ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 CONTRACT TIME : 270 Calendar Days CONTRACT DESCRIPTION : MOBILE PROJECT(S) : IM-I065(312) for constructing the Interchange Modifications (Grade, Drainage, Pavement, Signals, Lighting, and Signing) on I-65 at U.S.#45 in Prichard. Length - 0.362 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23029 J. S. WALTON & COMPANY, INC. $ 1,552,041.22 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 1,794,178.48 115.6012% 3 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 1,972,678.10 127.1022% 4 19058 S. J. & L., INC. $ 2,120,184.00 136.6062% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 23056 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C002 133.000 SQYD| 3.82000 508.06| 6.61000 879.13| 6.59000 876.47 Removing Concrete Slope Paving | | | 0020 206C003 1074.000 SQYD| 3.79000 4070.46| 7.27000 7807.98| 5.18000 5563.32 Removing Concrete Flumes | | | 0030 206D000 712.000 LF | 4.29000 3054.48| 7.93000 5646.16| 6.81000 4848.72 Removing Pipe | | | 0040 206D001 198.000 LF | 3.30000 653.40| 2.64000 522.72| 3.53000 698.94 Removing Guardrail | | | 0050 206D002 515.000 LF | 7.90000 4068.50| 6.61000 3404.15| 3.40000 1751.00 Removing Curb | | | 0060 206E000 16.000 EACH| 56.50000 904.00| 165.24000 2643.84| 103.15000 1650.40 Removing Headwalls | | | 0070 206E002 1.000 EACH| 226.18000 226.18| 660.95000 660.95| 200.42000 200.42 Removing Junction Boxes | | | 0080 206E008 7.000 EACH| 165.00000 1155.00| 178.46000 1249.22| 163.91000 1147.37 Removing Guardrail End Anchor (All Type | | | 0090 210A000 2613.000 CUYD| 9.14000 23882.82| 8.11000 21191.43| 10.45000 27305.85 Unclassified Excavation | | | 0100 210A005 799.000 CUYD| 9.29000 7422.71| 9.74000 7782.26| 14.91000 11913.09 Unclassified Excavation ( Asphalt | | | Pavement Removal) | | | 0110 210D001 257.000 CUYD| 11.89000 3055.73| 15.32000 3937.24| 10.42000 2677.94 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0120 214A000 511.000 CUYD| 4.92000 2514.12| 7.93000 4052.23| 7.33000 3745.63 Structure Excavation | | | 0130 214B000 326.000 CUYD| 9.68000 3155.68| 13.22000 4309.72| 11.72000 3820.72 Foundation Backfill, Local | | | 0140 230A000 21.000 RBST| 208.96000 4388.16| 358.19000 7521.99| 479.03000 10059.63 Roadbed Processing | | | 0150 301A012 4317.000 SQYD| 7.61000 32852.37| 10.86000 46882.62| 10.80000 46623.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 4009.000 SQYD| 0.88000 3527.92| 0.58000 2325.22| 1.11000 4449.99 Bituminous Treatment A | | | 0170 401B100 6110.000 SQYD| 2.68000 16374.80| 1.65000 10081.50| 1.45000 8859.50 Bituminous Treatment E (With Polymer | | | Additive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 23056 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 405A000 1406.000 GAL | 2.59000 3641.54| 1.44000 2024.64| 1.11000 1560.66 Tack Coat | | | 0190 408A053 13504.000 SQYD| 4.95000 66844.80| 2.31000 31194.24| 3.51000 47399.04 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0200 420A011 105.000 TON | 64.90000 6814.50| 153.24000 16090.20| 166.95000 17529.75 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0210 424A280 1915.000 TON | 58.30000 111644.50| 71.63000 137171.45| 83.48000 159864.20 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0220 424A283 15.000 TON | 68.20000 1023.00| 136.25000 2043.75| 166.95000 2504.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424A286 40.000 TON | 53.90000 2156.00| 130.69000 5227.60| 111.30000 4452.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B281 2152.000 TON | 56.10000 120727.20| 60.53000 130260.56| 83.48000 179648.96 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0250 424B285 158.000 TON | 68.20000 10775.60| 86.51000 13668.58| 166.95000 26378.10 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 424B289 66.000 TON | 53.90000 3557.40| 94.84000 6259.44| 111.30000 7345.80 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424B581 984.000 TON | 56.10000 55202.40| 64.13000 63103.92| 83.48000 82144.32 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0280 530A100 31.000 LF | 42.89000 1329.59| 60.66000 1880.46| 40.49000 1255.19 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 23056 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 530A103 15.000 LF | 74.00000 1110.00| 84.10000 1261.50| 79.27000 1189.05 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0300 530B004 92.000 LF | 63.09000 5804.28| 20.59000 1894.28| 78.91000 7259.72 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0310 530B005 134.000 LF | 81.04000 10859.36| 97.15000 13018.10| 90.41000 12114.94 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 530B006 318.000 LF | 94.35000 30003.30| 119.62000 38039.16| 109.14000 34706.52 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 530B011 62.000 LF | 31.49000 1952.38| 79.97000 4958.14| 32.23000 1998.26 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0340 533A097 98.000 LF | 20.06000 1965.88| 23.85000 2337.30| 26.73000 2619.54 15" Storm Sewer Pipe (Class 3 R.C.) | | | 0350 533A101 55.000 LF | 46.67000 2566.85| 60.79000 3343.45| 71.88000 3953.40 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0360 533B097 65.000 LF | 26.55000 1725.75| 33.44000 2173.60| 31.58000 2052.70 18" Span, 11" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0370 600A000 LUMP| 182800.00000 182800.00| 183691.00000 183691.00| 219597.00000 219597.00 Mobilization | | | 0380 614A000 217.000 CUYD| 247.50000 53707.50| 297.43000 64542.31| 250.43000 54343.31 Slope Paving | | | 0390 619A001 1.000 EACH| 412.50000 412.50| 495.71000 495.71| 417.38000 417.38 15" Roadway Pipe End Treatment, Class 1 | | | 0400 619A004 1.000 EACH| 726.00000 726.00| 872.46000 872.46| 734.58000 734.58 30" Roadway Pipe End Treatment, Class 1 | | | 0410 619A104 1.000 EACH| 1089.00000 1089.00| 1308.68000 1308.68| 1101.87000 1101.87 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0420 619B015 4.000 EACH| 467.50000 1870.00| 561.81000 2247.24| 473.03000 1892.12 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0430 619B019 2.000 EACH| 924.00000 1848.00| 1110.40000 2220.80| 934.92000 1869.84 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 23056 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 619B270 2.000 EACH| 1056.00000 2112.00| 1269.02000 2538.04| 1068.48000 2136.96 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0450 619B271 4.000 EACH| 1320.00000 5280.00| 1586.28000 6345.12| 1335.60000 5342.40 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0460 620A000 1.000 CUYD| 660.00000 660.00| 793.14000 793.14| 667.80000 667.80 Minor Structure Concrete | | | 0470 621A000 1.000 EACH| 3300.00000 3300.00| 3965.70000 3965.70| 3339.00000 3339.00 Junction Boxes, Type 1, 1P Or 5 | | | 0480 621A005 2.000 EACH| 2420.00000 4840.00| 2908.18000 5816.36| 2448.60000 4897.20 Junction Boxes, Type 1 | | | 0490 621C001 2.000 EACH| 1650.00000 3300.00| 1982.85000 3965.70| 1669.50000 3339.00 Inlets, Type B | | | 0500 623B000 273.000 LF | 11.00000 3003.00| 13.22000 3609.06| 11.13000 3038.49 Concrete Curb, Type N | | | 0510 630A001 513.000 LF | 17.60000 9028.80| 19.04000 9767.52| 16.70000 8567.10 Steel Beam Guardrail, Class A, Type 2 | | | 0520 630A018 187.000 LF | 25.85000 4833.95| 27.76000 5191.12| 27.83000 5204.21 Steel Beam Guardrail, Class A, Type 2 | | | (Double Faced Median Barrier) | | | 0530 630C001 3.000 EACH| 1100.00000 3300.00| 1189.71000 3569.13| 639.98000 1919.94 Guardrail End Anchor, Type 8 | | | 0540 630C003 2.000 EACH| 1320.00000 2640.00| 1427.65000 2855.30| 1502.55000 3005.10 Guardrail End Anchor, Type 13 | | | 0550 630C044 2.000 EACH| 5500.00000 11000.00| 6609.49000 13218.98| 5008.50000 10017.00 Guardrail End Anchor, Type 21 | | | 0560 630C050 3.000 EACH| 1980.00000 5940.00| 2115.04000 6345.12| 1892.10000 5676.30 Guardrail End Anchor, Type 20 Series | | | 0570 650A000 2786.000 CUYD| 8.88000 24739.68| 15.72000 43795.92| 9.95000 27720.70 Topsoil | | | 0580 652A061 5.000 ACRE| 838.69000 4193.45| 660.95000 3304.75| 556.50000 2782.50 Seeding (Mix 3E) | | | 0590 654A001 68.000 SQYD| 2.77000 188.36| 5.29000 359.72| 5.57000 378.76 Solid Sodding (Bermuda) | | | 0600 656A000 5.000 ACRE| 532.12000 2660.60| 660.95000 3304.75| 556.50000 2782.50 Mulching, Class A, Type 1 | | | 0610 659A000 200.000 SQYD| 1.65000 330.00| 4.00000 800.00| 2.23000 446.00 Erosion Control Netting, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 23056 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 665A000 5.000 ACRE| 559.14000 2795.70| 462.66000 2313.30| 417.38000 2086.90 Temporary Seeding | | | 0630 665B000 5.000 ACRE| 377.70000 1888.50| 462.66000 2313.30| 417.38000 2086.90 Temporary Mulching | | | 0640 665F000 250.000 EACH| 3.96000 990.00| 7.03000 1757.50| 12.67000 3167.50 Hay Bales | | | 0650 665G000 1000.000 EACH| 3.30000 3300.00| 7.48000 7480.00| 4.06000 4060.00 Sand Bags | | | 0660 665J000 4000.000 LF | 2.82000 11280.00| 3.28000 13120.00| 4.78000 19120.00 Silt Fence, Type A | | | 0670 666A001 5.000 ACRE| 275.00000 1375.00| 39.66000 198.30| 33.39000 166.95 Pest Control Treatment | | | 0680 680A000 LUMP| 67000.00000 67000.00| 