH| 220.40000 2204.00| 360.00000 3600.00| 250.00000 2500.00 Barricades, Type III | | | 0340 740I005 5.000 EACH| 359.60000 1798.00| 310.00000 1550.00| 500.00000 2500.00 Warning Lights, Type B (Detachable Head | | | 0350 998A000 LUMP| 0.00000 0.00| 34000.00000 34000.00| 1500.00000 1500.00 Construction Fuel (Maximum Bid Limited | | | To $ 34,000.00) | | | SECTION TOTALS | $ 367,411.55| $ 397,436.00| $ 397,527.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 367,411.55| $ 397,436.00| $ 397,527.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20060929011 COUNTIES : LAWRENCE LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approx. | | | 2 Acres) | | | 0020 206A000 LUMP| 20000.00000 20000.00| | Removal Of Old Bridge, Station 4+36.50 | | | 0030 210A000 2208.000 CUYD| 12.00000 26496.00| | Unclassified Excavation | | | 0040 210D001 5142.000 CUYD| 14.00000 71988.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 210F001 641.000 TON | 25.00000 16025.00| | Borrow Excavation (Underwater | | | Embankment) | | | 0060 214A000 363.000 CUYD| 18.00000 6534.00| | Structure Excavation | | | 0070 214B001 158.000 CUYD| 29.00000 4582.00| | Foundation Backfill, Commercial | | | 0080 230A000 9.000 RBST| 750.00000 6750.00| | Roadbed Processing | | | 0090 301A012 2476.000 SQYD| 9.00000 22284.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 2476.000 SQYD| 3.00000 7428.00| | Bituminous Treatment A | | | 0110 405A000 66.000 GAL | 2.00000 132.00| | Tack Coat | | | 0120 429A200 153.000 TON | 140.00000 21420.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 287.000 TON | 110.00000 31570.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 35080.000 LB | 1.00000 35080.00| | Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20060929011 COUNTIES : LAWRENCE LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A011 230.000 CUYD| 500.00000 115000.00| | Culvert Concrete (Cast In Place) | | | 0160 535A080 68.000 LF | 32.00000 2176.00| | 18" Side Drain Pipe (Class 3 R.C.) | | | 0170 600A000 LUMP| 25000.00000 25000.00| | Mobilization | | | 0180 610C001 80.000 TON | 25.00000 2000.00| | Loose Riprap, Class 2 | | | 0190 610D000 110.000 SQYD| 5.00000 550.00| | Filter Blanket | | | 0200 619A101 2.000 EACH| 650.00000 1300.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 650A000 660.000 CUYD| 15.00000 9900.00| | Topsoil | | | 0220 652A100 2.000 ACRE| 1250.00000 2500.00| | Seeding | | | 0230 656A010 2.000 ACRE| 1250.00000 2500.00| | Mulching | | | 0240 665F000 30.000 EACH| 25.00000 750.00| | Hay Bales | | | 0250 665I000 20.000 TON | 35.00000 700.00| | Temporary Riprap, Class 2 | | | 0260 665J000 1120.000 LF | 8.00000 8960.00| | Silt Fence, Type A | | | 0270 665O001 1120.000 LF | 3.00000 3360.00| | Silt Fence Removal | | | 0280 680A000 LUMP| 15000.00000 15000.00| | Engineering Controls | | | 0290 701A004 1.000 MILE| 1800.00000 1800.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0300 701A012 1.000 MILE| 1800.00000 1800.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0310 703A002 80.000 SQFT| 5.00000 400.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0320 740B000 151.000 SQFT| 12.00000 1812.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20060929011 COUNTIES : LAWRENCE LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 20011 |( ) |( ) |TRI-COUNTY CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740F002 10.000 EACH| 300.00000 3000.00| | Barricades, Type III | | | 0340 740I005 5.000 EACH| 500.00000 2500.00| | Warning Lights, Type B (Detachable Head | | | 0350 998A000 LUMP| 3000.00000 3000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 34,000.00) | | | SECTION TOTALS | $ 478,297.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 478,297.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20060929012 COUNTIES : WASHINGTON LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BRZ-6500(205) for constructing the Bridge Replacement (Precast) on CR-6 at Roberts Creek southeast of Wagerville. Length 0.012 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 234,999.00 100.0000% 2 13099 MCINNIS, LLC $ 296,245.00 126.0622% 3 14008 NEWELL & BUSH, INC. $ 301,194.50 128.1684% 4 13021 MURPHREE BRIDGE CORPORATION $ 307,219.74 130.7324% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060929012 COUNTIES : WASHINGTON LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 14008 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 28000.00000 28000.00| 22000.00000 22000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 141+83.0 | | | 0020 502A001 55.000 LB | 1.00000 55.00| 1.00000 55.00| 0.55000 30.25 Steel Reinforcement (Grade 60) | | | 0030 505A032 2.000 EACH| 500.00000 1000.00| 2000.00000 4000.00| 2000.00000 4000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0040 505B102 2.000 EACH| 500.00000 1000.00| 2000.00000 4000.00| 2000.00000 4000.00 Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0050 505M002 1595.000 LF | 35.00000 55825.00| 40.00000 63800.00| 42.00000 66990.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0060 507A000 2.000 EACH| 1800.00000 3600.00| 3000.00000 6000.00| 1800.00000 3600.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 8.000 CUYD| 400.00000 3200.00| 500.00000 4000.00| 650.00000 5200.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 33.000 EACH| 100.00000 3300.00| 100.00000 3300.00| 60.00000 1980.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 2800.00000 5600.00| 4000.00000 8000.00| 3200.00000 6400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 1.000 EACH| 3200.00000 3200.00| 4000.00000 4000.00| 4000.00000 4000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0110 512C004 12.000 EACH| 3000.00000 36000.00| 4000.00000 48000.00| 3200.00000 38400.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 4.000 EACH| 3100.00000 12400.00| 4000.00000 16000.00| 3400.00000 13600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 4.000 EACH| 3000.00000 12000.00| 4000.00000 16000.00| 3600.00000 14400.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0140 512E002 24.000 EACH| 600.00000 14400.00| 700.00000 16800.00| 600.00000 14400.00 Precast Concrete Abutment Panels, Type | | | A3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060929012 COUNTIES : WASHINGTON LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 14008 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512F002 12.000 EACH| 800.00000 9600.00| 1000.00000 12000.00| 725.00000 8700.00 Precast Concrete Wing Panels, Type W3 | | | 0160 512G000 4.000 EACH| 600.00000 2400.00| 750.00000 3000.00| 630.00000 2520.00 Precast Concrete Abutment Wing Cap | | | Panels | | | 0170 600A000 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 30000.00000 30000.00 Mobilization | | | 0180 610C001 246.000 TON | 40.00000 9840.00| 50.00000 12300.00| 42.00000 10332.00 Loose Riprap, Class 2 | | | 0190 610D003 194.000 SQYD| 3.50000 679.00| 5.00000 970.00| 2.50000 485.00 Filter Blanket, Geotextile | | | 0200 630C003 4.000 EACH| 1350.00000 5400.00| 2500.00000 10000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0210 630C050 4.000 EACH| 1900.00000 7600.00| 2500.00000 10000.00| 2100.00000 8400.00 Guardrail End Anchor, Type 20 Series | | | 0220 665F000 60.000 EACH| 3.75000 225.00| 10.00000 600.00| 25.00000 1500.00 Hay Bales | | | 0230 665J000 340.000 LF | 4.00000 1360.00| 10.00000 3400.00| 4.50000 1530.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 5000.00000 5000.00 Engineering Controls | | | 0250 740B000 141.000 SQFT| 15.00000 2115.00| 20.00000 2820.00| 12.25000 1727.25 Construction Signs | | | 0260 740F002 8.000 EACH| 400.00000 3200.00| 500.00000 4000.00| 275.00000 2200.00 Barricades, Type III | | | 0270 740I005 4.000 EACH| 500.00000 2000.00| 300.00000 1200.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | 0280 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 8,500.00) | | | SECTION TOTALS | $ 234,999.00| $ 296,245.00| $ 301,194.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 234,999.00| $ 296,245.00| $ 301,194.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060929012 COUNTIES : WASHINGTON LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13021 |( ) |( ) |MURPHREE BRIDGE CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 18300.00000 18300.00| | Removal Of Old Bridge, Station 141+83.0 | | | 0020 502A001 55.000 LB | 2.00000 110.00| | Steel Reinforcement (Grade 60) | | | 0030 505A032 2.000 EACH| 2000.00000 4000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0040 505B102 2.000 EACH| 2000.00000 4000.00| | Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0050 505M002 1595.000 LF | 23.85000 38040.75| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0060 507A000 2.000 EACH| 3500.00000 7000.00| | Wire Rope Abutment Anchor Assembly | | | 0070 510A000 8.000 CUYD| 400.00000 3200.00| | Bridge Substructure Concrete, Class A | | | 0080 511A000 33.000 EACH| 100.00000 3300.00| | Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 4945.00000 9890.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 1.000 EACH| 5790.00000 5790.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0110 512C004 12.000 EACH| 5710.00000 68520.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 4.000 EACH| 5915.00000 23660.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 4.000 EACH| 6275.00000 25100.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0140 512E002 24.000 EACH| 640.00000 15360.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060929012 COUNTIES : WASHINGTON LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 13021 |( ) |( ) |MURPHREE BRIDGE CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512F002 12.000 EACH| 1140.00000 13680.00| | Precast Concrete Wing Panels, Type W3 | | | 0160 512G000 4.000 EACH| 715.00000 2860.00| | Precast Concrete Abutment Wing Cap | | | Panels | | | 0170 600A000 LUMP| 33188.99000 33188.99| | Mobilization | | | 0180 610C001 246.000 TON | 38.00000 9348.00| | Loose Riprap, Class 2 | | | 0190 610D003 194.000 SQYD| 2.50000 485.00| | Filter Blanket, Geotextile | | | 0200 630C003 4.000 EACH| 1350.00000 5400.00| | Guardrail End Anchor, Type 13 | | | 0210 630C050 4.000 EACH| 1900.00000 7600.00| | Guardrail End Anchor, Type 20 Series | | | 0220 665F000 60.000 EACH| 7.15000 429.00| | Hay Bales | | | 0230 665J000 340.000 LF | 5.50000 1870.00| | Silt Fence, Type A | | | 0240 680A000 LUMP| 3000.00000 3000.00| | Engineering Controls | | | 0250 740B000 141.000 SQFT| 8.00000 1128.00| | Construction Signs | | | 0260 740F002 8.000 EACH| 185.00000 1480.00| | Barricades, Type III | | | 0270 740I005 4.000 EACH| 120.00000 480.00| | Warning Lights, Type B (Detachable Head | | | 0280 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 8,500.00) | | | SECTION TOTALS | $ 307,219.74| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 307,219.74| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20060929014 COUNTIES : HALE LETTING DATE : 09/29/06 10:00 AM DIVISION : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EB-0025(508) for constructing the Planing, Resurfacing and Traffic Stripe on SR-25 from SR-69 (MP 53.348) in Greensboro to MP 54.448. Length 1.100 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 268,760.80 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 359,956.64 133.9320% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20060929014 COUNTIES : HALE LETTING DATE : 09/29/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 7.000 EACH| 150.00000 1050.00| 400.00000 2800.00| Mailbox Reset, Single | | | 0020 210D015 100.000 CUYD| 20.00000 2000.00| 37.00000 3700.00| Borrow Excavation (A-4) (Loose Truckbed | | | Measurement) | | | 0030 212A000 53.000 STA | 10.00000 530.00| 51.50000 2729.50| Machine Grading Shoulders | | | 0040 305B077 50.000 TON | 27.50000 1375.00| 75.00000 3750.00| Crushed Aggregate, Section 825, For | | | Miscellaneous Use 1" Down, | | | 0050 405A000 1366.000 GAL | 2.00000 2732.00| 1.80000 2458.80| Tack Coat | | | 0060 408A051 18761.000 SQYD| 0.80000 15008.80| 1.60000 30017.60| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 424A340 1977.000 TON | 65.00000 128505.00| 77.22000 152663.94| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424A343 200.000 TON | 85.00000 17000.00| 125.00000 25000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424A346 100.000 TON | 65.00000 6500.00| 85.85000 8585.