ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20060106001 COUNTIES : CULLMAN LETTING DATE : 01/06/06 10:00 AM DIVISION : 01 CONTRACT TIME : 100 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I065(361) for constructing the Planing, Resurfacing and Traffic Stripe on I-65 from MP 307.46 in Cullman to MP 315.68 near the Morgan County line. Length 8.220 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 3,324,042.52 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 3,588,220.02 107.9475% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 3,588,808.27 107.9652% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060106001 COUNTIES : CULLMAN LETTING DATE : 01/06/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 01087 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 15046.000 GAL | 1.35000 20312.10| 1.24000 18657.04| 1.37000 20613.02 Tack Coat | | | 0020 408A053 250765.000 SQYD| 1.53000 383670.45| 3.90000 977983.50| 1.52000 381162.80 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0030 408A054 300.000 SQYD| 3.00000 900.00| 18.84000 5652.00| 6.29000 1887.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0040 410C000 1.000 EACH| 15000.00000 15000.00| 13600.00000 13600.00| 14837.47000 14837.47 Contractor Retained Profilograph | | | 0050 410H000 1.000 EACH| 90000.00000 90000.00| 126905.00000 126905.00| 71680.15000 71680.15 Material Remixing Device | | | 0060 420A015 11285.000 TON | 61.11000 689626.35| 58.98000 665589.30| 78.53000 886211.05 Polymer Modified Open Graded Friction | | | Course | | | 0070 423A002 25077.000 TON | 64.11000 1607686.47| 46.39000 1163322.03| 63.60000 1594897.20 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0080 424B659 50.000 TON | 200.00000 10000.00| 150.00000 7500.00| 86.08000 4304.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 286995.78000 286995.78| 407800.00000 407800.00| 382260.69000 382260.69 Mobilization | | | 0100 701A028 17.000 MILE| 1737.20000 29532.40| 1825.00000 31025.00| 2117.01000 35989.17 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A032 17.000 MILE| 1737.20000 29532.40| 1825.00000 31025.00| 2117.01000 35989.17 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A041 17.000 MILE| 1060.50000 18028.50| 1115.00000 18955.00| 1292.36000 21970.12 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 500.000 LF | 1.01000 505.00| 1.06000 530.00| 1.23000 615.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0140 701C000 33.000 MILE| 626.20000 20664.60| 657.50000 21697.50| 763.11000 25182.63 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20060106001 COUNTIES : CULLMAN LETTING DATE : 01/06/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 01087 |( 3 ) 04013 |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C001 66.000 MILE| 686.80000 45328.80| 721.20000 47599.20| 836.96000 55239.36 Solid Temporary Traffic Stripe | | | 0160 703A002 50.000 SQFT| 5.05000 252.50| 5.30000 265.00| 6.15000 307.50 Traffic Control Markings, Class 2, Type | | | A | | | 0170 705A030 66.000 EACH| 5.56000 366.96| 5.83000 384.78| 6.77000 446.82 Pavement Markers, Class A-H, Type 2-C | | | 0180 705A031 1086.000 EACH| 5.56000 6038.16| 5.83000 6331.38| 6.77000 7352.22 Pavement Markers, Class A-H, Type 1-A | | | 0190 731A010 1.000 EACH| 7000.00000 7000.00| 4410.00000 4410.00| 4872.19000 4872.19 Traffic Counting Units, Type K | | | 0200 731A014 1.000 EACH| 7500.00000 7500.00| 5040.00000 5040.00| 5568.22000 5568.22 Traffic Counting Units, Type O | | | 0210 740B000 979.000 SQFT| 7.95000 7783.05| 8.91000 8722.89| 9.85000 9643.15 Construction Signs | | | 0220 740C000 20.000 SQFT| 7.95000 159.00| 9.47000 189.40| 10.46000 209.20 Special Construction Signs | | | 0230 740D000 200.000 EACH| 60.80000 12160.00| 55.68000 11136.00| 61.54000 12308.00 Channelizing Drums | | | 0240 741C010 2.000 EACH| 2500.00000 5000.00| 1350.00000 2700.00| 1476.98000 2953.96 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0250 742A001 2.000 EACH| 15000.00000 30000.00| 5600.00000 11200.00| 6154.09000 12308.18 Portable Changeable Message Sign, Type | | | 0260 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 145,000.00) | | | SECTION TOTALS | $ 3,324,042.52| $ 3,588,220.02| $ 3,588,808.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,324,042.52| $ 3,588,220.02| $ 3,588,808.27 ====================================================================================================================================