17756.34000 17756.34| 31656.00000 31656.00 Engineering Controls | | | 0690 701A028 2.000 MILE| 2200.00000 4400.00| 2643.80000 5287.60| 1502.55000 3005.10 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0700 701A032 1.000 MILE| 2200.00000 2200.00| 2643.80000 2643.80| 1474.73000 1474.73 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0710 701A041 1.000 MILE| 1100.00000 1100.00| 1321.90000 1321.90| 1051.79000 1051.79 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0720 701B009 3840.000 LF | 0.99000 3801.60| 1.19000 4569.60| 0.83000 3187.20 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0730 701C000 1.000 MILE| 550.00000 550.00| 660.95000 660.95| 428.51000 428.51 Broken Temporary Traffic Stripe | | | 0740 701C001 4.000 MILE| 550.00000 2200.00| 660.95000 2643.80| 528.68000 2114.72 Solid Temporary Traffic Stripe | | | 0750 701D007 1.000 MILE| 1650.00000 1650.00| 1982.85000 1982.85| 2059.05000 2059.05 Solid Traffic Stripe Removed (Paint) | | | 0760 701D008 1.000 MILE| 1650.00000 1650.00| 1982.85000 1982.85| 2170.35000 2170.35 Solid Traffic Stripe Removed (Plastic) | | | 0770 701D014 1.000 MILE| 1540.00000 1540.00| 1850.66000 1850.66| 1880.97000 1880.97 Broken Traffic Stripe Removed (Paint) | | | 0780 701D015 1.000 MILE| 1540.00000 1540.00| 1850.66000 1850.66| 1975.58000 1975.58 Broken Traffic Stripe Removed (Plastic) | | | 0790 701G073 1435.000 LF | 1.10000 1578.50| 1.32000 1894.20| 0.50000 717.50 Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 23056 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 701G121 1404.000 LF | 1.61000 2260.44| 1.93000 2709.72| 5.95000 8353.80 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0810 701G125 702.000 LF | 5.03000 3531.06| 6.04000 4240.08| 5.95000 4176.90 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0820 701G133 702.000 LF | 5.03000 3531.06| 6.04000 4240.08| 5.95000 4176.90 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0830 703A002 4805.000 SQFT| 2.48000 11916.40| 2.97000 14270.85| 2.62000 12589.10 Traffic Control Markings, Class 2, Type | | | A | | | 0840 703B002 560.000 SQFT| 3.58000 2004.80| 4.30000 2408.00| 3.06000 1713.60 Traffic Control Legends, Class 2, Type | | | 0850 705A030 504.000 EACH| 5.50000 2772.00| 6.61000 3331.44| 4.84000 2439.36 Pavement Markers, Class A-H, Type 2-C | | | 0860 705A031 298.000 EACH| 5.50000 1639.00| 6.61000 1969.78| 4.84000 1442.32 Pavement Markers, Class A-H, Type 1-A | | | 0870 705A032 103.000 EACH| 5.50000 566.50| 6.61000 680.83| 4.84000 498.52 Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 27.000 EACH| 5.50000 148.50| 6.61000 178.47| 4.84000 130.68 Pavement Markers, Class A-H, Type 2-D | | | 0890 705A038 8.000 EACH| 5.50000 44.00| 6.61000 52.88| 5.57000 44.56 Pavement Markers, Class A-H, Type 2-E | | | 0900 710A028 22.000 SQFT| 28.36000 623.92| 132.19000 2908.18| 111.30000 2448.60 Class 2,Aluminum Flat Sign Panels 0.04" | | | Thickness(Type III Or Type IV Background| | | 0910 710A115 58.000 SQFT| 23.54000 1365.32| 21.15000 1226.70| 17.81000 1032.98 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0920 710A126 10.000 SQFT| 51.90000 519.00| 66.10000 661.00| 55.65000 556.50 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0930 710A140 523.000 SQFT| 25.19000 13174.37| 33.05000 17285.15| 27.83000 14555.09 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 23056 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 710A141 76.000 SQFT| 33.55000 2549.80| 35.69000 2712.44| 30.05000 2283.80 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 0950 710A142 92.000 SQFT| 26.65000 2451.80| 35.69000 3283.48| 30.05000 2764.60 Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | 0960 710B001 158.000 LF | 11.11000 1755.38| 9.25000 1461.50| 7.79000 1230.82 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0970 710C000 LUMP| 1876.11000 1876.11| 7931.39000 7931.39| 8348.00000 8348.00 Removal Of Existing Roadway Signs | | | 0980 710E000 103.000 LF | 34.06000 3508.18| 66.09000 6807.27| 55.65000 5731.95 Overhead Roadway Sign Hangers, W6 X 9 | | | 0990 711A000 LUMP| 1940.82000 1940.82| 6609.50000 6609.50| 5566.00000 5566.00 Roadway Sign Relocation | | | 1000 717A000 LUMP| 1035.08000 1035.08| 5287.59000 5287.59| 5565.00000 5565.00 Overhead Roadway Sign Structure No. #1 | | | RENOVATION | | | 1010 717A001 LUMP| 1034.97000 1034.97| 5287.59000 5287.59| 5565.00000 5565.00 Overhead Roadway Sign Structure No. #3 | | | RENOVATION | | | 1020 717A002 LUMP| 1034.97000 1034.97| 5287.59000 5287.59| 5565.00000 5565.00 Overhead Roadway Sign Structure No. #4 | | | RENOVATION | | | 1030 726A000 60.000 LF | 36.74000 2204.40| 46.27000 2776.20| 74.18000 4450.80 Portable Concrete Safety Barriers, Type | | | 6 | | | 1040 730A012 LUMP| 1035.08000 1035.08| 4626.65000 4626.65| 3895.50000 3895.50 Removal Of Existing Traffic Control | | | Unit (Partial)( (U.S. Highway 45 @ | | | Berkey Avenue) | | | 1050 730A013 LUMP| 2199.79000 2199.79| 5948.54000 5948.54| 5008.50000 5008.50 Removal Of Existing Traffic Control | | | Unit (Partial) U.S. Highway 45 @ I-65 | | | North Bound Ramp) | | | 1060 730A014 LUMP| 1552.64000 1552.64| 7270.44000 7270.44| 6121.50000 6121.50 Removal Of Existing Traffic Control | | | Unit (Partial) (U.S. Highway 45 @ Leeds | | | Avenue) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 23056 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 730C000 LUMP| 1776.29000 1776.29| 2643.80000 2643.80| 2226.00000 2226.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 45 @ Berkley | | | Avenue) | | | 1080 730C001 LUMP| 6023.46000 6023.46| 8592.34000 8592.34| 7234.50000 7234.50 Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 45 @ I-65 | | | NorthBound Ramp) | | | 1090 730C002 LUMP| 6182.97000 6182.97| 8592.34000 8592.34| 7234.50000 7234.50 Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 45 @ I-65 | | | SouthBound Ramp) | | | 1100 730C003 LUMP| 7201.87000 7201.87| 8592.34000 8592.34| 7234.50000 7234.50 Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 45 @ Leeds | | | Avenue) | | | 1110 730E000 9.000 EACH| 1827.29000 16445.61| 3304.75000 29742.75| 2782.50000 25042.50 Metal Traffic Signal Pole Foundation | | | 1120 730G001 9.000 EACH| 5501.82000 49516.38| 6609.49000 59485.41| 5565.00000 50085.00 Metal Traffic Signal Strain Pole | | | 1130 730H001 6350.000 LF | 8.24000 52324.00| 5.95000 37782.50| 5.01000 31813.50 Loop Wire | | | 1140 730I001 6250.000 LF | 1.03000 6437.50| 1.98000 12375.00| 1.67000 10437.50 Loop Detector Lead-In-Cable | | | 1150 730J010 22.000 EACH| 173.43000 3815.46| 171.85000 3780.70| 33.39000 734.58 Vehicle Loop Detector | | | 1160 730K000 10.000 EACH| 613.09000 6130.90| 528.76000 5287.60| 111.30000 1113.00 Traffic Signal Junction Box | | | 1170 730L003 360.000 LF | 6.58000 2368.80| 4.63000 1666.80| 3.90000 1404.00 1", Non-Metallic, Conduit | | | 1180 730L004 850.000 LF | 17.44000 14824.00| 31.73000 26970.50| 26.71000 22703.50 2", Metallic, Conduit | | | 1190 730L005 1040.000 LF | 5.24000 5449.60| 5.95000 6188.00| 5.01000 5210.40 2", Non-Metallic, Conduit | | | 1200 730N010 9.000 EACH| 373.16000 3358.44| 690.03000 6210.27| 580.99000 5228.91 Luminaire Extension Assembly, ( 12 Feet | | | ) | | | 1210 730P022 27.000 EACH| 731.37000 19746.99| 984.81000 26589.87| 829.19000 22388.13 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 23056 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 730P023 2.000 EACH| 1046.52000 2093.04| 1262.42000 2524.84| 1062.92000 2125.84 Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 1230 730P024 1.000 EACH| 1215.71000 1215.71| 1462.03000 1462.03| 1230.98000 1230.98 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1240 730R022 3.000 EACH| 8061.45000 24184.35| 10575.19000 31725.57| 8904.00000 26712.00 Controller Assembly, Type III, 8 Phase | | | 1250 730R030 1.000 EACH| 11355.75000 11355.75| 22406.18000 22406.18| 18865.35000 18865.35 Controller Assembly, Type III, Master | | | 1260 730T000 3.000 EACH| 1069.64000 3208.92| 1057.52000 3172.56| 890.40000 2671.20 Wood Pole | | | 1270 734A011 3000.000 LF | 2.61000 7830.00| 2.78000 8340.00| 2.34000 7020.00 Cable OSP, Loose Tube, 24F SM | | | 1280 734B005 140.000 LF | 1.45000 203.00| 2.78000 389.20| 2.34000 327.60 Drop Cable OSP 6F SM Central Core | | | 1290 734E000 2175.000 LF | 0.70000 1522.50| 0.83000 1805.25| 0.70000 1522.50 Detectable Tape System | | | 1300 734E100 2175.000 LF | 9.08000 19749.00| 9.99000 21728.25| 8.41000 18291.75 Buried Duct HDPE 2x2 Inch | | | 1310 734F002 4.000 EACH| 1544.17000 6176.68| 185.07000 740.28| 44.52000 178.08 Distribution Hardware SFDU 12 Fiber | | | 1320 734G002 24.000 EACH| 51.98000 1247.52| 49.97000 1199.28| 42.07000 1009.68 Connector FC Termination SM | | | 1330 734G006 4.000 EACH| 955.89000 3823.56| 632.93000 2531.72| 532.91000 2131.64 Splice Closure, Undergrade | | | 1340 734G009 24.000 EACH| 55.90000 1341.60| 83.28000 1998.72| 70.12000 1682.88 Splicing, Fusion | | | 1350 734H015 16.000 EACH| 56.55000 904.80| 19.99000 319.84| 16.83000 269.28 Patch Cord Simplex SM,FC | | | 1360 734J000 4.000 EACH| 991.87000 3967.48| 1115.95000 4463.80| 939.60000 3758.40 Commbox F1 | | | 1370 734N001 4.000 EACH| 2297.49000 9189.96| 1043.05000 4172.20| 1130.81000 4523.24 Fiber Optic Transceiver, Remote SM, Dat | | | 1380 740B000 1563.000 SQFT| 5.88000 9190.44| 11.74000 18349.62| 18.56000 29009.28 Construction Signs | | | 1390 740C000 181.000 SQFT| 12.08000 2186.48| 12.48000 2258.88| 20.93000 3788.33 Special Construction Signs | | | 1400 740D000 200.000 EACH| 3.02000 604.00| 80.73000 16146.00| 100.73000 20146.