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 424A349 175.000 TON | 87.00000 15225.00| 125.00000 21875.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424B648 223.000 TON | 87.00000 19401.00| 115.00000 25645.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0120 600A000 LUMP| 17000.00000 17000.00| 15000.00000 15000.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20060929014 COUNTIES : HALE LETTING DATE : 09/29/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 652A100 1.000 ACRE| 1500.00000 1500.00| 1575.00000 1575.00| Seeding | | | 0140 656A010 1.000 ACRE| 1500.00000 1500.00| 1575.00000 1575.00| Mulching | | | 0150 665J000 400.000 LF | 5.00000 2000.00| 5.25000 2100.00| Silt Fence, Type A | | | 0160 665O001 400.000 LF | 1.00000 400.00| 1.05000 420.00| Silt Fence Removal | | | 0170 665Q000 200.000 LF | 9.00000 1800.00| 9.45000 1890.00| 12 Inch Wattle | | | 0180 665Q001 200.000 LF | 12.00000 2400.00| 12.60000 2520.00| 20 Inch Wattle | | | 0190 701A028 2.000 MILE| 2000.00000 4000.00| 2120.00000 4240.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A048 3.000 MILE| 2250.00000 6750.00| 2390.00000 7170.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701C001 4.000 MILE| 750.00000 3000.00| 795.50000 3182.00| Solid Temporary Traffic Stripe | | | 0220 703A002 3054.000 SQFT| 3.50000 10689.00| 3.70000 11299.80| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 1200.000 SQFT| 1.50000 1800.00| 1.60000 1920.00| Temporary Traffic Control Markings | | | 0240 705A037 120.000 EACH| 10.00000 1200.00| 10.60000 1272.00| Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 560.000 SQFT| 8.00000 4480.00| 7.80000 4368.00| Construction Signs | | | 0260 740D000 230.000 EACH| 0.50000 115.00| 70.00000 16100.00| Channelizing Drums | | | 0270 740O000 1.000 EACH| 800.00000 800.00| 6100.00000 6100.00| Pilot Car | | | 0280 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 16,000.00) | | | SECTION TOTALS | $ 268,760.80| $ 359,956.64| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 268,760.80| $ 359,956.64| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20060929018 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ER-8100(516) for constructing the Shoulder Resurfacing on SR-182 from Pine Beach to SR-135 in Gulf Shores. Length 7.900 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 806,711.91 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 896,554.25 111.1369% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060929018 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2825.000 GAL | 2.08000 5876.00| 2.00000 5650.00| Tack Coat | | | 0020 408A052 6914.000 SQYD| 2.57000 17768.98| 1.50000 10371.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A360 6837.000 TON | 71.16000 486520.92| 75.00000 512775.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A363 750.000 TON | 123.72000 92790.00| 125.00000 93750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 428B000 77609.000 LF | 0.11000 8536.99| 0.05000 3880.45| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0060 430B040 500.000 TON | 36.63000 18315.00| 50.00000 25000.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0070 600A000 LUMP| 46689.87000 46689.87| 100000.00000 100000.00| Mobilization | | | 0080 641S500 12.000 EACH| 350.96000 4211.52| 315.00000 3780.00| Valve Box Reset | | | 0090 645K500 57.000 EACH| 613.30000 34958.10| 550.00000 31350.00| Manhole Frame And Cover Reset | | | 0100 701A028 29.000 MILE| 1775.00000 51475.00| 1870.00000 54230.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 703A002 1721.000 SQFT| 15.00000 25815.00| 15.80000 27191.80| Traffic Control Markings, Class 2, Type | | | A | | | 0120 740B000 661.000 SQFT| 12.25000 8097.25| 16.00000 10576.00| Construction Signs | | | 0130 740E000 250.000 EACH| 6.29000 1572.50| 16.00000 4000.00| Cones (36 Inches High) | | | 0140 740M001 250.000 EACH| 4.09000 1022.50| 16.00000 4000.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060929018 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 741C010 1.000 EACH| 3062.28000 3062.28| 10000.00000 10000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0160 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 33,000.00) | | | SECTION TOTALS | $ 806,711.91| $ 896,554.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 806,711.91| $ 896,554.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20060929022 COUNTIES : LOWNDES LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-4315(200) for constructing the Resurfacing and Traffic Stripe on CR-40 from the Whitehall city limits to CR-23 and from CR-29 to CR-54 east of Whitehall. Length 5.504 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 496,759.50 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 497,326.35 100.1141% 3 01023 ASPHALT CONTRACTORS, INC. $ 533,193.00 107.3342% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20060929022 COUNTIES : LOWNDES LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 01023 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 3200.000 CUYD| 7.95000 25440.00| 4.00000 12800.00| 12.50000 40000.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 405A000 4270.000 GAL | 1.90000 8113.00| 0.75000 3202.50| 1.40000 5978.00 Tack Coat | | | 0030 429A200 4600.000 TON | 54.35000 250010.00| 57.95000 266570.00| 59.25000 272550.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A204 162.000 TON | 72.00000 11664.00| 120.00000 19440.00| 60.00000 9720.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429A206 1390.000 TON | 58.00000 80620.00| 56.85000 79021.50| 57.00000 79230.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B212 630.000 TON | 57.75000 36382.50| 59.95000 37768.50| 58.75000 37012.50 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 33000.00000 33000.00| 33500.00000 33500.00| 43400.00000 43400.00 Mobilization | | | 0080 665F000 100.000 EACH| 5.00000 500.00| 10.22000 1022.00| 10.00000 1000.00 Hay Bales | | | 0090 665J000 200.000 LF | 10.00000 2000.00| 5.11000 1022.00| 5.00000 1000.00 Silt Fence, Type A | | | 0100 665O001 200.000 LF | 1.50000 300.00| 1.53000 306.00| 1.50000 300.00 Silt Fence Removal | | | 0110 701A030 11.000 MILE| 890.00000 9790.00| 909.27000 10001.97| 890.00000 9790.00 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0120 701A034 6.000 MILE| 890.00000 5340.00| 909.27000 5455.62| 890.00000 5340.00 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0130 701A044 5.000 MILE| 480.00000 2400.00| 490.39000 2451.95| 480.00000 2400.00 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20060929022 COUNTIES : LOWNDES LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 01023 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 8.000 MILE| 720.00000 5760.00| 735.59000 5884.72| 720.00000 5760.00 Broken Temporary Traffic Stripe | | | 0150 701C001 11.000 MILE| 780.00000 8580.00| 796.89000 8765.79| 780.00000 8580.00 Solid Temporary Traffic Stripe | | | 0160 703A004 220.000 SQFT| 4.00000 880.00| 4.09000 899.80| 4.00000 880.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0170 703B004 62.000 SQFT| 5.00000 310.00| 5.11000 316.82| 5.00000 310.00 Traffic Control Legends, Class 2T, Type | | | A | | | 0180 705A032 127.000 EACH| 5.00000 635.00| 5.11000 648.97| 5.00000 635.00 Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 366.000 EACH| 5.00000 1830.00| 5.11000 1870.26| 5.00000 1830.00 Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 515.000 SQFT| 7.00000 3605.00| 7.53000 3877.95| 8.50000 4377.50 Construction Signs | | | 0210 740O000 1.000 EACH| 9600.00000 9600.00| 2500.00000 2500.00| 3100.00000 3100.00 Pilot Car | | | 0220 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 23,000.00) | | | SECTION TOTALS | $ 496,759.50| $ 497,326.35| $ 533,193.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 496,759.50| $ 497,326.35| $ 533,193.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20060929026 COUNTIES : JACKSON LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-3602(200) for constructing the Resurfacing and Traffic Stripe on CR-47 from SR-35 to SR-71 in Dutton. Length 4.565 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 627,762.23 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 647,425.24 103.1322% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20060929026 COUNTIES : JACKSON LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 31.000 SQYD| 55.75000 1728.25| 150.00000 4650.00| Removing Concrete Driveway | | | 0020 206D001 200.000 LF | 1.10000 220.00| 1.10000 220.00| Removing Guardrail | | | 0030 206E008 8.000 EACH| 100.00000 800.00| 100.00000 800.00| Removing Guardrail End Anchor (All Type | | | 0040 305B077 2821.000 TON | 19.34000 54558.14| 19.20000 54163.20| Crushed Aggregate, Section 825, For | | | Miscellaneous Use Type B | | | 0050 401B108 58932.000 SQYD| 1.12000 66003.84| 1.12000 66003.84| Bituminous Treatment G (With Polymer | | | Additive) | | | 0060 405A000 1768.000 GAL | 2.57000 4543.76| 2.65000 4685.20| Tack Coat | | | 0070 408A052 192.000 SQYD| 9.77000 1875.84| 3.00000 576.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 429A221 5105.000 TON | 63.60000 324678.00| 62.70000 320083.50| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0090 429B227 500.000 TON | 58.45000 29225.00| 63.40000 31700.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 429C223 500.000 TON | 63.14000 31570.00| 63.40000 31700.00| Improved Bituminous Concrete Base Layer | | | Patching, 3/4" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0110 600A000 LUMP| 19500.00000 19500.00| 22000.00000 22000.00| Mobilization | | | 0120 630A004 174.000 LF | 37.50000 6525.00| 37.50000 6525.00| Steel Beam Guardrail, Class B, Type 2 | | | 0130 630C022 4.000 EACH| 2200.00000 8800.00| 2200.00000 8800.00| Guardrail End Anchor, Type Special | | | 0140 630C070 8.000 EACH| 1950.00000 15600.00| 1950.00000 15600.00| Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20060929026 COUNTIES : JACKSON LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 23009 |( ) |JACKSON PAVING & CONSTRUCTI |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A031 10.000 MILE| 1325.00000 13250.00| 1380.00000 13800.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 7.000 MILE| 1475.00000 10325.00| 1585.00000 11095.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 3.000 MILE| 850.00000 2550.00| 980.00000 2940.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 6.000 MILE| 800.00000 4800.00| 750.00000 4500.00| Broken Temporary Traffic Stripe | | | 0190 701C001 14.000 MILE| 850.00000 11900.00| 800.00000 11200.00| Solid Temporary Traffic Stripe | | | 0200 703A002 340.000 SQFT| 5.00000 1700.00| 5.00000 1700.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 705A032 102.000 EACH| 6.00000 612.00| 5.50000 561.00| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 447.000 EACH| 6.00000 2682.00| 5.50000 2458.50| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 258.000 SQFT| 11.30000 2915.40| 8.00000 2064.00| Construction Signs | | | 0240 740E000 100.000 EACH| 10.00000 1000.00| 10.00000 1000.00| Cones (36 Inches High) | | | 0250 740M001 100.000 EACH| 4.00000 400.00| 1.00000 100.00| Ballast For Cone | | | 0260 998A000 LUMP| 10000.00000 10000.00| 28500.00000 28500.00| Construction Fuel (Maximum Bid Limited | | | To $ 28,500.00) | | | SECTION TOTALS | $ 627,762.23| $ 647,425.24| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 627,762.23| $ 647,425.24| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20060929027 COUNTIES : LAMAR LETTING DATE : 09/29/06 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-3805(201) for constructing the Resurfacing and Traffic Stripe on CR-9 from the Mississippi state line to the Vernon city limit. Length 13.644 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,230,163.95 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20060929027 COUNTIES : LAMAR LETTING DATE : 09/29/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 23009 |( ) |S. T. BUNN CONSTRUCTION CO. |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 8100.000 CUYD| 10.33000 83673.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 212A000 1412.000 STA | 5.00000 7060.00| | Machine Grading Shoulders | | | 0030 405A000 4708.000 GAL | 2.00000 9416.00| | Tack Coat | | | 0040 408A052 6294.000 SQYD| 1.75000 11014.50| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 408A056 267.000 SQYD| 2.75000 734.25| | Planing Existing Pavement | | | (Approximately 5.10" Thru 6.0" Thick) | | | 0060 429A201 12975.000 TON | 65.77000 853365.75| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429A207 500.000 TON | 65.77000 32885.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 429C207 65.000 TON | 86.33000 5611.45| | Improved Bituminous Concrete Base Layer | | | Leveling, 3/4" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0090 600A000 LUMP| 53100.00000 53100.00| | Mobilization | | | 0100 630A001 475.000 LF | 35.00000 16625.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 18.000 EACH| 1890.00000 34020.00| | Guardrail End Anchor, Type 20 Series | | | 0120 652A100 20.000 ACRE| 800.00000 16000.00| | Seeding | | | 0130 656A010 10.000 ACRE| 700.00000 7000.00| | Mulching | | | 0140 665F000 60.000 EACH| 8.00000 480.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20060929027 COUNTIES : LAMAR LETTING DATE : 09/29/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 23009 |( ) |S. T. BUNN CONSTRUCTION CO. |WHITAKER CONTRACTING CORPOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 1158.000 LF | 5.50000 6369.00| | Silt Fence, Type A | | | 0160 665O001 1158.000 LF | 1.00000 1158.00| | Silt Fence Removal | | | 0170 701A030 27.000 MILE| 890.00000 24030.00| | Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0180 701A034 15.000 MILE| 890.00000 13350.00| | Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0190 701A044 9.000 MILE| 450.00000 4050.00| | Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0200 701C000 9.000 MILE| 720.00000 6480.00| | Broken Temporary Traffic Stripe | | | 0210 701C001 15.000 MILE| 780.00000 11700.00| | Solid Temporary Traffic Stripe | | | 0220 703A004 70.000 SQFT| 5.00000 350.00| | Traffic Control Markings, Class 2T, | | | Type A | | | 0230 740B000 249.000 SQFT| 8.00000 1992.00| | Construction Signs | | | 0240 740E000 50.000 EACH| 2.00000 100.00| | Cones (36 Inches High) | | | 0250 740M001 50.000 EACH| 2.00000 100.00| | Ballast For Cone | | | 0260 740O000 1.000 EACH| 2500.00000 2500.00| | Pilot Car | | | 0270 998A000 LUMP| 27000.00000 27000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 53,000.00) | | | SECTION TOTALS | $ 1,230,163.95| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,230,163.95| $ 647,425.24| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20060929028 COUNTIES : TALLAPOOSA LETTING DATE : 09/29/06 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-6210(200) for constructing the Resurfacing and Traffic Stripe on CR-42 from Dare Power Park at Lake Martin to CR-40 in Dadeville. Length 4.592 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 504,884.30 100.0000% 2 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 518,668.54 102.7302% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20060929028 COUNTIES : TALLAPOOSA LETTING DATE : 09/29/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 05024 |( ) |DUNN CONSTRUCTION CO., INC. |EAST RIVER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 53889.000 SQYD| 1.26250 68034.86| 1.16000 62511.24| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 3775.000 GAL | 2.26530 8551.51| 2.30000 8682.50| Tack Coat | | | 0030 429A220 4480.000 TON | 54.90570 245977.54| 57.31000 256748.80| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0040 429A226 500.000 TON | 62.39090 31195.45| 68.53000 34265.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0050 429B225 500.000 TON | 85.98410 42992.05| 90.00000 45000.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 430B043 1340.000 TON | 21.88420 29324.83| 19.16000 25674.40| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0070 600A000 LUMP| 14663.52280 14663.52| 29358.60000 29358.60| Mobilization | | | 0080 701A031 10.000 MILE| 1536.90410 15369.04| 1400.00000 14000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 10.000 MILE| 1756.46190 17564.62| 1600.00000 16000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 1.000 MILE| 1207.56740 1207.57| 1100.00000 1100.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 2.000 MILE| 658.67320 1317.35| 600.00000 1200.00| Broken Temporary Traffic Stripe | | | 0120 701C001 20.000 MILE| 768.45210 15369.04| 700.00000 14000.00| Solid Temporary Traffic Stripe | | | 0130 703A002 240.000 SQFT| 3.84230 922.15| 3.50000 840.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20060929028 COUNTIES : TALLAPOOSA LETTING DATE : 09/29/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 05024 |( ) |DUNN CONSTRUCTION CO., INC. |EAST RIVER CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 25.000 EACH| 6.14760 153.69| 5.60000 140.00| Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 580.000 EACH| 6.14760 3565.61| 5.60000 3248.00| Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 240.000 SQFT| 8.13180 1951.63| 10.00000 2400.00| Construction Signs | | | 0170 740O000 1.000 EACH| 6723.83830 6723.84| 3500.00000 3500.00| Pilot Car | | | 0180 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 25,000.00) | | | SECTION TOTALS | $ 504,884.30| $ 518,668.54| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 504,884.30| $ 518,668.54| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20060929031 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-002-059-018 for constructing the Shoulder Paving on SR-59 from just north of I-65 through Stockton to the Monroe county line. Length 28.249 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 816,826.10 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 955,599.00 116.9893% 3 08047 MIKE HOFFMAN'S EQUIPMENT SERVICE, INC. $ 1,120,862.05 137.2216% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060929031 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 08047 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |MIKE HOFFMAN'S EQUIPMENT SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D022 1000.000 CUYD| 10.65000 10650.00| 18.00000 18000.00| 14.50000 14500.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-2-4(0) Or A-4(0) | | | 0020 405A000 725.000 GAL | 3.58000 2595.50| 2.00000 1450.00| 5.98000 4335.50 Tack Coat | | | 0030 424B662 9250.000 TON | 61.28000 566840.00| 69.00000 638250.00| 81.44000 753320.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0040 428D001 277000.000 LF | 0.11000 30470.00| 0.06000 16620.00| 0.22000 60940.00 Scoring Bituminous Pavement Surface | | | Edge By Cutting(16 Inch Wide) | | | 0050 430B040 25.000 TON | 35.73000 893.25| 50.00000 1250.00| 66.80000 1670.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0060 600A000 LUMP| 23493.71000 23493.71| 85000.00000 85000.00| 80750.35000 80750.35 Mobilization | | | 0070 650A000 7000.000 CUYD| 14.14000 98980.00| 18.00000 126000.00| 16.19000 113330.00 Topsoil | | | 0080 652A100 20.000 ACRE| 800.00000 16000.00| 785.00000 15700.00| 432.44000 8648.80 Seeding | | | 0090 654A001 1000.000 SQYD| 5.00000 5000.00| 4.20000 4200.00| 5.63000 5630.00 Solid Sodding (Bermuda) | | | 0100 656A010 20.000 ACRE| 700.00000 14000.00| 500.00000 10000.00| 496.11000 9922.20 Mulching | | | 0110 659A028 2000.000 SQYD| 1.85000 3700.00| 2.10000 4200.00| 1.64000 3280.00 Rolled Erosion Control Product, Type | | | (1D) | | | 0120 665J000 3000.000 LF | 4.31000 12930.00| 3.50000 10500.00| 1.85000 5550.00 Silt Fence, Type A | | | 0130 665O001 3000.000 LF | 2.09000 6270.00| 0.50000 1500.00| 1.14000 3420.00 Silt Fence Removal | | | 0140 665Q001 600.000 LF | 11.88000 7128.00| 7.50000 4500.00| 7.34000 4404.00 20 Inch Wattle | | | 0150 666A001 20.000 ACRE| 50.00000 1000.00| 10.00000 200.00| 23.91000 478.20 Pest Control Treatment | | | 0160 740B000 420.000 SQFT| 12.08000 5073.60| 8.70000 3654.00| 13.38000 5619.60 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060929031 COUNTIES : BALDWIN LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 08047 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |MIKE HOFFMAN'S EQUIPMENT SERVIC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 740D000 110.000 EACH| 15.00000 1650.00| 50.00000 5500.00| 52.64000 5790.40 Channelizing Drums | | | 0180 740E000 125.000 EACH| 5.00000 625.00| 12.00000 1500.00| 23.56000 2945.00 Cones (36 Inches High) | | | 0190 740M001 125.000 EACH| 2.00000 250.00| 7.00000 875.00| 8.24000 1030.00 Ballast For Cone | | | 0200 740O000 1.000 EACH| 9277.04000 9277.04| 6700.00000 6700.00| 5917.00000 5917.00 Pilot Car | | | 0210 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 29381.00000 29381.00 Construction Fuel (Maximum Bid Limited | | | To $ 39,000.00) | | | SECTION TOTALS | $ 816,826.10| $ 955,599.00| $ 1,120,862.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 816,826.10| $ 955,599.00| $ 1,120,862.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20060929032 COUNTIES : CHEROKEE LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-010-025-002 for constructing the Intersection Improvements (Grade, Drainage and Pavement) on SR-283 (US-411) at SR-25 (US-411) in Centre. Length 0.558 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 499,545.85 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 588,745.08 117.8561% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20060929032 COUNTIES : CHEROKEE LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206C002 214.000 SQYD| 9.40000 2011.60| 16.80000 3595.20| Removing Concrete Slope Paving | | | 0030 206D000 69.000 LF | 10.40000 717.60| 12.00000 828.00| Removing Pipe | | | 0040 206E000 9.000 EACH| 150.00000 1350.00| 300.00000 2700.00| Removing Headwalls | | | 0050 210A000 1730.000 CUYD| 11.50000 19895.00| 16.80000 29064.00| Unclassified Excavation | | | 0060 210D001 1551.000 CUYD| 12.50000 19387.50| 18.00000 27918.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 108.000 CUYD| 16.00000 1728.00| 12.00000 1296.00| Structure Excavation | | | 0080 214B001 57.000 CUYD| 40.00000 2280.00| 36.00000 2052.00| Foundation Backfill, Commercial | | | 0090 260A000 5.000 CUYD| 400.00000 2000.00| 200.00000 1000.00| Cement Mortar Flowable Backfill, Mix 1 | | | 0100 301A012 2392.000 SQYD| 12.00000 28704.00| 12.50000 29900.