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 23056 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 740E000 100.000 EACH| 5.49000 549.00| 14.38000 1438.00| 17.69000 1769.00 Cones (36 Inches High) | | | 1420 740F002 20.000 EACH| 17.86000 357.20| 234.85000 4697.00| 316.64000 6332.80 Barricades, Type III | | | 1430 740I005 8.000 EACH| 252.94000 2023.52| 104.22000 833.76| 222.81000 1782.48 Warning Lights, Type B (Detachable Head | | | 1440 740M001 100.000 EACH| 3.02000 302.00| 9.98000 998.00| 11.88000 1188.00 Ballast For Cone | | | 1450 741C010 2.000 EACH| 5087.37000 10174.74| 6605.23000 13210.46| 8169.63000 16339.26 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1460 742A001 6.000 EACH| 15000.00000 90000.00| 14540.88000 87245.28| 32678.53000 196071.18 Portable Changeable Message Sign, Type | | | 1470 750Z100 LUMP| 60000.00000 60000.00| 97886.58000 97886.58| 82417.65000 82417.65 Roadway Lighting System(Rehabilitation) | | | 1480 756A020 20.000 LF | 14.29000 285.80| 26.44000 528.80| 22.26000 445.20 2" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1490 756A028 455.000 LINF| 24.43000 11115.65| 46.27000 21052.85| 38.96000 17726.80 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | 1500 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 | $ 1,552,041.22| $ 1,794,178.48| $ 1,972,678.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,552,041.22| $ 1,794,178.48| $ 1,972,678.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C002 133.000 SQYD| 6.25000 831.25| | Removing Concrete Slope Paving | | | 0020 206C003 1074.000 SQYD| 4.65000 4994.10| | Removing Concrete Flumes | | | 0030 206D000 712.000 LF | 14.25000 10146.00| | Removing Pipe | | | 0040 206D001 198.000 LF | 3.05000 603.90| | Removing Guardrail | | | 0050 206D002 515.000 LF | 7.25000 3733.75| | Removing Curb | | | 0060 206E000 16.000 EACH| 372.00000 5952.00| | Removing Headwalls | | | 0070 206E002 1.000 EACH| 1000.00000 1000.00| | Removing Junction Boxes | | | 0080 206E008 7.000 EACH| 152.00000 1064.00| | Removing Guardrail End Anchor (All Type | | | 0090 210A000 2613.000 CUYD| 8.75000 22863.75| | Unclassified Excavation | | | 0100 210A005 799.000 CUYD| 10.25000 8189.75| | Unclassified Excavation ( Asphalt | | | Pavement Removal) | | | 0110 210D001 257.000 CUYD| 12.00000 3084.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0120 214A000 511.000 CUYD| 9.00000 4599.00| | Structure Excavation | | | 0130 214B000 326.000 CUYD| 14.10000 4596.60| | Foundation Backfill, Local | | | 0140 230A000 21.000 RBST| 535.00000 11235.00| | Roadbed Processing | | | 0150 301A012 4317.000 SQYD| 13.55000 58495.35| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 4009.000 SQYD| 1.10000 4409.90| | Bituminous Treatment A | | | 0170 401B100 6110.000 SQYD| 1.40000 8554.00| | Bituminous Treatment E (With Polymer | | | Additive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 405A000 1406.000 GAL | 1.10000 1546.60| | Tack Coat | | | 0190 408A053 13504.000 SQYD| 3.40000 45913.60| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0200 420A011 105.000 TON | 161.00000 16905.00| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0210 424A280 1915.000 TON | 80.50000 154157.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0220 424A283 15.000 TON | 130.00000 1950.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424A286 40.000 TON | 110.00000 4400.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B281 2152.000 TON | 80.50000 173236.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0250 424B285 158.000 TON | 110.00000 17380.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 424B289 66.000 TON | 110.00000 7260.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424B581 984.000 TON | 80.50000 79212.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0280 530A100 31.000 LF | 39.10000 1212.10| | 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 530A103 15.000 LF | 97.00000 1455.00| | 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0300 530B004 92.000 LF | 132.50000 12190.00| | 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0310 530B005 134.000 LF | 171.00000 22914.00| | 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 530B006 318.000 LF | 210.00000 66780.00| | 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 530B011 62.000 LF | 50.35000 3121.70| | 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0340 533A097 98.000 LF | 45.00000 4410.00| | 15" Storm Sewer Pipe (Class 3 R.C.) | | | 0350 533A101 55.000 LF | 96.30000 5296.50| | 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0360 533B097 65.000 LF | 51.60000 3354.00| | 18" Span, 11" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0370 600A000 LUMP| 395500.00000 395500.00| | Mobilization | | | 0380 614A000 217.000 CUYD| 240.00000 52080.00| | Slope Paving | | | 0390 619A001 1.000 EACH| 750.00000 750.00| | 15" Roadway Pipe End Treatment, Class 1 | | | 0400 619A004 1.000 EACH| 1000.00000 1000.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0410 619A104 1.000 EACH| 1250.00000 1250.00| | 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0420 619B015 4.000 EACH| 455.00000 1820.00| | 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0430 619B019 2.000 EACH| 900.00000 1800.00| | 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 619B270 2.000 EACH| 1030.00000 2060.00| | 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0450 619B271 4.000 EACH| 1300.00000 5200.00| | 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0460 620A000 1.000 CUYD| 750.00000 750.00| | Minor Structure Concrete | | | 0470 621A000 1.000 EACH| 3500.00000 3500.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0480 621A005 2.000 EACH| 2365.00000 4730.00| | Junction Boxes, Type 1 | | | 0490 621C001 2.000 EACH| 1610.00000 3220.00| | Inlets, Type B | | | 0500 623B000 273.000 LF | 10.75000 2934.75| | Concrete Curb, Type N | | | 0510 630A001 513.000 LF | 16.15000 8284.95| | Steel Beam Guardrail, Class A, Type 2 | | | 0520 630A018 187.000 LF | 23.75000 4441.25| | Steel Beam Guardrail, Class A, Type 2 | | | (Double Faced Median Barrier) | | | 0530 630C001 3.000 EACH| 1010.00000 3030.00| | Guardrail End Anchor, Type 8 | | | 0540 630C003 2.000 EACH| 1210.00000 2420.00| | Guardrail End Anchor, Type 13 | | | 0550 630C044 2.000 EACH| 5050.00000 10100.00| | Guardrail End Anchor, Type 21 | | | 0560 630C050 3.000 EACH| 1820.00000 5460.00| | Guardrail End Anchor, Type 20 Series | | | 0570 650A000 2786.000 CUYD| 16.15000 44993.90| | Topsoil | | | 0580 652A061 5.000 ACRE| 1330.00000 6650.00| | Seeding (Mix 3E) | | | 0590 654A001 68.000 SQYD| 7.50000 510.00| | Solid Sodding (Bermuda) | | | 0600 656A000 5.000 ACRE| 1300.00000 6500.00| | Mulching, Class A, Type 1 | | | 0610 659A000 200.000 SQYD| 3.80000 760.00| | Erosion Control Netting, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 665A000 5.000 ACRE| 980.00000 4900.00| | Temporary Seeding | | | 0630 665B000 5.000 ACRE| 850.00000 4250.00| | Temporary Mulching | | | 0640 665F000 250.000 EACH| 12.00000 3000.00| | Hay Bales | | | 0650 665G000 1000.000 EACH| 6.10000 6100.00| | Sand Bags | | | 0660 665J000 4000.000 LF | 6.90000 27600.00| | Silt Fence, Type A | | | 0670 666A001 5.000 ACRE| 275.00000 1375.00| | Pest Control Treatment | | | 0680 680A000 LUMP| 45000.00000 45000.00| | Engineering Controls | | | 0690 701A028 2.000 MILE| 2100.00000 4200.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0700 701A032 1.000 MILE| 2100.00000 2100.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0710 701A041 1.000 MILE| 1020.00000 1020.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0720 701B009 3840.000 LF | 1.00000 3840.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0730 701C000 1.000 MILE| 600.00000 600.00| | Broken Temporary Traffic Stripe | | | 0740 701C001 4.000 MILE| 600.00000 2400.00| | Solid Temporary Traffic Stripe | | | 0750 701D007 1.000 MILE| 1600.00000 1600.00| | Solid Traffic Stripe Removed (Paint) | | | 0760 701D008 1.000 MILE| 1600.00000 1600.00| | Solid Traffic Stripe Removed (Plastic) | | | 0770 701D014 1.000 MILE| 1500.00000 1500.00| | Broken Traffic Stripe Removed (Paint) | | | 0780 701D015 1.000 MILE| 1500.00000 1500.00| | Broken Traffic Stripe Removed (Plastic) | | | 0790 701G073 1435.000 LF | 1.05000 1506.75| | Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 701G121 1404.000 LF | 1.50000 2106.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0810 701G125 702.000 LF | 4.70000 3299.40| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0820 701G133 702.000 LF | 4.70000 3299.40| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0830 703A002 4805.000 SQFT| 2.30000 11051.