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 3231.000 SQYD| 1.50000 4846.50| 0.77000 2487.87| Bituminous Treatment A | | | 0120 405A000 605.000 GAL | 2.50000 1512.50| 2.71000 1639.55| Tack Coat | | | 0130 408A052 5527.000 SQYD| 1.95000 10777.65| 4.00000 22108.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0140 424A361 1667.000 TON | 76.00000 126692.00| 71.92000 119890.64| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424B651 427.000 TON | 71.00000 30317.00| 70.89000 30270.03| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20060929032 COUNTIES : CHEROKEE LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B658 235.000 TON | 76.00000 17860.00| 91.10000 21408.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B681 427.000 TON | 71.00000 30317.00| 70.89000 30270.03| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 430B040 32.000 TON | 44.00000 1408.00| 100.00000 3200.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0190 530A001 60.000 LF | 43.00000 2580.00| 96.00000 5760.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0200 530A002 142.000 LF | 58.00000 8236.00| 120.00000 17040.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0210 535A080 51.000 LF | 60.00000 3060.00| 60.00000 3060.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0220 600A000 LUMP| 15000.00000 15000.00| 70436.83000 70436.83| Mobilization | | | 0230 602A000 4.000 EACH| 335.00000 1340.00| 200.00000 800.00| Right Of Way Markers | | | 0240 610C001 19.000 TON | 65.00000 1235.00| 48.00000 912.00| Loose Riprap, Class 2 | | | 0250 610D000 30.000 SQYD| 10.00000 300.00| 6.00000 180.00| Filter Blanket | | | 0260 614A000 4.000 CUYD| 1000.00000 4000.00| 500.00000 2000.00| Slope Paving | | | 0270 619A003 5.000 EACH| 1150.00000 5750.00| 1250.00000 6250.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0280 619A052 1.000 EACH| 1700.00000 1700.00| 1000.00000 1000.00| 18" Roadway Pipe End Treatment, Class 2 | | | 0290 619A053 1.000 EACH| 1950.00000 1950.00| 1000.00000 1000.00| 24" Roadway Pipe End Treatment, Class 2 | | | 0300 619A126 4.000 EACH| 1450.00000 5800.00| 1000.00000 4000.00| 18" Side Drain Pipe End Treatment, | | | Class 2 | | | 0310 620A000 1.000 CUYD| 1250.00000 1250.00| 1250.00000 1250.00| Minor Structure Concrete | | | 0320 621A000 4.000 EACH| 2650.00000 10600.00| 2000.00000 8000.00| Junction Boxes, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20060929032 COUNTIES : CHEROKEE LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 650A000 198.000 CUYD| 17.00000 3366.00| 24.00000 4752.00| Topsoil | | | 0340 650B000 427.000 CUYD| 17.00000 7259.00| 10.80000 4611.60| Topsoil From Stockpiles | | | 0350 652A100 3.000 ACRE| 1000.00000 3000.00| 667.20000 2001.60| Seeding | | | 0360 652C000 3.000 ACRE| 100.00000 300.00| 121.20000 363.60| Mowing | | | 0370 656A010 3.000 ACRE| 900.00000 2700.00| 667.20000 2001.60| Mulching | | | 0380 659A025 3297.000 SQYD| 2.00000 6594.00| 2.54000 8374.38| Rolled Erosion Control Product, Type | | | (1A) | | | 0390 665J000 3816.000 LF | 3.00000 11448.00| 4.80000 18316.80| Silt Fence, Type A | | | 0400 665O001 3816.000 LF | 2.00000 7632.00| 1.20000 4579.20| Silt Fence Removal | | | 0410 665Q001 230.000 LF | 9.75000 2242.50| 7.20000 1656.00| 20 Inch Wattle | | | 0420 666A001 3.000 ACRE| 60.00000 180.00| 30.00000 90.00| Pest Control Treatment | | | 0430 680A000 LUMP| 14500.00000 14500.00| 8000.00000 8000.00| Engineering Controls | | | 0440 701A028 2.000 MILE| 2000.00000 4000.00| 2424.00000 4848.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0450 701A032 3.000 MILE| 2250.00000 6750.00| 2727.00000 8181.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0460 701A041 1.000 MILE| 1200.00000 1200.00| 1454.40000 1454.40| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0470 701A046 1.000 MILE| 1200.00000 1200.00| 1454.40000 1454.40| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0480 701B009 423.000 LF | 2.00000 846.00| 2.42000 1023.66| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0490 701C000 1.000 MILE| 1000.00000 1000.00| 1212.00000 1212.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20060929032 COUNTIES : CHEROKEE LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 701C001 5.000 MILE| 1000.00000 5000.00| 1212.00000 6060.00| Solid Temporary Traffic Stripe | | | 0510 703A002 711.000 SQFT| 4.00000 2844.00| 4.85000 3448.35| Traffic Control Markings, Class 2, Type | | | A | | | 0520 703B002 45.000 SQFT| 5.00000 225.00| 6.06000 272.70| Traffic Control Legends, Class 2, Type | | | 0530 705A030 150.000 EACH| 5.50000 825.00| 6.67000 1000.50| Pavement Markers, Class A-H, Type 2-C | | | 0540 705A031 25.000 EACH| 5.50000 137.50| 6.67000 166.75| Pavement Markers, Class A-H, Type 1-A | | | 0550 705A032 183.000 EACH| 5.50000 1006.50| 6.67000 1220.61| Pavement Markers, Class A-H, Type 1-B | | | 0560 705A037 141.000 EACH| 5.50000 775.50| 6.67000 940.47| Pavement Markers, Class A-H, Type 2-D | | | 0570 705A038 91.000 EACH| 5.50000 500.50| 6.67000 606.97| Pavement Markers, Class A-H, Type 2-E | | | 0580 710A115 242.000 SQFT| 16.00000 3872.00| 18.44000 4462.48| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0590 710A126 11.000 SQFT| 17.00000 187.00| 20.04000 220.44| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0600 710B001 240.000 LF | 10.00000 2400.00| 10.81000 2594.40| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0610 740B000 895.000 SQFT| 10.00000 8950.00| 8.90000 7965.50| Construction Signs | | | 0620 740D000 200.000 EACH| 65.00000 13000.00| 66.14000 13228.00| Channelizing Drums | | | 0630 740E000 200.000 EACH| 5.00000 1000.00| 9.00000 1800.00| Cones (36 Inches High) | | | 0640 740F002 7.000 EACH| 260.00000 1820.00| 235.32000 1647.24| Barricades, Type III | | | 0650 740I005 3.000 EACH| 285.00000 855.00| 260.26000 780.78| Warning Lights, Type B (Detachable Head | | | 0660 740L005 75.000 EACH| 63.00000 4725.00| 57.24000 4293.00| Vertical Panel, Type I (Double-Sided) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20060929032 COUNTIES : CHEROKEE LETTING DATE : 09/29/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 740M001 200.000 EACH| 3.00000 600.00| 9.00000 1800.00| Ballast For Cone | | | 0680 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 22,500.00) | | | SECTION TOTALS | $ 499,545.85| $ 588,745.08| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 499,545.85| $ 588,745.08| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20060929034 COUNTIES : MOBILE LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : ST-069-000-016 for constructing the Drainage Corrections on SR-193 and SR-13 (US-43) at sites (2) as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20021 C. THORNTON, INC. $ 542,826.10 100.0000% 2 08047 MIKE HOFFMAN'S EQUIPMENT SERVICE, INC. $ 594,207.98 109.4656% 3 03104 CARCEL & G. CONSTRUCTION, LLC $ 669,689.00 123.3708% 4 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 701,257.75 129.1864% 5 23011 HOSEA O. WEAVER & SONS, INC. $ 772,348.55 142.2829% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060929034 COUNTIES : MOBILE LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 08047 |( 3 ) 03104 |C. THORNTON, INC. |MIKE HOFFMAN'S EQUIPMENT SE |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| 3749.24000 3749.24| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per | | | Acre)(Approximately 1 Acre) | | | 0020 206D000 1134.000 LF | 8.00000 9072.00| 7.46000 8459.64| 7.00000 7938.00 Removing Pipe | | | 0030 206D011 318.000 LF | 6.50000 2067.00| 3.16000 1004.88| 6.00000 1908.00 Removing Fence | | | 0040 206E000 6.000 EACH| 150.00000 900.00| 115.75000 694.50| 400.00000 2400.00 Removing Headwalls | | | 0050 206E001 3.000 EACH| 650.00000 1950.00| 294.25000 882.75| 400.00000 1200.00 Removing Inlets | | | 0060 210A000 1275.000 CUYD| 8.00000 10200.00| 9.65000 12303.75| 10.00000 12750.00 Unclassified Excavation | | | 0070 214A000 2051.000 CUYD| 8.00000 16408.00| 7.62000 15628.62| 10.00000 20510.00 Structure Excavation | | | 0080 214B000 1134.000 CUYD| 10.00000 11340.00| 12.76000 14469.84| 20.00000 22680.00 Foundation Backfill, Local | | | 0090 424A363 40.000 TON | 215.00000 8600.00| 239.80000 9592.00| 200.00000 8000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B655 55.000 TON | 125.00000 6875.00| 239.80000 13189.00| 100.00000 5500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B685 75.000 TON | 85.00000 6375.00| 239.80000 17985.00| 100.00000 7500.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 430B040 62.000 TON | 65.00000 4030.00| 65.35000 4051.70| 60.00000 3720.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0130 533A098 92.000 LF | 47.00000 4324.00| 36.32000 3341.44| 75.00000 6900.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0140 533A099 548.000 LF | 61.00000 33428.00| 44.80000 24550.40| 110.00000 60280.00 24" Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060929034 COUNTIES : MOBILE LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 08047 |( 3 ) 03104 |C. THORNTON, INC. |MIKE HOFFMAN'S EQUIPMENT SE |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 533A100 1144.000 LF | 75.00000 85800.00| 58.14000 66512.16| 120.00000 137280.00 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0160 533A101 256.000 LF | 96.00000 24576.00| 78.11000 19996.16| 125.00000 32000.00 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0170 533A348 16.000 LF | 50.00000 800.00| 45.53000 728.48| 100.00000 1600.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | (Extension) | | | 0180 533B099 304.000 LF | 74.00000 22496.00| 62.69000 19057.76| 110.00000 33440.00 29" Span, 18" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0190 535A080 132.000 LF | 50.00000 6600.00| 34.60000 4567.20| 60.00000 7920.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0200 535A085 140.000 LF | 61.00000 8540.00| 44.79000 6270.60| 65.00000 9100.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0210 535B088 48.000 LF | 62.00000 2976.00| 45.82000 2199.36| 80.00000 3840.00 22" Span, 14" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0220 600A000 LUMP| 50000.00000 50000.00| 67723.35000 67723.35| 50000.00000 50000.00 Mobilization | | | 0230 602C000 4.000 EACH| 175.00000 700.00| 388.18000 1552.72| 300.00000 1200.00 Permanent Easement Marker | | | 0240 610C001 168.000 TON | 75.00000 12600.00| 46.30000 7778.40| 65.00000 10920.00 Loose Riprap, Class 2 | | | 0250 610D003 132.000 SQYD| 4.50000 594.00| 1.99000 262.68| 4.00000 528.00 Filter Blanket, Geotextile | | | 0260 619A003 1.000 EACH| 675.00000 675.00| 767.36000 767.36| 1200.00000 1200.00 24" Roadway Pipe End Treatment, Class 1 | | | 0270 619A101 8.000 EACH| 785.00000 6280.00| 947.21000 7577.68| 1000.00000 8000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 619A102 7.000 EACH| 875.00000 6125.00| 1199.00000 8393.00| 1000.00000 7000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 619A128 1.000 EACH| 1250.00000 1250.00| 3489.10000 3489.10| 2000.00000 2000.00 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0300 619A129 1.000 EACH| 1550.00000 1550.00| 4004.67000 4004.67| 2500.00000 2500.00 36" Side Drain Pipe End Treatment, | | | Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060929034 COUNTIES : MOBILE LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 08047 |( 3 ) 03104 |C. THORNTON, INC. |MIKE HOFFMAN'S EQUIPMENT SE |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 619B116 2.000 EACH| 790.00000 1580.00| 767.36000 1534.72| 2500.00000 5000.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0320 619B117 1.000 EACH| 898.00000 898.00| 1079.10000 1079.10| 2500.00000 2500.