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0840 703B002 560.000 SQFT| 3.35000 1876.00| | Traffic Control Legends, Class 2, Type | | | 0850 705A030 504.000 EACH| 5.10000 2570.40| | Pavement Markers, Class A-H, Type 2-C | | | 0860 705A031 298.000 EACH| 5.20000 1549.60| | Pavement Markers, Class A-H, Type 1-A | | | 0870 705A032 103.000 EACH| 5.30000 545.90| | Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 27.000 EACH| 5.50000 148.50| | Pavement Markers, Class A-H, Type 2-D | | | 0890 705A038 8.000 EACH| 6.00000 48.00| | Pavement Markers, Class A-H, Type 2-E | | | 0900 710A028 22.000 SQFT| 26.25000 577.50| | Class 2,Aluminum Flat Sign Panels 0.04" | | | Thickness(Type III Or Type IV Background| | | 0910 710A115 58.000 SQFT| 27.25000 1580.50| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0920 710A126 10.000 SQFT| 27.25000 272.50| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0930 710A140 523.000 SQFT| 28.25000 14774.75| | Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 710A141 76.000 SQFT| 27.25000 2071.00| | Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 0950 710A142 92.000 SQFT| 27.25000 2507.00| | Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | 0960 710B001 158.000 LF | 7.60000 1200.80| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0970 710C000 LUMP| 3000.00000 3000.00| | Removal Of Existing Roadway Signs | | | 0980 710E000 103.000 LF | 55.50000 5716.50| | Overhead Roadway Sign Hangers, W6 X 9 | | | 0990 711A000 LUMP| 4000.00000 4000.00| | Roadway Sign Relocation | | | 1000 717A000 LUMP| 6000.00000 6000.00| | Overhead Roadway Sign Structure No. #1 | | | RENOVATION | | | 1010 717A001 LUMP| 6000.00000 6000.00| | Overhead Roadway Sign Structure No. #3 | | | RENOVATION | | | 1020 717A002 LUMP| 6000.00000 6000.00| | Overhead Roadway Sign Structure No. #4 | | | RENOVATION | | | 1030 726A000 60.000 LF | 40.00000 2400.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1040 730A012 LUMP| 3650.00000 3650.00| | Removal Of Existing Traffic Control | | | Unit (Partial)( (U.S. Highway 45 @ | | | Berkey Avenue) | | | 1050 730A013 LUMP| 5000.00000 5000.00| | Removal Of Existing Traffic Control | | | Unit (Partial) U.S. Highway 45 @ I-65 | | | North Bound Ramp) | | | 1060 730A014 LUMP| 6000.00000 6000.00| | Removal Of Existing Traffic Control | | | Unit (Partial) (U.S. Highway 45 @ Leeds | | | Avenue) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 730C000 LUMP| 2100.00000 2100.00| | Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 45 @ Berkley | | | Avenue) | | | 1080 730C001 LUMP| 7000.00000 7000.00| | Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 45 @ I-65 | | | NorthBound Ramp) | | | 1090 730C002 LUMP| 7000.00000 7000.00| | Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 45 @ I-65 | | | SouthBound Ramp) | | | 1100 730C003 LUMP| 7000.00000 7000.00| | Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 45 @ Leeds | | | Avenue) | | | 1110 730E000 9.000 EACH| 3030.00000 27270.00| | Metal Traffic Signal Pole Foundation | | | 1120 730G001 9.000 EACH| 6050.00000 54450.00| | Metal Traffic Signal Strain Pole | | | 1130 730H001 6350.000 LF | 4.55000 28892.50| | Loop Wire | | | 1140 730I001 6250.000 LF | 2.55000 15937.50| | Loop Detector Lead-In-Cable | | | 1150 730J010 22.000 EACH| 132.00000 2904.00| | Vehicle Loop Detector | | | 1160 730K000 10.000 EACH| 405.00000 4050.00| | Traffic Signal Junction Box | | | 1170 730L003 360.000 LF | 3.60000 1296.00| | 1", Non-Metallic, Conduit | | | 1180 730L004 850.000 LF | 24.20000 20570.00| | 2", Metallic, Conduit | | | 1190 730L005 1040.000 LF | 4.60000 4784.00| | 2", Non-Metallic, Conduit | | | 1200 730N010 9.000 EACH| 810.00000 7290.00| | Luminaire Extension Assembly, ( 12 Feet | | | ) | | | 1210 730P022 27.000 EACH| 810.00000 21870.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 730P023 2.000 EACH| 1125.00000 2250.00| | Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 1230 730P024 1.000 EACH| 1300.00000 1300.00| | Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1240 730R022 3.000 EACH| 12110.00000 36330.00| | Controller Assembly, Type III, 8 Phase | | | 1250 730R030 1.000 EACH| 17000.00000 17000.00| | Controller Assembly, Type III, Master | | | 1260 730T000 3.000 EACH| 810.00000 2430.00| | Wood Pole | | | 1270 734A011 3000.000 LF | 2.10000 6300.00| | Cable OSP, Loose Tube, 24F SM | | | 1280 734B005 140.000 LF | 2.20000 308.00| | Drop Cable OSP 6F SM Central Core | | | 1290 734E000 2175.000 LF | 0.65000 1413.75| | Detectable Tape System | | | 1300 734E100 2175.000 LF | 7.65000 16638.75| | Buried Duct HDPE 2x2 Inch | | | 1310 734F002 4.000 EACH| 150.00000 600.00| | Distribution Hardware SFDU 12 Fiber | | | 1320 734G002 24.000 EACH| 38.15000 915.60| | Connector FC Termination SM | | | 1330 734G006 4.000 EACH| 500.00000 2000.00| | Splice Closure, Undergrade | | | 1340 734G009 24.000 EACH| 63.60000 1526.40| | Splicing, Fusion | | | 1350 734H015 16.000 EACH| 15.50000 248.00| | Patch Cord Simplex SM,FC | | | 1360 734J000 4.000 EACH| 850.00000 3400.00| | Commbox F1 | | | 1370 734N001 4.000 EACH| 2035.00000 8140.00| | Fiber Optic Transceiver, Remote SM, Dat | | | 1380 740B000 1563.000 SQFT| 12.60000 19693.80| | Construction Signs | | | 1390 740C000 181.000 SQFT| 16.00000 2896.00| | Special Construction Signs | | | 1400 740D000 200.000 EACH| 86.00000 17200.00| | Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040402001 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 19058 |( ) |( ) |S. J. & L., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 740E000 100.000 EACH| 10.10000 1010.00| | Cones (36 Inches High) | | | 1420 740F002 20.000 EACH| 315.00000 6300.00| | Barricades, Type III | | | 1430 740I005 8.000 EACH| 425.00000 3400.00| | Warning Lights, Type B (Detachable Head | | | 1440 740M001 100.000 EACH| 6.75000 675.00| | Ballast For Cone | | | 1450 741C010 2.000 EACH| 3550.00000 7100.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1460 742A001 6.000 EACH| 16150.00000 96900.00| | Portable Changeable Message Sign, Type | | | 1470 750Z100 LUMP| 76000.00000 76000.00| | Roadway Lighting System(Rehabilitation) | | | 1480 756A020 20.000 LF | 20.25000 405.00| | 2" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1490 756A028 455.000 LINF| 35.30000 16061.50| | 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | 1500 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,120,184.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,120,184.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20040402002 COUNTIES : ESCAMBIA LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 CONTRACT TIME : 210 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I065(334) for constructing the Planing, Resurfacing, Guardrail and Traffic Stripe on I-65 from the Baldwin County line (MP 48.074) to S.R.#21 (MP 57.637). Length 9.563 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 5,821,632.21 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 5,841,663.82 100.3441% 3 01087 APAC-SOUTHEAST, INC. $ 6,252,077.81 107.3939% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040402002 COUNTIES : ESCAMBIA LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01087 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, 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 206D001 5238.000 LF | 0.50000 2619.00| 0.50000 2619.00| 0.50000 2619.00 Removing Guardrail | | | 0020 206E008 83.000 EACH| 50.00000 4150.00| 50.00000 4150.00| 50.00000 4150.00 Removing Guardrail End Anchor (All Type | | | 0030 210D022 6000.000 CUYD| 8.25000 49500.00| 6.17000 37020.00| 11.00000 66000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0040 405A000 60988.000 GAL | 0.89000 54279.32| 1.08000 65867.04| 1.00000 60988.00 Tack Coat | | | 0050 408A052 100999.000 SQYD| 0.07000 7069.93| 0.47000 47469.53| 0.60000 60599.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 408A054 286175.000 SQYD| 0.01000 2861.75| 0.46000 131640.50| 0.60000 171705.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0070 408A057 28289.000 SQYD| 0.49000 13861.61| 0.94000 26591.66| 1.40000 39604.60 Planing Existing Pavement | | | (Approximately 6.10" Thru 7.0" Thick) | | | 0075 410B000 1.000 EACH| 5000.00000 5000.00| 4594.41000 4594.41| 2900.00000 2900.00 State Furnished Profilograph | | | 0080 410H000 1.000 EACH| 24000.00000 24000.00| 161616.88000 161616.88| 20000.00000 20000.00 Material Remixing Device | | | 0090 420A011 13223.000 TON | 53.80000 711397.40| 47.65000 630075.95| 56.00000 740488.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0100 423A003 20067.000 TON | 43.55000 873917.85| 43.73000 877529.91| 50.80000 1019403.60 Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0110 423A006 25.000 TON | 50.00000 1250.00| 46.70000 1167.50| 155.00000 3875.00 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size, Leveling | | | 0120 423B001 46083.000 TON | 43.15000 1988481.45| 40.91000 1885255.53| 50.40000 2322583.20 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0130 424A360 9448.000 TON | 33.18000 313484.64| 33.61000 317547.28| 33.45000 316035.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040402002 COUNTIES : ESCAMBIA LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01087 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424A366 50.000 TON | 50.00000 2500.00| 33.58000 1679.00| 125.00000 6250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 13830.000 TON | 34.80000 481284.00| 30.51000 421953.30| 32.50000 449475.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0160 424B655 100.000 TON | 50.00000 5000.00| 30.51000 3051.00| 110.00000 11000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 428C000 196796.000 LF | 0.08000 15743.68| 0.12000 23615.52| 0.11000 21647.56 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0180 600A000 LUMP| 430000.00000 430000.00| 367714.86000 367714.86| 80000.00000 80000.00 Mobilization | | | 0190 630A033 11988.000 LF | 16.00000 191808.00| 16.00000 191808.00| 16.00000 191808.00 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0200 630C001 8.000 EACH| 575.00000 4600.00| 575.00000 4600.00| 575.00000 4600.00 Guardrail End Anchor, Type 8 | | | 0210 630C003 18.000 EACH| 1100.00000 19800.00| 1100.00000 19800.00| 1100.00000 19800.00 Guardrail End Anchor, Type 13 | | | 0220 630C050 61.000 EACH| 1500.00000 91500.00| 1500.00000 91500.00| 1500.00000 91500.00 Guardrail End Anchor, Type 20 Series | | | 0230 631F000 9838.000 LF | 5.25000 51649.50| 5.25000 51649.50| 5.25000 51649.50 Steel Beam Guardrail Class A, Type 1 | | | Relocated | | | 0240 631G008 29.000 EACH| 250.00000 7250.00| 250.00000 7250.00| 250.00000 7250.00 Guardrail End Anchor Type 8 Relocated | | | 0250 650A000 11000.000 CUYD| 8.25000 90750.00| 8.45000 92950.00| 12.00000 132000.00 Topsoil | | | 0260 654A001 3086.000 SQYD| 4.00000 12344.00| 3.00000 9258.00| 3.40000 10492.40 Solid Sodding (Bermuda) | | | 0270 658A003 27.000 ACRE| 1500.00000 40500.00| 2066.78000 55803.06| 945.00000 25515.00 Hydro-Seeding & Mulching (Mix 3E) | | | 0280 665F000 960.000 EACH| 5.00000 4800.00| 5.79000 5558.40| 6.30000 6048.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040402002 COUNTIES : ESCAMBIA LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01087 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 665G000 600.000 EACH| 4.00000 2400.00| 4.71000 2826.00| 2.20000 1320.00 Sand Bags | | | 0300 665J000 5000.000 LF | 4.75000 23750.00| 2.59000 12950.00| 3.00000 15000.00 Silt Fence, Type A | | | 0310 701A028 23.000 MILE| 1735.00000 39905.00| 1095.00000 25185.00| 1095.00000 25185.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0320 701A032 22.000 MILE| 1735.00000 38170.00| 1085.00000 23870.00| 1085.00000 23870.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0330 701A041 21.000 MILE| 1005.00000 21105.00| 785.00000 16485.00| 785.00000 16485.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0340 701A046 2.000 MILE| 1005.00000 2010.00| 775.00000 1550.00| 775.00000 1550.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0350 701B009 3002.000 LF | 0.90000 2701.80| 0.65000 1951.30| 0.65000 1951.30 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0360 701B016 135.000 LF | 8.60000 1161.00| 5.35000 722.25| 5.35000 722.25 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0370 701C000 60.000 MILE| 301.75000 18105.00| 325.00000 19500.00| 325.00000 19500.00 Broken Temporary Traffic Stripe | | | 0380 701C001 126.000 MILE| 372.00000 46872.00| 400.00000 50400.00| 400.00000 50400.00 Solid Temporary Traffic Stripe | | | 0390 701D008 1.000 MILE| 1508.00000 1508.00| 1950.00000 1950.00| 1950.00000 1950.00 Solid Traffic Stripe Removed (Plastic) | | | 0400 701D015 1.000 MILE| 1508.00000 1508.00| 1775.00000 1775.00| 1775.00000 1775.00 Broken Traffic Stripe Removed (Plastic) | | | 0410 701G121 2615.000 LF | 1.30000 3399.50| 5.35000 13990.25| 5.35000 13990.25 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0420 701G125 3407.000 LF | 3.48000 11856.36| 5.35000 18227.45| 5.35000 18227.45 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0430 701G133 4199.000 LF | 3.48000 14612.52| 5.35000 22464.65| 5.35000 22464.65 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040402002 COUNTIES : ESCAMBIA LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01087 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 703A002 2979.000 SQFT| 2.50000 7447.50| 2.00000 5958.00| 2.00000 5958.00 Traffic Control Markings, Class 2, Type | | | A | | | 0450 703B002 247.000 SQFT| 3.50000 864.50| 2.35000 580.45| 2.35000 580.45 Traffic Control Legends, Class 2, Type | | | 0460 703B010 172.000 SQFT| 22.00000 3784.00| 24.25000 4171.00| 24.25000 4171.00 Traffic Control Legends,Class 3W,Type A | | | 0470 703C001 172.000 SQFT| 3.00000 516.00| 0.85000 146.20| 0.85000 146.20 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0480 705A011 3282.000 EACH| 4.00000 13128.00| 4.35000 14276.70| 4.35000 14276.70 Pavement Markers, Class C, Type 1-A | | | 0490 705A022 600.000 EACH| 4.00000 2400.00| 4.35000 2610.00| 4.35000 2610.00 Pavement Markers, Class C, Type 2-C | | | 0500 705A030 200.000 EACH| 5.00000 1000.00| 4.35000 870.00| 4.35000 870.00 Pavement Markers, Class A-H, Type 2-C | | | 0510 705A031 1653.000 EACH| 5.00000 8265.00| 4.35000 7190.55| 4.35000 7190.55 Pavement Markers, Class A-H, Type 1-A | | | 0520 705A032 548.000 EACH| 5.00000 2740.00| 4.35000 2383.80| 4.35000 2383.80 Pavement Markers, Class A-H, Type 1-B | | | 0530 705A037 44.000 EACH| 5.00000 220.00| 4.35000 191.40| 4.35000 191.40 Pavement Markers, Class A-H, Type 2-D | | | 0540 705A038 132.000 EACH| 5.00000 660.00| 4.35000 574.20| 4.35000 574.20 Pavement Markers, Class A-H, Type 2-E | | | 0550 731A010 1.000 EACH| 5500.00000 5500.00| 5550.00000 5550.00| 5550.00000 5550.00 Traffic Counting Units, Type K | | | 0560 740B000 2301.000 SQFT| 7.40000 17027.40| 5.53000 12724.53| 7.35000 16912.35 Construction Signs | | | 0570 740C000 156.000 SQFT| 8.50000 1326.00| 10.96000 1709.76| 8.40000 1310.40 Special Construction Signs | | | 0580 740D000 150.000 EACH| 47.00000 7050.00| 38.73000 5809.50| 73.00000 10950.00 Channelizing Drums | | | 0590 740E000 250.000 EACH| 9.80000 2450.00| 5.53000 1382.50| 11.30000 2825.00 Cones (36 Inches High) | | | 0600 740M001 250.000 EACH| 6.35000 1587.50| 2.21000 552.50| 4.00000 1000.00 Ballast For Cone | | | 0610 741C010 2.000 EACH| 1500.00000 3000.00| 2500.00000 5000.00| 2500.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040402002 COUNTIES : ESCAMBIA LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01087 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 742A001 2.000 EACH| 5500.00000 11000.00| 6800.00000 13600.00| 7000.00000 14000.00 Portable Changeable Message Sign, Type | | | 0630 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 | $ 5,821,632.21| $ 5,841,663.82| $ 6,252,077.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,821,632.21| $ 5,841,663.82| $ 6,252,077.81 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20040402003 COUNTIES : MACON LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 CONTRACT TIME : 410 Calendar Days CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : IM-I085(302) for constructing the Planing, Resurfacing, Traffic Stripe, Guardrail Upgrade and Clearing on I-85 from MP 21.50 near Shorter to MP 35.92. Length 14.419 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 5,899,082.58 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 7,387,847.29 125.2372% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 7,396,673.34 125.3868% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040402003 COUNTIES : MACON LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 23024 |EAST ALABAMA PAVING CO., IN |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 201C000 LUMP| 285000.00000 285000.00| 285000.00000 285000.00| 285000.00000 285000.00 Clearing | | | 0020 206D001 27898.000 LF | 0.50000 13949.00| 0.25000 6974.50| 0.49000 13670.02 Removing Guardrail | | | 0030 206E011 38.000 EACH| 125.00000 4750.00| 100.00000 3800.00| 123.57000 4695.66 Removing Guardrail End Anchor (Type 3) | | | 0040 206E013 1.000 EACH| 100.00000 100.00| 25.00000 25.00| 98.85000 98.85 Removing Guardrail End Anchor (Type 13) | | | 0050 206E014 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 98.86000 395.44 Removing Guardrail End Anchor (Type 2A) | | | 0060 206E016 26.000 EACH| 125.00000 3250.00| 50.00000 1300.00| 123.57000 3212.82 Removing Guardrail End Anchor (Type 8) | | | 0070 206E019 62.000 EACH| 100.00000 6200.00| 50.00000 3100.00| 98.85000 6128.70 Removing Guardrail End Anchor (Type 10) | | | 0080 210A000 1500.000 CUYD| 5.00000 7500.00| 16.00000 24000.00| 19.00000 28500.00 Unclassified Excavation | | | 0090 210D001 1300.000 CUYD| 10.00000 13000.00| 18.00000 23400.00| 19.00000 24700.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0100 405A000 35300.000 GAL | 1.20000 42360.00| 1.48000 52244.00| 1.95000 68835.00 Tack Coat | | | 0110 408A052 435000.000 SQYD| 0.42000 182700.00| 1.20000 522000.00| 1.17000 508950.