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0330 620A000 4.000 CUYD| 900.00000 3600.00| 2362.04000 9448.16| 1000.00000 4000.00 Minor Structure Concrete | | | 0340 621A000 1.000 EACH| 4500.00000 4500.00| 4448.30000 4448.30| 5000.00000 5000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0350 621C109 12.000 EACH| 5200.00000 62400.00| 8716.75000 104601.00| 5000.00000 60000.00 Inlets, Type PD | | | 0351 621C110 2.000 EACH| 7200.00000 14400.00| 10719.08000 21438.16| 5000.00000 10000.00 Inlets, Type PD-6 | | | 0355 621D109 2.000 EACH| 600.00000 1200.00| 1522.74000 3045.48| 500.00000 1000.00 Inlet Units, Type PD | | | 0360 650A000 762.000 CUYD| 15.00000 11430.00| 17.59000 13403.58| 15.00000 11430.00 Topsoil | | | 0370 652A100 4.000 ACRE| 1000.00000 4000.00| 671.44000 2685.76| 1000.00000 4000.00 Seeding | | | 0380 654A003 1913.000 SQYD| 6.50000 12434.50| 5.40000 10330.20| 5.00000 9565.00 Solid Sodding (Centipede) | | | 0390 656A010 4.000 ACRE| 1000.00000 4000.00| 779.35000 3117.40| 1000.00000 4000.00 Mulching | | | 0400 665A000 2.000 ACRE| 525.00000 1050.00| 539.55000 1079.10| 1000.00000 2000.00 Temporary Seeding | | | 0410 665B000 2.000 ACRE| 525.00000 1050.00| 659.45000 1318.90| 1000.00000 2000.00 Temporary Mulching | | | 0420 665F000 180.000 EACH| 10.50000 1890.00| 5.06000 910.80| 10.00000 1800.00 Hay Bales | | | 0430 665I000 120.000 TON | 70.00000 8400.00| 52.18000 6261.60| 80.00000 9600.00 Temporary Riprap, Class 2 | | | 0440 665J000 2400.000 LF | 5.25000 12600.00| 2.36000 5664.00| 8.00000 19200.00 Silt Fence, Type A | | | 0450 665O001 2400.000 LF | 1.35000 3240.00| 1.83000 4392.00| 1.00000 2400.00 Silt Fence Removal | | | 0460 665Q001 300.000 LF | 13.10000 3930.00| 12.91000 3873.00| 8.00000 2400.00 20 Inch Wattle | | | 0470 672C000 20.000 EACH| 150.00000 3000.00| 174.79000 3495.80| 10.00000 200.00 Flocculant Log | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060929034 COUNTIES : MOBILE LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 08047 |( 3 ) 03104 |C. THORNTON, INC. |MIKE HOFFMAN'S EQUIPMENT SE |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 674A000 80.000 LF | 1.32000 105.60| 1.49000 119.20| 10.00000 800.00 Construction Safety Fence | | | 0490 680A000 LUMP| 10000.00000 10000.00| 5995.01000 5995.01| 4000.00000 4000.00 Engineering Controls | | | 0500 740B000 632.000 SQFT| 16.00000 10112.00| 15.76000 9960.32| 15.00000 9480.00 Construction Signs | | | 0510 740D000 100.000 EACH| 70.00000 7000.00| 72.45000 7245.00| 65.00000 6500.00 Channelizing Drums | | | 0520 740E000 100.000 EACH| 18.00000 1800.00| 29.69000 2969.00| 35.00000 3500.00 Cones (36 Inches High) | | | 0530 740M001 100.000 EACH| 10.75000 1075.00| 8.33000 833.00| 5.00000 500.00 Ballast For Cone | | | 0540 741B010 1.000 EACH| 3000.00000 3000.00| 1106.82000 1106.82| 5000.00000 5000.00 State Furnished Portable Sequential | | | Arrow And Chevron Sign Unit | | | 0550 998A000 LUMP| 3000.00000 3000.00| 13069.13000 13069.13| 10000.00000 10000.00 Construction Fuel (Maximum Bid Limited | | | To $ 37,000.00) | | | SECTION TOTALS | $ 542,826.10| $ 594,207.98| $ 669,689.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 542,826.10| $ 594,207.98| $ 669,689.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060929034 COUNTIES : MOBILE LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per | | | Acre)(Approximately 1 Acre) | | | 0020 206D000 1134.000 LF | 11.63000 13188.42| 47.91000 54329.94| Removing Pipe | | | 0030 206D011 318.000 LF | 6.24000 1984.32| 7.53000 2394.54| Removing Fence | | | 0040 206E000 6.000 EACH| 241.49000 1448.94| 399.22000 2395.32| Removing Headwalls | | | 0050 206E001 3.000 EACH| 241.49000 724.47| 798.44000 2395.32| Removing Inlets | | | 0060 210A000 1275.000 CUYD| 25.50000 32512.50| 12.14000 15478.50| Unclassified Excavation | | | 0070 214A000 2051.000 CUYD| 14.10000 28919.10| 13.58000 27852.58| Structure Excavation | | | 0080 214B000 1134.000 CUYD| 28.44000 32250.96| 22.86000 25923.24| Foundation Backfill, Local | | | 0090 424A363 40.000 TON | 258.75000 10350.00| 218.77000 8750.80| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B655 55.000 TON | 201.25000 11068.75| 170.40000 9372.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B685 75.000 TON | 201.25000 15093.75| 142.08000 10656.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 430B040 62.000 TON | 92.70000 5747.40| 36.86000 2285.32| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0130 533A098 92.000 LF | 41.17000 3787.64| 84.59000 7782.28| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0140 533A099 548.000 LF | 60.03000 32896.44| 100.64000 55150.72| 24" Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060929034 COUNTIES : MOBILE LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 533A100 1144.000 LF | 70.60000 80766.40| 116.37000 133127.28| 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0160 533A101 256.000 LF | 91.97000 23544.32| 139.93000 35822.08| 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0170 533A348 16.000 LF | 71.98000 1151.68| 174.42000 2790.72| 18" Storm Sewer Pipe (Class 3 R.C.) | | | (Extension) | | | 0180 533B099 304.000 LF | 73.94000 22477.76| 115.70000 35172.80| 29" Span, 18" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0190 535A080 132.000 LF | 60.89000 8037.48| 84.59000 11165.88| 18" Side Drain Pipe (Class 3 R.C.) | | | 0200 535A085 140.000 LF | 73.67000 10313.80| 100.64000 14089.60| 24" Side Drain Pipe (Class 3 R.C.) | | | 0210 535B088 48.000 LF | 75.76000 3636.48| 92.03000 4417.44| 22" Span, 14" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0220 600A000 LUMP| 29885.00000 29885.00| 91756.25000 91756.25| Mobilization | | | 0230 602C000 4.000 EACH| 141.00000 564.00| 360.87000 1443.48| Permanent Easement Marker | | | 0240 610C001 168.000 TON | 87.73000 14738.64| 65.05000 10928.40| Loose Riprap, Class 2 | | | 0250 610D003 132.000 SQYD| 5.24000 691.68| 3.46000 456.72| Filter Blanket, Geotextile | | | 0260 619A003 1.000 EACH| 776.25000 776.25| 675.00000 675.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0270 619A101 8.000 EACH| 902.75000 7222.00| 785.00000 6280.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 619A102 7.000 EACH| 1006.25000 7043.75| 875.00000 6125.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 619A128 1.000 EACH| 1437.50000 1437.50| 1250.00000 1250.00| 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0300 619A129 1.000 EACH| 1782.50000 1782.50| 1550.00000 1550.00| 36" Side Drain Pipe End Treatment, | | | Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 034 -8 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060929034 COUNTIES : MOBILE LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 619B116 2.000 EACH| 908.50000 1817.00| 790.00000 1580.00| 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0320 619B117 1.000 EACH| 1029.25000 1029.25| 898.00000 898.00| 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0330 620A000 4.000 CUYD| 287.50000 1150.00| 500.00000 2000.00| Minor Structure Concrete | | | 0340 621A000 1.000 EACH| 5175.00000 5175.00| 4500.00000 4500.00| Junction Boxes, Type 1, 1P Or 5 | | | 0350 621C109 12.000 EACH| 5980.00000 71760.00| 5200.00000 62400.00| Inlets, Type PD | | | 0351 621C110 2.000 EACH| 8280.00000 16560.00| 7200.00000 14400.00| Inlets, Type PD-6 | | | 0355 621D109 2.000 EACH| 690.00000 1380.00| 600.00000 1200.00| Inlet Units, Type PD | | | 0360 650A000 762.000 CUYD| 18.54000 14127.48| 21.94000 16718.28| Topsoil | | | 0370 652A100 4.000 ACRE| 1698.03000 6792.12| 750.00000 3000.00| Seeding | | | 0380 654A003 1913.000 SQYD| 4.60000 8799.80| 5.00000 9565.00| Solid Sodding (Centipede) | | | 0390 656A010 4.000 ACRE| 1229.11000 4916.44| 700.00000 2800.00| Mulching | | | 0400 665A000 2.000 ACRE| 1283.90000 2567.80| 500.00000 1000.00| Temporary Seeding | | | 0410 665B000 2.000 ACRE| 1229.12000 2458.24| 500.00000 1000.00| Temporary Mulching | | | 0420 665F000 180.000 EACH| 22.09000 3976.20| 9.16000 1648.80| Hay Bales | | | 0430 665I000 120.000 TON | 71.03000 8523.60| 59.80000 7176.00| Temporary Riprap, Class 2 | | | 0440 665J000 2400.000 LF | 7.09000 17016.00| 5.04000 12096.00| Silt Fence, Type A | | | 0450 665O001 2400.000 LF | 3.62000 8688.00| 2.44000 5856.00| Silt Fence Removal | | | 0460 665Q001 300.000 LF | 7.44000 2232.00| 14.69000 4407.00| 20 Inch Wattle | | | 0470 672C000 20.000 EACH| 187.23000 3744.60| 221.48000 4429.60| Flocculant Log | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 034 -9 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060929034 COUNTIES : MOBILE LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 674A000 80.000 LF | 4.29000 343.20| 4.81000 384.80| Construction Safety Fence | | | 0490 680A000 LUMP| 33899.00000 33899.00| 5284.90000 5284.90| Engineering Controls | | | 0500 740B000 632.000 SQFT| 32.83000 20748.56| 14.13000 8930.16| Construction Signs | | | 0510 740D000 100.000 EACH| 82.83000 8283.00| 108.47000 10847.00| Channelizing Drums | | | 0520 740E000 100.000 EACH| 19.33000 1933.00| 14.13000 1413.00| Cones (36 Inches High) | | | 0530 740M001 100.000 EACH| 11.04000 1104.00| 8.56000 856.00| Ballast For Cone | | | 0540 741B010 1.000 EACH| 7191.53000 7191.53| 2140.80000 2140.80| State Furnished Portable Sequential | | | Arrow And Chevron Sign Unit | | | 0550 998A000 LUMP| 37000.00000 37000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 37,000.00) | | | SECTION TOTALS | $ 701,257.75| $ 772,348.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 701,257.75| $ 772,348.55| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20060929035 COUNTIES : PIKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-555-087-601 for constructing the Planing, Resurfacing and Traffic Stripe on SR-87 from south of CR-3304 to south of the SR-10/US-231 intersection. Length 2.324 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 570,136.45 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 739,014.25 129.6206% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20060929035 COUNTIES : PIKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 2.000 EACH| 180.00000 360.00| 125.00000 250.00| Mailbox Reset, Single | | | 0020 209A002 1.000 EACH| 275.00000 275.00| 195.00000 195.00| Mailbox Reset, Multiple | | | 0030 405A000 3583.000 GAL | 1.75000 6270.25| 0.95000 3403.85| Tack Coat | | | 0040 408A052 32629.000 SQYD| 1.80000 58732.20| 1.95000 63626.55| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A356 1521.000 TON | 89.00000 135369.00| 99.85000 151871.85| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A361 2810.000 TON | 71.00000 199510.00| 96.60000 271446.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 500.000 TON | 80.00000 40000.00| 98.50000 49250.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 29000.00000 29000.00| 69000.00000 69000.00| Mobilization | | | 0090 680A000 LUMP| 2000.00000 2000.00| 7500.00000 7500.00| Engineering Controls | | | 0100 701A028 6.000 MILE| 1800.00000 10800.00| 1800.00000 10800.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A041 4.000 MILE| 1050.00000 4200.00| 1050.00000 4200.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A046 2.000 MILE| 1050.00000 2100.00| 1050.00000 2100.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 6.000 MILE| 2050.00000 12300.00| 2050.00000 12300.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20060929035 COUNTIES : PIKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 1666.000 LF | 1.50000 2499.00| 1.50000 2499.