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0120 408A058 11000.000 SQYD| 2.50000 27500.00| 7.76000 85360.00| 9.00000 99000.00 Planing Existing Pavement(Approximately | | | 7.10"Thru 8.0"Thick) | | | 0130 410C000 1.000 EACH| 5000.00000 5000.00| 7300.00000 7300.00| 17000.00000 17000.00 Contractor Retained Profilograph | | | 0140 410F007 1.000 EACH| 26000.00000 26000.00| 25000.00000 25000.00| 30000.00000 30000.00 Laboratory Test Equipment, Gyratory | | | Compactor | | | 0150 410H000 1.000 EACH| 80000.00000 80000.00| 49000.00000 49000.00| 105000.00000 105000.00 Material Remixing Device | | | 0160 420A011 21650.000 TON | 48.64000 1053056.00| 56.75000 1228637.50| 56.12000 1214998.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040402003 COUNTIES : MACON LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 23024 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 423A003 35700.000 TON | 46.55000 1661835.00| 51.95000 1854615.00| 51.25000 1829625.00 Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0180 423B010 3600.000 TON | 44.39000 159804.00| 60.00000 216000.00| 59.00000 212400.00 Stone Matrix Asphalt Binder Layer, 1.5" | | | Maximum Aggregate Size, Patching | | | 0190 424A287 16328.000 TON | 39.00000 636792.00| 50.00000 816400.00| 48.50000 791908.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424A360 11400.000 TON | 33.10000 377340.00| 35.35000 402990.00| 32.75000 373350.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424A367 5691.000 TON | 0.00000 0.00| 27.37000 155762.67| 23.00000 130893.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B652 1050.000 TON | 36.99000 38839.50| 46.85000 49192.50| 45.00000 47250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0230 424B655 150.000 TON | 75.00000 11250.00| 75.00000 11250.00| 75.00000 11250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424B663 175.000 TON | 40.00000 7000.00| 75.00000 13125.00| 90.00000 15750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 428C000 296976.000 LF | 0.08000 23758.08| 0.12000 35637.12| 0.07000 20788.32 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0260 600A000 LUMP| 157100.00000 157100.00| 421500.00000 421500.00| 445000.00000 445000.00 Mobilization | | | 0270 629D000 4.000 EACH| 1500.00000 6000.00| 1545.00000 6180.00| 1482.81000 5931.24 Bridge Guardrail Retrofit, Type IC | | | 0280 630A033 28623.000 LF | 14.00000 400722.00| 14.00000 400722.00| 13.84000 396142.32 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040402003 COUNTIES : MACON LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 23024 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 630C001 62.000 EACH| 575.00000 35650.00| 575.00000 35650.00| 568.41000 35241.42 Guardrail End Anchor, Type 8 | | | 0300 630C003 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1087.40000 4349.60 Guardrail End Anchor, Type 13 | | | 0310 630C070 64.000 EACH| 1250.00000 80000.00| 1250.00000 80000.00| 1235.68000 79083.52 Guardrail End Anchor, Type 10 Series | | | 0320 650A000 4600.000 CUYD| 9.00000 41400.00| 10.56000 48576.00| 17.00000 78200.00 Topsoil | | | 0330 652A054 18.000 ACRE| 500.00000 9000.00| 373.70000 6726.60| 365.76000 6583.68 Seeding (Mix 2A) | | | 0340 652B053 18.000 ACRE| 300.00000 5400.00| 300.00000 5400.00| 296.56000 5338.08 Temporary Seeding (Mix 2AT) | | | 0350 652D054 18.000 ACRE| 400.00000 7200.00| 350.00000 6300.00| 345.99000 6227.82 Seeding In Stubble (Mix 2A) | | | 0360 656A000 60.000 ACRE| 450.00000 27000.00| 350.00000 21000.00| 345.99000 20759.40 Mulching, Class A, Type 1 | | | 0370 659A000 5000.000 SQYD| 1.50000 7500.00| 1.60000 8000.00| 1.58000 7900.00 Erosion Control Netting, Class A | | | 0380 665F000 500.000 EACH| 5.00000 2500.00| 5.55000 2775.00| 5.44000 2720.00 Hay Bales | | | 0390 665J000 5000.000 LF | 4.00000 20000.00| 2.75000 13750.00| 2.67000 13350.00 Silt Fence, Type A | | | 0400 680A000 LUMP| 0.00000 0.00| 48000.00000 48000.00| 40000.00000 40000.00 Engineering Controls | | | 0410 701A028 33.000 MILE| 1650.00000 54450.00| 1880.00000 62040.00| 1878.23000 61981.59 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0420 701A032 33.000 MILE| 1650.00000 54450.00| 1880.00000 62040.00| 1878.23000 61981.59 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0430 701A041 29.000 MILE| 1150.00000 33350.00| 1150.00000 33350.00| 1148.92000 33318.68 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0440 701B009 4520.000 LF | 1.20000 5424.00| 0.95000 4294.00| 0.95000 4294.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0450 701C000 58.000 MILE| 420.00000 24360.00| 440.00000 25520.00| 439.59000 25496.22 Broken Temporary Traffic Stripe | | | 0460 701C001 130.000 MILE| 520.00000 67600.00| 550.00000 71500.00| 549.48000 71432.40 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040402003 COUNTIES : MACON LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 23024 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 701G121 1990.000 LF | 4.00000 7960.00| 1.50000 2985.00| 1.50000 2985.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0480 701G125 1990.000 LF | 6.00000 11940.00| 3.78000 7522.20| 3.78000 7522.20 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0490 701G133 1990.000 LF | 6.00000 11940.00| 3.78000 7522.20| 3.78000 7522.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0500 701H001 3980.000 LF | 0.60000 2388.00| 0.50000 1990.00| 0.50000 1990.00 Solid Traffic Stripe Removed (Plastic) | | | 0510 701H006 1990.000 LF | 0.50000 995.00| 0.50000 995.00| 0.50000 995.00 Broken Traffic Stripe Removed (Plastic) | | | 0520 703A002 2000.000 SQFT| 3.00000 6000.00| 2.50000 5000.00| 2.50000 5000.00 Traffic Control Markings, Class 2, Type | | | A | | | 0530 703D001 2000.000 SQFT| 2.00000 4000.00| 1.50000 3000.00| 1.50000 3000.00 Temporary Traffic Control Markings | | | 0540 705A030 200.000 EACH| 5.60000 1120.00| 5.00000 1000.00| 5.00000 1000.00 Pavement Markers, Class A-H, Type 2-C | | | 0550 705A031 2900.000 EACH| 5.40000 15660.00| 5.00000 14500.00| 5.00000 14500.00 Pavement Markers, Class A-H, Type 1-A | | | 0560 705A032 450.000 EACH| 5.40000 2430.00| 5.00000 2250.00| 5.00000 2250.00 Pavement Markers, Class A-H, Type 1-B | | | 0570 731A000 2.000 EACH| 5000.00000 10000.00| 4600.00000 9200.00| 4547.29000 9094.58 Traffic Counting Units, Type A | | | 0580 731A010 3.000 EACH| 6500.00000 19500.00| 6500.00000 19500.00| 6425.52000 19276.56 Traffic Counting Units, Type K | | | 0590 740B000 2806.000 SQFT| 10.00000 28060.00| 6.50000 18239.00| 6.84000 19193.04 Construction Signs | | | 0600 740C000 175.000 SQFT| 12.00000 2100.00| 8.48000 1484.00| 8.41000 1471.75 Special Construction Signs | | | 0610 740D000 500.000 EACH| 65.00000 32500.00| 80.00000 40000.00| 47.32000 23660.00 Channelizing Drums | | | 0620 740I005 4.000 EACH| 300.00000 1200.00| 500.00000 2000.00| 420.66000 1682.64 Warning Lights, Type B (Detachable Head | | | 0630 740L004 70.000 EACH| 40.00000 2800.00| 68.90000 4823.00| 70.00000 4900.00 Vertical Panel Type II, Single-Sided | | | 0640 741C010 2.000 EACH| 3500.00000 7000.00| 1000.00000 2000.00| 2150.00000 4300.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040402003 COUNTIES : MACON LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 23024 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 742A001 2.000 EACH| 10000.00000 20000.00| 1500.00000 3000.00| 8500.00000 17000.00 Portable Changeable Message Sign, Type | | | 0660 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,899,082.58| $ 7,387,847.29| $ 7,396,673.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,899,082.58| $ 7,387,847.29| $ 7,396,673.34 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20040402008 COUNTIES : MARSHALL LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0001(513) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#1 (U.S.#431) from just north of S.R.#75 (MP 286.741) to the north city limits of Albertville (MP 290.520). Length 3.779 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,809,536.64 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040402008 COUNTIES : MARSHALL LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 14183.000 GAL | 1.25000 17728.75| | Tack Coat | | | 0020 408A052 169727.000 SQYD| 0.55000 93349.85| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 20557.000 SQYD| 0.55000 11306.35| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410H000 1.000 EACH| 48000.00000 48000.00| | Material Remixing Device | | | 0050 424A276 8611.000 TON | 42.69000 367603.59| | Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix,Esal Range E | | | 0060 424B288 22290.000 TON | 39.23000 874436.70| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B581 2570.000 TON | 34.77000 89358.90| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0080 424B585 200.000 TON | 41.77000 8354.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 430B014 5700.000 TON | 16.25000 92625.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0100 600A000 LUMP| 56000.00000 56000.00| | Mobilization | | | 0110 701A028 8.000 MILE| 1490.00000 11920.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A032 8.000 MILE| 1490.00000 11920.