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 6.000 MILE| 720.00000 4320.00| 720.00000 4320.00| Broken Temporary Traffic Stripe | | | 0160 701C001 11.000 MILE| 780.00000 8580.00| 780.00000 8580.00| Solid Temporary Traffic Stripe | | | 0170 701D007 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Solid Traffic Stripe Removed (Paint) | | | 0180 701D008 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Solid Traffic Stripe Removed (Plastic) | | | 0190 701D014 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Broken Traffic Stripe Removed (Paint) | | | 0200 701D015 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Broken Traffic Stripe Removed (Plastic) | | | 0210 703A002 4349.000 SQFT| 3.50000 15221.50| 3.50000 15221.50| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 561.000 SQFT| 4.00000 2244.00| 4.00000 2244.00| Traffic Control Legends, Class 2, Type | | | 0230 703D001 1667.000 SQFT| 1.50000 2500.50| 1.50000 2500.50| Temporary Traffic Control Markings | | | 0240 705A030 307.000 EACH| 6.00000 1842.00| 6.00000 1842.00| Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 263.000 EACH| 5.00000 1315.00| 5.00000 1315.00| Pavement Markers, Class A-H, Type 1-A | | | 0260 705A032 591.000 EACH| 5.00000 2955.00| 5.00000 2955.00| Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 261.000 EACH| 5.00000 1305.00| 5.00000 1305.00| Pavement Markers, Class A-H, Type 2-D | | | 0280 705A038 250.000 EACH| 5.00000 1250.00| 5.00000 1250.00| Pavement Markers, Class A-H, Type 2-E | | | 0290 740B000 1222.000 SQFT| 9.00000 10998.00| 12.00000 14664.00| Construction Signs | | | 0300 740E000 150.000 EACH| 10.00000 1500.00| 15.00000 2250.00| Cones (36 Inches High) | | | 0310 740M001 150.000 EACH| 6.00000 900.00| 7.50000 1125.00| Ballast For Cone | | | 0320 741C010 2.000 EACH| 1895.00000 3790.00| 1500.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20060929035 COUNTIES : PIKE LETTING DATE : 09/29/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 998A000 LUMP| 0.00000 0.00| 20000.00000 20000.00| Construction Fuel (Maximum Bid Limited | | | To $ 28,500.00) | | | SECTION TOTALS | $ 570,136.45| $ 739,014.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 570,136.45| $ 739,014.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20060929037 COUNTIES : WALKER LETTING DATE : 09/29/06 10:00 AM DIVISION : 03 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-644-069-620 for constructing the Planing, Resurfacing and Traffic Stripe on SR-69 from the Tuscaloosa county line to just south of SR-18 south of Oakman. Length 9.078 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,320,841.11 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,446,753.21 109.5327% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060929037 COUNTIES : WALKER LETTING DATE : 09/29/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION 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 206C025 395.000 SQYD| 6.92000 2733.40| 4.00000 1580.00| Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 206D001 100.000 LF | 1.25000 125.00| 1.13000 113.00| Removing Guardrail | | | 0030 206E008 7.000 EACH| 113.56000 794.92| 103.00000 721.00| Removing Guardrail End Anchor (All Type | | | 0040 209A000 6.000 EACH| 154.63000 927.78| 400.00000 2400.00| Mailbox Reset, Single | | | 0050 210D001 750.000 CUYD| 31.60000 23700.00| 20.00000 15000.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 305B077 645.000 TON | 20.76000 13390.20| 40.00000 25800.00| Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0070 405A000 4805.000 GAL | 2.01000 9658.05| 1.70000 8168.50| Tack Coat | | | 0080 407A000 710.000 GAL | 23.84000 16926.40| 35.50000 25205.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0090 408A052 160115.000 SQYD| 0.75000 120086.25| 1.18000 188935.70| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0100 424A361 13211.000 TON | 57.52000 759896.72| 61.50000 812476.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A366 500.000 TON | 79.08000 39540.00| 70.00000 35000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B685 500.000 TON | 89.74000 44870.00| 100.00000 50000.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424C371 706.000 TON | 56.11000 39613.66| 84.51800 59669.71| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060929037 COUNTIES : WALKER LETTING DATE : 09/29/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 600A000 LUMP| 32772.77000 32772.77| 16500.00000 16500.00| Mobilization | | | 0150 630A001 100.000 LF | 27.25000 2725.00| 24.72000 2472.00| Steel Beam Guardrail, Class A, Type 2 | | | 0160 630C050 7.000 EACH| 2668.61000 18680.27| 2420.50000 16943.50| Guardrail End Anchor, Type 20 Series | | | 0170 650A000 150.000 CUYD| 37.25000 5587.50| 45.15000 6772.50| Topsoil | | | 0180 652A100 1.000 ACRE| 1802.50000 1802.50| 1545.00000 1545.00| Seeding | | | 0190 656A010 1.000 ACRE| 1802.50000 1802.50| 1545.00000 1545.00| Mulching | | | 0200 665F000 50.000 EACH| 6.01000 300.50| 10.30000 515.00| Hay Bales | | | 0210 665J000 150.000 LF | 8.66000 1299.00| 6.18000 927.00| Silt Fence, Type A | | | 0220 665O001 150.000 LF | 5.47000 820.50| 1.03000 154.50| Silt Fence Removal | | | 0230 666A001 1.000 ACRE| 600.84000 600.84| 30.90000 30.90| Pest Control Treatment | | | 0240 701A028 19.000 MILE| 2111.94000 40126.86| 1925.00000 36575.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0250 701A046 5.000 MILE| 1255.74000 6278.70| 1144.50000 5722.50| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701A048 16.000 MILE| 2384.72000 38155.52| 2184.85000 34957.60| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0270 701C000 9.000 MILE| 817.62000 7358.58| 749.10000 6741.90| Broken Temporary Traffic Stripe | | | 0280 701C001 69.000 MILE| 885.75000 61116.75| 811.50000 55993.50| Solid Temporary Traffic Stripe | | | 0290 701G125 676.000 LF | 5.68000 3839.68| 5.20000 3515.20| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0300 701G129 190.000 LF | 5.68000 1079.20| 5.20000 988.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20060929037 COUNTIES : WALKER LETTING DATE : 09/29/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701G133 296.000 LF | 5.68000 1681.28| 5.20000 1539.20| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0320 701H001 1014.000 LF | 1.70000 1723.80| 1.56000 1581.84| Solid Traffic Stripe Removed (Plastic) | | | 0330 701H006 338.000 LF | 2.27000 767.26| 2.08000 703.04| Broken Traffic Stripe Removed (Plastic) | | | 0340 703A002 668.000 SQFT| 4.54000 3032.72| 4.16000 2778.88| Traffic Control Markings, Class 2, Type | | | A | | | 0350 703B002 129.000 SQFT| 5.68000 732.72| 5.20000 670.80| Traffic Control Legends, Class 2, Type | | | 0360 703D001 549.000 SQFT| 2.27000 1246.23| 2.08000 1141.92| Temporary Traffic Control Markings | | | 0370 705A032 222.000 EACH| 6.25000 1387.50| 5.72000 1269.84| Pavement Markers, Class A-H, Type 1-B | | | 0380 705A037 1069.000 EACH| 6.25000 6681.25| 5.72000 6114.68| Pavement Markers, Class A-H, Type 2-D | | | 0390 740B000 730.000 SQFT| 8.41000 6139.30| 7.65000 5584.50| Construction Signs | | | 0400 740E000 350.000 EACH| 1.20000 420.00| 15.00000 5250.00| Cones (36 Inches High) | | | 0410 740M001 350.000 EACH| 1.20000 420.00| 9.00000 3150.00| Ballast For Cone | | | 0420 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 71,000.00) | | | SECTION TOTALS | $ 1,320,841.11| $ 1,446,753.21| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,320,841.11| $ 1,446,753.21| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20060929038 COUNTIES : MARENGO LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-408-462-069-622 for constructing the Drainage Repair on SR-69 at a culvert outlet south of Putnam. Length 0.047 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02109 BURNETT CIVIL CONTRACTING, LLC $ 99,020.03 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 111,872.01 112.9792% 3 10026 JRD CONTRACTING, INC. $ 116,169.98 117.3197% 4 03047 CARTER'S CONTRACTING SERVICES, INC. $ 119,353.50 120.5347% 5 03104 CARCEL & G. CONSTRUCTION, LLC $ 125,583.25 126.8261% 6 18024 RACON, INC. $ 137,043.00 138.3993% 7 07508 GILCO CONTRACTING, INC. $ 161,759.79 163.3607% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060929038 COUNTIES : MARENGO LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02109 |( 2 ) 18005 |( 3 ) 10026 |BURNETT CIVIL CONTRACTING, |GRADY RALLS & SONS, INC. |JRD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000.00 Per Acre) | | | 0020 210A000 579.000 CUYD| 8.00000 4632.00| 15.00000 8685.00| 1.00000 579.00 Unclassified Excavation | | | 0030 210D000 970.000 CUYD| 15.00000 14550.00| 25.00000 24250.00| 4.00000 3880.00 Borrow Excavation | | | 0040 600A000 LUMP| 12000.00000 12000.00| 5000.00000 5000.00| 39759.98000 39759.98 Mobilization | | | 0050 610C001 1377.000 TON | 33.39000 45978.03| 35.00000 48195.00| 30.00000 41310.00 Loose Riprap, Class 2 | | | 0060 610D003 794.000 SQYD| 2.00000 1588.00| 2.00000 1588.00| 5.00000 3970.00 Filter Blanket, Geotextile | | | 0070 636A004 250.000 LF | 4.50000 1125.00| 10.00000 2500.00| 25.00000 6250.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Post) | | | 0080 652A100 1.000 ACRE| 650.00000 650.00| 1500.00000 1500.00| 400.00000 400.00 Seeding | | | 0090 656A010 1.000 ACRE| 1200.00000 1200.00| 1500.00000 1500.00| 400.00000 400.00 Mulching | | | 0100 659A036 670.000 SQYD| 6.00000 4020.00| 4.00000 2680.00| 10.00000 6700.00 Rolled Erosion Control Product, Type | | | (2D) | | | 0110 665J000 250.000 LF | 3.00000 750.00| 6.00000 1500.00| 5.00000 1250.00 Silt Fence, Type A | | | 0120 665O001 250.000 LF | 0.00000 0.00| 1.00000 250.00| 2.00000 500.00 Silt Fence Removal | | | 0130 665Q001 200.000 LF | 6.75000 1350.00| 7.50000 1500.00| 10.00000 2000.00 20 Inch Wattle | | | 0140 666A001 1.000 ACRE| 35.00000 35.00| 0.01000 0.01| 50.00000 50.00 Pest Control Treatment | | | 0150 680A000 LUMP| 3000.00000 3000.00| 1500.00000 1500.00| 2500.00000 2500.00 Engineering Controls | | | 0160 740B000 252.000 SQFT| 8.50000 2142.00| 12.00000 3024.00| 10.00000 2520.00 Construction Signs | | | 0170 740E000 100.000 EACH| 13.00000 1300.00| 10.00000 1000.00| 1.00000 100.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060929038 COUNTIES : MARENGO LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02109 |( 2 ) 18005 |( 3 ) 10026 |BURNETT CIVIL CONTRACTING, |GRADY RALLS & SONS, INC. |JRD CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740M001 100.000 EACH| 7.00000 700.00| 2.00000 200.00| 0.01000 1.00 Ballast For Cone | | | 0190 998A000 LUMP| 0.00000 0.00| 3000.00000 3000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 3,200) | | | SECTION TOTALS | $ 99,020.03| $ 111,872.01| $ 116,169.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 99,020.03| $ 111,872.01| $ 116,169.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060929038 COUNTIES : MARENGO LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 03047 |( 5 ) 03104 |( 6 ) 18024 |CARTER'S CONTRACTING SERVIC |CARCEL & G. CONSTRUCTION, L |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000.00 Per Acre) | | | 0020 210A000 579.000 CUYD| 8.00000 4632.00| 7.25000 4197.75| 12.00000 6948.00 Unclassified Excavation | | | 0030 210D000 970.000 CUYD| 11.00000 10670.00| 9.25000 8972.50| 15.00000 14550.00 Borrow Excavation | | | 0040 600A000 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| 25000.00000 25000.00 Mobilization | | | 0050 610C001 1377.000 TON | 45.50000 62653.50| 54.00000 74358.00| 40.00000 55080.00 Loose Riprap, Class 2 | | | 0060 610D003 794.000 SQYD| 4.00000 3176.00| 3.25000 2580.50| 5.00000 3970.00 Filter Blanket, Geotextile | | | 0070 636A004 250.000 LF | 6.50000 1625.00| 9.00000 2250.00| 7.50000 1875.