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20040402008 COUNTIES : MARSHALL LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A041 8.000 MILE| 990.00000 7920.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701B009 9700.000 LF | 0.80000 7760.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 19.000 MILE| 450.00000 8550.00| | Broken Temporary Traffic Stripe | | | 0160 701C001 37.000 MILE| 530.00000 19610.00| | Solid Temporary Traffic Stripe | | | 0170 703A002 5451.000 SQFT| 2.50000 13627.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 1123.000 SQFT| 3.50000 3930.50| | Traffic Control Legends, Class 2, Type | | | 0190 705A030 106.000 EACH| 5.25000 556.50| | Pavement Markers, Class A-H, Type 2-C | | | 0200 705A031 500.000 EACH| 5.25000 2625.00| | Pavement Markers, Class A-H, Type 1-A | | | 0210 705A038 86.000 EACH| 5.25000 451.50| | Pavement Markers, Class A-H, Type 2-E | | | 0220 730H001 8450.000 LF | 3.75000 31687.50| | Loop Wire | | | 0230 730I001 8800.000 LF | 0.75000 6600.00| | Loop Detector Lead-In-Cable | | | 0240 730K000 9.000 EACH| 275.00000 2475.00| | Traffic Signal Junction Box | | | 0250 731A011 1.000 EACH| 6500.00000 6500.00| | Traffic Counting Unit, Type L | | | 0260 740B000 1120.000 SQFT| 7.00000 7840.00| | Construction Signs | | | 0270 740D000 200.000 EACH| 1.00000 200.00| | Channelizing Drums | | | 0280 740E000 200.000 EACH| 7.00000 1400.00| | Cones (36 Inches High) | | | 0290 740M001 200.000 EACH| 1.00000 200.00| | Ballast For Cone | | | 0300 741C010 2.000 EACH| 2500.00000 5000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,809,536.64| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,809,536.64| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20040402009 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0013(515) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#13 (U.S.#43) form MP 24.552 in Mount Vernon to the Washington County line (MP 30.130). Length 5.578 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,748,275.37 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 1,868,176.04 106.8582% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040402009 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |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 | | | 0004 206D001 196.000 LF | 3.50000 686.00| 3.24000 635.04| Removing Guardrail | | | 0006 206E008 7.000 EACH| 150.00000 1050.00| 189.00000 1323.00| Removing Guardrail End Anchor (All Type | | | 0010 210D022 2400.000 CUYD| 10.40000 24960.00| 9.27000 22248.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0020 405A000 12732.000 GAL | 0.90000 11458.80| 1.18000 15023.76| Tack Coat | | | 0030 408A052 171208.000 SQYD| 0.69000 118133.52| 0.80000 136966.40| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0035 410B000 1.000 EACH| 5000.00000 5000.00| 4279.57000 4279.57| State Furnished Profilograph | | | 0040 424A360 12570.000 TON | 36.20000 455034.00| 42.35000 532339.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A363 50.000 TON | 50.00000 2500.00| 82.00000 4100.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A366 745.000 TON | 38.60000 28757.00| 46.98000 35000.10| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B651 22458.000 TON | 32.50000 729885.00| 37.40000 839929.20| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 428D001 88550.000 LF | 0.08000 7084.00| 0.13000 11511.50| Scoring Bituminous Pavement Surface | | | Edge By Cutting(16 Inch Wide) | | | 0090 600A000 LUMP| 154000.00000 154000.00| 14363.15000 14363.15| Mobilization | | | 0091 629D001 5.000 EACH| 2000.00000 10000.00| 6480.00000 32400.00| Bridge Guardrail Retrofit, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040402009 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 630A033 1038.000 LF | 18.00000 18684.00| 17.82000 18497.16| Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0093 630C001 2.000 EACH| 1000.00000 2000.00| 1080.00000 2160.00| Guardrail End Anchor, Type 8 | | | 0094 630C003 5.000 EACH| 1200.00000 6000.00| 1296.00000 6480.00| Guardrail End Anchor, Type 13 | | | 0095 630C050 5.000 EACH| 1700.00000 8500.00| 1944.00000 9720.00| Guardrail End Anchor, Type 20 Series | | | 0100 650A000 4500.000 CUYD| 11.38000 51210.00| 11.82000 53190.00| Topsoil | | | 0110 652A061 10.000 ACRE| 470.00000 4700.00| 507.60000 5076.00| Seeding (Mix 3E) | | | 0115 654A001 510.000 SQYD| 4.05000 2065.50| 3.78000 1927.80| Solid Sodding (Bermuda) | | | 0120 656A000 10.000 ACRE| 450.00000 4500.00| 486.00000 4860.00| Mulching, Class A, Type 1 | | | 0130 665F000 250.000 EACH| 6.00000 1500.00| 5.95000 1487.50| Hay Bales | | | 0140 665J000 4413.000 LF | 4.15000 18313.95| 3.55000 15666.15| Silt Fence, Type A | | | 0150 680A000 LUMP| 5000.00000 5000.00| 3639.30000 3639.30| Engineering Controls | | | 0160 701A028 11.000 MILE| 1360.00000 14960.00| 1387.80000 15265.80| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A032 11.000 MILE| 1360.00000 14960.00| 1377.00000 15147.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 11.000 MILE| 955.00000 10505.00| 972.00000 10692.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 1400.000 LF | 0.80000 1120.00| 0.81000 1134.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 22.000 MILE| 393.00000 8646.00| 415.80000 9147.60| Broken Temporary Traffic Stripe | | | 0210 701C001 1.000 MILE| 505.00000 505.00| 513.00000 513.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20040402009 COUNTIES : MOBILE LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 701G121 136.000 LF | 4.55000 618.80| 5.78000 786.08| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G125 136.000 LF | 6.55000 890.80| 5.78000 786.08| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701G133 136.000 LF | 6.55000 890.80| 5.78000 786.08| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701H001 272.000 LF | 2.00000 544.00| 0.59000 160.48| Solid Traffic Stripe Removed (Plastic) | | | 0260 701H006 136.000 LF | 2.00000 272.00| 0.49000 66.64| Broken Traffic Stripe Removed (Plastic) | | | 0270 703A002 1526.000 SQFT| 2.00000 3052.00| 2.54000 3876.04| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 247.000 SQFT| 3.00000 741.00| 2.97000 733.59| Traffic Control Legends, Class 2, Type | | | 0290 703D001 782.000 SQFT| 1.00000 782.00| 0.97000 758.54| Temporary Traffic Control Markings | | | 0300 705A030 10.000 EACH| 4.80000 48.00| 5.13000 51.30| Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 725.000 EACH| 4.80000 3480.00| 5.13000 3719.25| Pavement Markers, Class A-H, Type 1-A | | | 0320 705A037 64.000 EACH| 4.80000 307.20| 5.13000 328.32| Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 890.000 SQFT| 7.40000 6586.00| 12.87000 11454.30| Construction Signs | | | 0340 740D000 200.000 EACH| 10.00000 2000.00| 59.03000 11806.00| Channelizing Drums | | | 0350 740E000 300.000 EACH| 9.80000 2940.00| 11.81000 3543.00| Cones (36 Inches High) | | | 0360 740M001 300.000 EACH| 6.35000 1905.00| 6.02000 1806.00| Ballast For Cone | | | 0370 741C010 1.000 EACH| 1500.00000 1500.00| 2791.81000 2791.81| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,748,275.37| $ 1,868,176.04| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,748,275.37| $ 1,868,176.04| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20040402010 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 CONTRACT TIME : 420 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : NHF-0038(507) for constructing the Base, Pavement, Partial Grade and Drain on S.R.#38 (U.S.#280) from the Tallapoosa River to Jacksons Gap. Length 7.425 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 7,605,117.19 100.0000% 2 20047 T & K CONSTRUCTION, L.L.C. $ 8,707,261.78 114.4921% 3 14001 NEWELL ROADBUILDERS, INC. $ 8,778,607.38 115.4303% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040402010 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 20047 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |T & K CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001M LUMP| 22200.00000 22200.00| 20000.00000 20000.00| 22200.00000 22200.00 Clearing And Grubbing (Maximum | | | Allowable Bid $7400 Per | | | Hectare)(Approximately 3 HECTARES) | | | 0020 205A001M 1.000 EACH| 3500.00000 3500.00| 1000.00000 1000.00| 10000.00000 10000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002M 1.000 EACH| 3500.00000 3500.00| 1000.00000 1000.00| 20000.00000 20000.00 Removal Of Structures, Structure No. 2 | | | 0040 206B000M LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 20000.00000 20000.00 Removal Of Old Box Culvert, Station | | | 147+00 | | | 0050 206B001M LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 15000.00000 15000.00 Removal Of Old Box Culvert, Station | | | 147+80 | | | 0060 206C008M 510.000 M2 | 2.00000 1020.00| 15.00000 7650.00| 9.81000 5003.10 Removing Concrete Median | | | 0070 206C010M 389.000 M2 | 2.00000 778.00| 8.00000 3112.00| 6.58000 2559.62 Removing Concrete Driveway | | | 0080 206D000M 333.000 M | 12.00000 3996.00| 12.00000 3996.00| 16.40000 5461.20 Removing Pipe | | | 0090 206D001M 196.000 M | 6.20000 1215.20| 6.20000 1215.20| 8.20000 1607.20 Removing Guardrail | | | 0100 206D003M 180.000 M | 5.00000 900.00| 12.00000 2160.00| 16.40000 2952.00 Removing Curb And Gutter | | | 0110 206E000M 28.000 EACH| 250.00000 7000.00| 250.00000 7000.00| 200.00000 5600.00 Removing Headwalls | | | 0120 210A000M 116102.000 M3 | 4.20000 487628.40| 5.25000 609535.50| 7.50000 870765.00 Unclassified Excavation | | | 0130 214A000M 4745.000 M3 | 8.00000 37960.00| 13.20000 62634.00| 9.95000 47212.75 Structure Excavation | | | 0140 214B001M 525.000 M3 | 30.00000 15750.00| 30.00000 15750.00| 30.40000 15960.00 Foundation Backfill, Commercial | | | 0150 231B001M 2150.000 MTON| 14.00000 30100.00| 14.90000 32035.00| 15.76000 33884.