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Post) | | | 0080 652A100 1.000 ACRE| 1000.00000 1000.00| 1250.00000 1250.00| 2500.00000 2500.00 Seeding | | | 0090 656A010 1.000 ACRE| 1000.00000 1000.00| 1250.00000 1250.00| 2500.00000 2500.00 Mulching | | | 0100 659A036 670.000 SQYD| 5.00000 3350.00| 3.00000 2010.00| 5.00000 3350.00 Rolled Erosion Control Product, Type | | | (2D) | | | 0110 665J000 250.000 LF | 5.00000 1250.00| 4.85000 1212.50| 5.00000 1250.00 Silt Fence, Type A | | | 0120 665O001 250.000 LF | 2.50000 625.00| 1.00000 250.00| 5.00000 1250.00 Silt Fence Removal | | | 0130 665Q001 200.000 LF | 10.00000 2000.00| 7.90000 1580.00| 15.00000 3000.00 20 Inch Wattle | | | 0140 666A001 1.000 ACRE| 1000.00000 1000.00| 100.00000 100.00| 50.00000 50.00 Pest Control Treatment | | | 0150 680A000 LUMP| 8000.00000 8000.00| 1000.00000 1000.00| 5000.00000 5000.00 Engineering Controls | | | 0160 740B000 252.000 SQFT| 8.00000 2016.00| 11.00000 2772.00| 10.00000 2520.00 Construction Signs | | | 0170 740E000 100.000 EACH| 16.56000 1656.00| 15.00000 1500.00| 5.00000 500.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060929038 COUNTIES : MARENGO LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 03047 |( 5 ) 03104 |( 6 ) 18024 |CARTER'S CONTRACTING SERVIC |CARCEL & G. CONSTRUCTION, L |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740M001 100.000 EACH| 25.00000 2500.00| 11.00000 1100.00| 5.00000 500.00 Ballast For Cone | | | 0190 998A000 LUMP| 3200.00000 3200.00| 3200.00000 3200.00| 3200.00000 3200.00 Construction Fuel (Maximum Bid Limited | | | To $ 3,200) | | | SECTION TOTALS | $ 119,353.50| $ 125,583.25| $ 137,043.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 119,353.50| $ 125,583.25| $ 137,043.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 038 -6 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060929038 COUNTIES : MARENGO LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 07508 |( ) |( ) |GILCO CONTRACTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000.00 Per Acre) | | | 0020 210A000 579.000 CUYD| 8.40000 4863.60| | Unclassified Excavation | | | 0030 210D000 970.000 CUYD| 22.25000 21582.50| | Borrow Excavation | | | 0040 600A000 LUMP| 33765.59000 33765.59| | Mobilization | | | 0050 610C001 1377.000 TON | 41.88000 57668.76| | Loose Riprap, Class 2 | | | 0060 610D003 794.000 SQYD| 2.81000 2231.14| | Filter Blanket, Geotextile | | | 0070 636A004 250.000 LF | 18.00000 4500.00| | Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Post) | | | 0080 652A100 1.000 ACRE| 1200.00000 1200.00| | Seeding | | | 0090 656A010 1.000 ACRE| 1200.00000 1200.00| | Mulching | | | 0100 659A036 670.000 SQYD| 2.40000 1608.00| | Rolled Erosion Control Product, Type | | | (2D) | | | 0110 665J000 250.000 LF | 4.50000 1125.00| | Silt Fence, Type A | | | 0120 665O001 250.000 LF | 2.40000 600.00| | Silt Fence Removal | | | 0130 665Q001 200.000 LF | 11.89000 2378.00| | 20 Inch Wattle | | | 0140 666A001 1.000 ACRE| 36.00000 36.00| | Pest Control Treatment | | | 0150 680A000 LUMP| 16562.00000 16562.00| | Engineering Controls | | | 0160 740B000 252.000 SQFT| 9.60000 2419.20| | Construction Signs | | | 0170 740E000 100.000 EACH| 16.20000 1620.00| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 038 -7 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060929038 COUNTIES : MARENGO LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 07508 |( ) |( ) |GILCO CONTRACTING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740M001 100.000 EACH| 12.00000 1200.00| | Ballast For Cone | | | 0190 998A000 LUMP| 3200.00000 3200.00| | Construction Fuel (Maximum Bid Limited | | | To $ 3,200) | | | SECTION TOTALS | $ 161,759.79| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 161,759.79| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20060929039 COUNTIES : ESCAMBIA LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-509-004-542-642 for the Bridge Coating on SR-3 (US-31) Southbound at Burnt Corn Creek in Brewton. Length 0.102 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19118 SEMINOLE EQUIPMENT, INC. $ 128,480.00 100.0000% 2 16052 POSEIDON CONSTRUCTION, INC. $ 165,471.00 128.7913% 3 13090 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 248,082.00 193.0900% 4 22013 V.H.P. ENTERPRISES, INC. $ 486,205.00 378.4285% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20060929039 COUNTIES : ESCAMBIA LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 19118 |( 2 ) 16052 |( 3 ) 13090 |SEMINOLE EQUIPMENT, INC. |POSEIDON CONSTRUCTION, INC. |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 520R003 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 6589.00000 6589.00 Repairs To Existing Bridge, Pressure | | | Washing | | | 0020 521B000 LUMP| 93000.00000 93000.00| 124991.00000 124991.00| 210612.00000 210612.00 Coating Existing Bridge At Station | | | 12+66 to Sta. 18+07.17 | | | 0030 600A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 30000.00000 30000.00 Mobilization | | | 0040 740B000 350.000 SQFT| 1.00000 350.00| 1.00000 350.00| 1.00000 350.00 Construction Signs | | | 0050 740D000 30.000 EACH| 1.00000 30.00| 1.00000 30.00| 1.00000 30.00 Channelizing Drums | | | 0060 741C010 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 1.00000 1.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0070 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 500.00000 500.00 Construction Fuel (Maximum Bid Limited | | | To $ 500.00) | | | SECTION TOTALS | $ 128,480.00| $ 165,471.00| $ 248,082.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 128,480.00| $ 165,471.00| $ 248,082.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20060929039 COUNTIES : ESCAMBIA LETTING DATE : 09/29/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 22013 |( ) |( ) |V.H.P. ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 520R003 LUMP| 150000.00000 150000.00| | Repairs To Existing Bridge, Pressure | | | Washing | | | 0020 521B000 LUMP| 300000.00000 300000.00| | Coating Existing Bridge At Station | | | 12+66 to Sta. 18+07.17 | | | 0030 600A000 LUMP| 35000.00000 35000.00| | Mobilization | | | 0040 740B000 350.000 SQFT| 0.50000 175.00| | Construction Signs | | | 0050 740D000 30.000 EACH| 1.00000 30.00| | Channelizing Drums | | | 0060 741C010 1.000 EACH| 500.00000 500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0070 998A000 LUMP| 500.00000 500.00| | Construction Fuel (Maximum Bid Limited | | | To $ 500.00) | | | SECTION TOTALS | $ 486,205.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 486,205.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20060929042 COUNTIES : WINSTON LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-302-673-033-601 for constructing the Planing, Resurfacing and Traffic Stripe on SR-33 from the north end of the Sipsey Fork bridge to the Lawrence County line. length 6.421 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 1,443,999.28 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,518,946.21 105.1902% 3 19010 SHELBY CONTRACTING CO., INC. $ 1,521,161.20 105.3436% 4 19074 S & M EQUIPMENT CO., INC. $ 1,599,470.50 110.7667% 5 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,698,843.23 117.6485% 6 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,959,528.71 135.7015% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060929042 COUNTIES : WINSTON LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01087 |( 3 ) 19010 |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. |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 305B077 3114.000 TON | 19.00000 59166.00| 25.83000 80434.62| 13.72000 42724.08 Crushed Aggregate, Section 825, For | | | Miscellaneous Use ,Type B | | | 0020 405A000 10390.000 GAL | 1.50000 15585.00| 1.72000 17870.80| 2.00000 20780.00 Tack Coat | | | 0030 408A052 113024.000 SQYD| 0.85000 96070.40| 0.46000 51991.04| 0.75000 84768.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A360 7216.000 TON | 52.70000 380283.20| 58.53000 422352.48| 55.76000 402364.16 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424B654 1000.000 TON | 50.00000 50000.00| 40.00000 40000.00| 51.68000 51680.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B657 3210.000 TON | 49.00000 157290.00| 55.63000 178572.30| 53.74000 172505.40 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0070 424B658 10642.000 TON | 50.50000 537421.00| 52.69000 560726.98| 51.68000 549978.56 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 14412.68000 14412.68| 40972.07000 40972.07| 20500.00000 20500.00 Mobilization | | | 0090 665J000 100.000 LF | 4.50000 450.00| 4.44000 444.00| 2.10000 210.00 Silt Fence, Type A | | | 0100 665O001 100.000 LF | 3.50000 350.00| 2.27000 227.00| 0.50000 50.00 Silt Fence Removal | | | 0110 665Q001 200.000 LF | 15.00000 3000.00| 4.08000 816.00| 4.75000 950.00 20 Inch Wattle | | | 0120 680A000 LUMP| 3500.00000 3500.00| 4187.42000 4187.42| 1500.00000 1500.00 Engineering Controls | | | 0130 701A028 13.000 MILE| 1850.00000 24050.00| 1868.50000 24290.50| 2000.00000 26000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060929042 COUNTIES : WINSTON LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01087 |( 3 ) 19010 |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A046 3.000 MILE| 1100.00000 3300.00| 1111.00000 3333.00| 1100.00000 3300.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 10.000 MILE| 2100.00000 21000.00| 2121.00000 21210.00| 2200.00000 22000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701C000 9.000 MILE| 720.00000 6480.00| 727.20000 6544.80| 800.00000 7200.00 Broken Temporary Traffic Stripe | | | 0170 701C001 66.000 MILE| 780.00000 51480.00| 787.80000 51994.80| 850.00000 56100.00 Solid Temporary Traffic Stripe | | | 0180 703A002 136.000 SQFT| 5.00000 680.00| 5.05000 686.80| 5.00000 680.00 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703D001 408.000 SQFT| 2.00000 816.00| 2.02000 824.16| 2.50000 1020.00 Temporary Traffic Control Markings | | | 0200 705A032 154.000 EACH| 5.50000 847.00| 5.56000 856.24| 6.00000 924.00 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 644.000 EACH| 5.50000 3542.00| 5.56000 3580.64| 6.00000 3864.00 Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 485.000 SQFT| 15.00000 7275.00| 7.42000 3598.70| 5.00000 2425.00 Construction Signs | | | 0230 740E000 200.000 EACH| 5.00000 1000.00| 7.85000 1570.00| 0.00000 0.00 Cones (36 Inches High) | | | 0240 740M001 200.000 EACH| 5.00000 1000.00| 4.07000 814.00| 0.00000 0.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 5000.00000 5000.00| 1046.86000 1046.86| 750.00000 750.00 Pilot Car | | | 0260 998A000 LUMP| 1.00000 1.00| 1.00000 1.00| 48888.00000 48888.00 Construction Fuel (Maximum Bid Limited | | | To $ 86,000.00) | | | SECTION TOTALS | $ 1,443,999.28| $ 1,518,946.21| $ 1,521,161.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,443,999.28| $ 1,518,946.21| $ 1,521,161.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060929042 COUNTIES : WINSTON LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( 5 ) 04013 |( 6 ) 07002 |S & M EQUIPMENT CO., 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 305B077 3114.000 TON | 17.00000 52938.00| 20.74000 64584.36| 21.50000 66951.00 Crushed Aggregate, Section 825, For | | | Miscellaneous Use ,Type B | | | 0020 405A000 10390.000 GAL | 2.25000 23377.50| 1.96000 20364.40| 2.20000 22858.00 Tack Coat | | | 0030 408A052 113024.000 SQYD| 1.50000 169536.00| 0.52000 58772.48| 1.88000 212485.12 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A360 7216.000 TON | 56.50000 407704.00| 62.20000 448835.20| 63.02000 454752.32 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424B654 1000.000 TON | 59.50000 59500.00| 97.05000 97050.00| 50.00000 50000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B657 3210.000 TON | 53.50000 171735.00| 65.91000 211571.10| 69.54000 223223.40 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0070 424B658 10642.000 TON | 50.50000 537421.00| 57.44000 611276.48| 58.25000 619896.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 20000.00000 20000.00| 25815.48000 25815.48| 159000.00000 159000.00 Mobilization | | | 0090 665J000 100.000 LF | 5.00000 500.00| 10.61000 1061.00| 3.00000 300.00 Silt Fence, Type A | | | 0100 665O001 100.000 LF | 2.50000 250.00| 5.31000 531.00| 1.50000 150.00 Silt Fence Removal | | | 0110 665Q001 200.000 LF | 9.00000 1800.00| 11.89000 2378.00| 8.00000 1600.00 20 Inch Wattle | | | 0120 680A000 LUMP| 5000.00000 5000.00| 3525.00000 3525.00| 12000.00000 12000.00 Engineering Controls | | | 0130 701A028 13.000 MILE| 2035.00000 26455.00| 2065.06000 26845.78| 1980.61000 25747.93 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 042 -5 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20060929042 COUNTIES : WINSTON LETTING DATE : 09/29/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 19074 |( 5 ) 04013 |( 6 ) 07002 |S & M EQUIPMENT CO., 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 701A046 3.000 MILE| 1210.00000 3630.00| 1227.87000 3683.61| 1177.66000 3532.98 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 10.000 MILE| 2310.00000 23100.00| 2344.12000 23441.20| 2248.26000 22482.60 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701C000 9.000 MILE| 792.00000 7128.00| 803.70000 7233.30| 770.83000 6937.47 Broken Temporary Traffic Stripe | | | 0170 701C001 66.000 MILE| 858.00000 56628.00| 870.67000 57464.22| 834.75000 55093.50 Solid Temporary Traffic Stripe | | | 0180 703A002 136.000 SQFT| 5.50000 748.00| 5.58000 758.88| 5.35000 727.60 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703D001 408.000 SQFT| 2.20000 897.60| 2.23000 909.84| 2.14000 873.12 Temporary Traffic Control Markings | | | 0200 705A032 154.000 EACH| 6.05000 931.70| 6.14000 945.56| 5.89000 907.06 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 644.000 EACH| 6.05000 3896.20| 6.14000 3954.16| 5.89000 3793.16 Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 485.000 SQFT| 7.70000 3734.50| 8.23000 3991.55| 7.87000 3816.95 Construction Signs | | | 0230 740E000 200.000 EACH| 15.63000 3126.00| 5.88000 1176.00| 1.00000 200.00 Cones (36 Inches High) | | | 0240 740M001 200.000 EACH| 9.67000 1934.00| 1.18000 236.00| 1.00000 200.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 2500.00000 2500.00| 22438.63000 22438.63| 12000.00000 12000.00 Pilot Car | | | 0260 998A000 LUMP| 15000.00000 15000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 86,000.00) | | | SECTION TOTALS | $ 1,599,470.50| $ 1,698,843.23| $ 1,959,528.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,599,470.50| $ 1,698,843.23| $ 1,959,528.71 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20060929043 COUNTIES : WILCOX LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-663-010-642 for constructing the Planing, Resurfacing and Traffic Stripe on SR-10 from MP 91.250 in Oak Hill to MP 98.900 in Pine Apple. Length 7.649 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 1,785,067.90 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,066,441.54 115.7626% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,559,792.22 143.4003% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20060929043 COUNTIES : WILCOX LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 3.000 EACH| 175.00000 525.00| 100.00000 300.00| 175.00000 525.00 Mailbox Reset, Single | | | 0020 209A001 2.000 EACH| 275.00000 550.00| 125.00000 250.00| 325.00000 650.00 Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 425.00000 425.00| 150.00000 150.00| 650.00000 650.00 Mailbox Reset, Multiple | | | 0040 210D000 3457.000 CUYD| 13.00000 44941.00| 17.50000 60497.50| 19.00000 65683.00 Borrow Excavation | | | 0050 405A000 9687.000 GAL | 1.40000 13561.80| 2.10000 20342.70| 1.50000 14530.50 Tack Coat | | | 0060 408A052 107712.000 SQYD| 1.05000 113097.60| 0.67000 72167.04| 1.45000 156182.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A360 7882.000 TON | 58.50000 461097.00| 68.15000 537158.30| 73.15000 576568.30 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B654 500.000 TON | 51.00000 25500.00| 87.35000 43675.00| 75.00000 37500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B658 15408.000 TON | 50.25000 774252.00| 61.38000 945743.04| 69.95000 1077789.60 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B662 2838.000 TON | 54.00000 153252.00| 60.60000 171982.80| 55.00000 156090.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B000 100.000 TON | 38.75000 3875.00| 32.25000 3225.00| 95.00000 9500.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0120 600A000 LUMP| 43100.00000 43100.00| 64515.00000 64515.00| 235000.00000 235000.00 Mobilization | | | 0130 652A100 10.000 ACRE| 475.00000 4750.00| 475.00000 4750.00| 475.59000 4755.90 Seeding | | | 0140 656A010 10.000 ACRE| 400.00000 4000.00| 400.00000 4000.00| 400.50000 4005.00 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20060929043 COUNTIES : WILCOX LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665F000 40.000 EACH| 10.00000 400.00| 10.00000 400.00| 10.01000 400.40 Hay Bales | | | 0160 665J000 3510.000 LF | 3.00000 10530.00| 3.00000 10530.00| 3.00000 10530.00 Silt Fence, Type A | | | 0170 665O001 3510.000 LF | 0.30000 1053.00| 0.30000 1053.00| 0.30000 1053.00 Silt Fence Removal | | | 0180 665Q001 1150.000 LF | 6.00000 6900.00| 6.00000 6900.00| 6.01000 6911.50 20 Inch Wattle | | | 0190 666A001 10.000 ACRE| 5.00000 50.00| 5.00000 50.00| 5.01000 50.10 Pest Control Treatment | | | 0200 701A028 16.000 MILE| 1850.00000 29600.00| 1850.00000 29600.00| 1872.00000 29952.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0210 701A046 4.000 MILE| 1100.00000 4400.00| 1100.00000 4400.00| 1113.08000 4452.32 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 11.000 MILE| 2100.00000 23100.00| 2100.00000 23100.00| 2124.97000 23374.67 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701C002 12.000 MILE| 720.00000 8640.00| 720.00000 8640.00| 728.56000 8742.72 Broken Temporary Traffic Stripe (Paint) | | | 0240 701C003 31.000 MILE| 780.00000 24180.00| 780.00000 24180.00| 789.28000 24467.68 Solid Temporary Traffic Stripe (Paint) | | | 0250 701G125 1150.000 LF | 5.00000 5750.00| 5.00000 5750.00| 5.06000 5819.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G129 575.000 LF | 5.00000 2875.00| 5.00000 2875.00| 5.06000 2909.50 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G133 424.000 LF | 5.00000 2120.00| 5.00000 2120.00| 5.06000 2145.44 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701H001 1574.000 LF | 1.50000 2361.00| 1.50000 2361.00| 1.52000 2392.48 Solid Traffic Stripe Removed (Plastic) | | | 0290 701H006 575.000 LF | 1.50000 862.50| 1.50000 862.50| 1.52000 874.00 Broken Traffic Stripe Removed (Plastic) | | | 0300 703A002 180.000 SQFT| 5.00000 900.00| 5.00000 900.00| 5.06000 910.80 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20060929043 COUNTIES : WILCOX LETTING DATE : 09/29/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703B002 271.000 SQFT| 5.00000 1355.00| 5.00000 1355.00| 5.06000 1371.26 Traffic Control Legends, Class 2, Type | | | 0320 703D002 540.000 SQFT| 2.00000 1080.00| 2.00000 1080.00| 2.02000 1090.80 Temporary Traffic Control Markings | | | (Paint) | | | 0330 703E002 622.000 SQFT| 2.00000 1244.00| 2.00000 1244.00| 2.02000 1256.44 Temporary Traffic Control Legends | | | (Paint) | | | 0340 705A032 190.000 EACH| 5.50000 1045.00| 5.50000 1045.00| 5.57000 1058.30 Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 759.000 EACH| 5.50000 4174.50| 5.50000 4174.50| 5.57000 4227.63 Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 534.000 SQFT| 7.25000 3871.50| 8.24000 4400.16| 7.72000 4122.48 Construction Signs | | | 0370 740E000 250.000 EACH| 10.00000 2500.00| 0.33000 82.50| 8.00000 2000.00 Cones (36 Inches High) | | | 0380 740M001 250.000 EACH| 0.00000 0.00| 0.33000 82.50| 3.00000 750.00 Ballast For Cone | | | 0390 740O000 1.000 EACH| 3150.00000 3150.00| 500.00000 500.00| 4500.00000 4500.00 Pilot Car | | | 0400 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 75000.00000 75000.00 Construction Fuel (Maximum Bid Limited | | | To $ 94,000.00) | | | SECTION TOTALS | $ 1,785,067.90| $ 2,066,441.54| $ 2,559,792.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,785,067.90| $ 2,066,441.54| $ 2,559,792.22 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20060929044 COUNTIES : MONTGOMERY LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-506-009-006-601 for the Bridge Coating on I-85 at the Mitylene interchange 99-506-009-007-601 (northbound and southbound) in Montgomery. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16052 POSEIDON CONSTRUCTION, INC. $ 175,284.00 100.0000% 2 19118 SEMINOLE EQUIPMENT, INC. $ 177,368.00 101.1889% 3 13090 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 298,690.00 170.4035% 4 22013 V.H.P. ENTERPRISES, INC. $ 491,734.00 280.5356% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20060929044 COUNTIES : MONTGOMERY LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 16052 |( 2 ) 19118 |( 3 ) 13090 |POSEIDON CONSTRUCTION, INC. |SEMINOLE EQUIPMENT, INC. |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 521B000 LUMP| 77008.00000 77008.00| 83000.00000 83000.00| 131260.00000 131260.00 Coating Existing Bridge At M.P. 11.019 | | | 0020 521B001 LUMP| 77008.00000 77008.00| 83000.00000 83000.00| 131260.00000 131260.00 Coating Existing Bridge At M.P. 11.019 | | | 0030 600A000 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 30000.00000 30000.00 Mobilization | | | 0040 740B000 868.000 SQFT| 1.00000 868.00| 1.00000 868.00| 1.00000 868.00 Construction Signs | | | 0050 740D000 100.000 EACH| 1.00000 100.00| 1.00000 100.00| 1.00000 100.00 Channelizing Drums | | | 0060 740E000 100.000 EACH| 0.50000 50.00| 1.00000 100.00| 1.00000 100.00 Cones (36 Inches High) | | | 0070 740M001 100.000 EACH| 0.50000 50.00| 1.00000 100.00| 1.00000 100.00 Ballast For Cone | | | 0080 741C010 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 1.00000 2.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0090 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 5,000.00) | | | SECTION TOTALS | $ 175,284.00| $ 177,368.00| $ 298,690.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 175,284.00| $ 177,368.00| $ 298,690.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/02/06 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20060929044 COUNTIES : MONTGOMERY LETTING DATE : 09/29/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 22013 |( ) |( ) |V.H.P. ENTERPRISES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 225000.00000 225000.00| | Coating Existing Bridge At M.P. 11.019 | | | 0020 521B001 LUMP| 225000.00000 225000.00| | Coating Existing Bridge At M.P. 11.019 | | | 0030 600A000 LUMP| 35000.00000 35000.00| | Mobilization | | | 0040 740B000 868.000 SQFT| 0.50000 434.00| | Construction Signs | | | 0050 740D000 100.000 EACH| 1.00000 100.00| | Channelizing Drums | | | 0060 740E000 100.000 EACH| 1.00000 100.00| | Cones (36 Inches High) | | | 0070 740M001 100.000 EACH| 1.00000 100.00| | Ballast For Cone | | | 0080 741C010 2.000 EACH| 500.00000 1000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0090 998A000 LUMP| 5000.00000 5000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 5,000.00) | | | SECTION TOTALS | $ 491,734.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 491,734.00| $ 0.00| $ ====================================================================================================================================