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0160 231C000M 113.000 RBST| 1430.00000 161590.00| 2800.00000 316400.00| 1722.46000 194637.98 Stabilizing Roadbed With In-Place | | | Material | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040402010 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 20047 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |T & K CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A004M 26902.000 M2 | 3.03000 81513.06| 3.50000 94157.00| 4.37000 117561.74 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0180 301A007M 26902.000 M2 | 3.63000 97654.26| 4.00000 107608.00| 5.23000 140697.46 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 120 mm Compacted Thickness | | | 0190 301A008M 391.000 M2 | 8.50000 3323.50| 6.00000 2346.00| 5.45000 2130.95 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0200 301A012M 173096.000 M2 | 5.17000 894906.32| 5.30000 917408.80| 7.00000 1211672.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0210 301A016M 800.000 M2 | 10.00000 8000.00| 7.84000 6272.00| 7.64000 6112.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 175 mm Compacted Thickness | | | 0220 327E001M 22825.000 MTON| 38.33000 874882.25| 38.33000 874882.25| 38.33000 874882.25 Permeable Asphalt Treated Base(PG76-22) | | | 0230 401A043M 105699.000 SQ M| 1.07000 113097.93| 1.17000 123667.83| 1.07000 113097.93 Bituminous Treatment AE | | | 0240 401B107M 52096.000 M2 | 1.79000 93251.84| 2.11000 109922.56| 1.79000 93251.84 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0250 405A000M 45000.000 L | 0.21000 9450.00| 0.21000 9450.00| 0.21000 9450.00 Tack Coat | | | 0260 408A051M 14315.000 M2 | 0.79000 11308.85| 0.79000 11308.85| 0.79000 11308.85 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0270 408A052M 5040.000 M2 | 2.26000 11390.40| 2.26000 11390.40| 2.26000 11390.40 Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0280 410B000M 1.000 EACH| 3600.00000 3600.00| 3600.00000 3600.00| 3600.00000 3600.00 State Furnished Profilograph | | | 0290 410H000M 1.000 EACH| 82500.00000 82500.00| 82500.00000 82500.00| 82500.00000 82500.00 Material Remixing Device | | | 0300 424A280M 9938.000 MTON| 46.30000 460129.40| 46.30000 460129.40| 46.30000 460129.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0310 424A286M 100.000 MTON| 70.91000 7091.00| 70.91000 7091.00| 70.91000 7091.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range E| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040402010 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 20047 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |T & K CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424A360M 800.000 MTON| 67.63000 54104.00| 67.63000 54104.00| 67.63000 54104.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0330 424B280M 18062.000 MTON| 43.11000 778652.82| 43.11000 778652.82| 43.11000 778652.82 Superpave Bituminous Concrete Upper | | | Binder Layer, 19.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0340 424B285M 150.000 MTON| 115.60000 17340.00| 115.60000 17340.00| 115.60000 17340.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0350 424B580M 11981.000 MTON| 39.27000 470493.87| 39.27000 470493.87| 39.27000 470493.87 Superpave Bituminous Concrete Lower | | | Binder Layer, 19.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0360 424B581M 17711.000 MTON| 36.47000 645920.17| 36.47000 645920.17| 36.47000 645920.17 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0370 424B650M 4672.000 MTON| 42.01000 196270.72| 42.01000 196270.72| 42.01000 196270.72 Superpave Bituminous Concrete Upper | | | Binder Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D` | | | 0380 424B658M 6406.000 MTON| 43.57000 279109.42| 43.57000 279109.42| 43.57000 279109.42 Superpave Bituminous Concrete Upper | | | Binder Layer,Leveling ,19.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0390 424B662M 21.000 MTON| 93.84000 1970.64| 93.84000 1970.64| 93.84000 1970.64 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0400 430B012M 1000.000 MTON| 15.00000 15000.00| 15.00000 15000.00| 25.00000 25000.00 Aggregate Surfacing (ALDOT #410 Or #467 | | | 0410 502A000M 8267.000 KG | 2.25000 18600.75| 1.60000 13227.20| 1.26000 10416.42 Steel Reinforcement | | | 0420 524B011M 65.000 M3 | 875.00000 56875.00| 615.00000 39975.00| 650.00000 42250.00 Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040402010 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 20047 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |T & K CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 530A001M 349.000 M | 72.50000 25302.50| 79.00000 27571.00| 75.46000 26335.54 450 mm Roadway Pipe (Class 3 R.C.) | | | 0440 530A002M 189.000 M | 90.00000 17010.00| 81.00000 15309.00| 105.81000 19998.09 600 mm Roadway Pipe (Class 3 R.C.) | | | 0450 530A005M 23.000 M | 167.00000 3841.00| 215.00000 4945.00| 212.44000 4886.12 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0460 530A102M 99.000 M | 90.00000 8910.00| 125.00000 12375.00| 105.81000 10475.19 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0470 530A103M 30.000 M | 120.00000 3600.00| 150.00000 4500.00| 155.03000 4650.90 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A799M 7.000 M | 117.00000 819.00| 150.00000 1050.00| 112.39000 786.73 375 mm Roadway Pipe (2.7 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0490 530A800M 2.000 M | 104.00000 208.00| 500.00000 1000.00| 194.67000 389.34 375 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0500 535A001M 72.000 M | 82.50000 5940.00| 70.00000 5040.00| 125.00000 9000.00 450 mm Side Drain Pipe | | | 0510 600A000M LUMP| 212400.00000 212400.00| 888000.00000 888000.00| 735000.00000 735000.00 Mobilization | | | 0520 602A000M 10.000 EACH| 200.00000 2000.00| 175.00000 1750.00| 155.00000 1550.00 Right Of Way Markers | | | 0530 605A002M 22417.000 M | 10.50000 235378.50| 11.75000 263399.75| 11.12000 249277.04 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0540 605B000M 155.000 EACH| 315.00000 48825.00| 275.00000 42625.00| 300.00000 46500.00 Special Underdrain Outlet, Type A | | | 0550 610C001M 650.000 MTON| 20.20000 13130.00| 25.00000 16250.00| 30.53000 19844.50 Loose Riprap, Class 2 | | | 0560 610D003M 426.000 M2 | 4.00000 1704.00| 3.50000 1491.00| 3.00000 1278.00 Filter Blanket, Geotextile | | | 0570 614A000M 704.000 M3 | 255.00000 179520.00| 260.00000 183040.00| 210.00000 147840.00 Slope Paving | | | 0580 618B003M 391.000 M2 | 42.25000 16519.75| 59.00000 23069.00| 60.00000 23460.00 Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040402010 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 20047 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |T & K CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 619A002M 8.000 EACH| 450.00000 3600.00| 450.00000 3600.00| 800.00000 6400.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0600 619A003M 8.000 EACH| 600.00000 4800.00| 550.00000 4400.00| 650.00000 5200.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0610 619A004M 1.000 EACH| 725.00000 725.00| 700.00000 700.00| 750.00000 750.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0620 619A056M 1.000 EACH| 1125.00000 1125.00| 2800.00000 2800.00| 1100.00000 1100.00 1050 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0630 619A101M 8.000 EACH| 450.00000 3600.00| 500.00000 4000.00| 550.00000 4400.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0640 620A000M 2.000 M3 | 1200.00000 2400.00| 1500.00000 3000.00| 750.00000 1500.00 Minor Structure Concrete | | | 0650 621A000M 7.000 EACH| 1950.00000 13650.00| 2225.00000 15575.00| 1800.00000 12600.00 Junction Boxes, Type 1, 1P Or 5 | | | 0660 621A004M 2.000 EACH| 2450.00000 4900.00| 2200.00000 4400.00| 2500.00000 5000.00 Junction Boxes, Type 4 | | | 0670 621A005M 1.000 EACH| 1850.00000 1850.00| 2200.00000 2200.00| 3000.00000 3000.00 Junction Boxes, Type 1 | | | 0680 621A011M 1.000 EACH| 1950.00000 1950.00| 2200.00000 2200.00| 3000.00000 3000.00 Junction Boxes, Type 1 Or 1P | | | 0690 621C020M 10.000 EACH| 1800.00000 18000.00| 1800.00000 18000.00| 1500.00000 15000.00 Inlets, Type Y | | | 0700 621C027M 1.000 EACH| 1800.00000 1800.00| 2000.00000 2000.00| 1800.00000 1800.00 Inlets, Type C | | | 0710 621D002M 1.000 EACH| 550.00000 550.00| 700.00000 700.00| 450.00000 450.00 Inlet Units, Type C | | | 0720 621D019M 4.000 EACH| 550.00000 2200.00| 500.00000 2000.00| 450.00000 1800.00 Inlet Units, Type Y | | | 0730 630A001M 472.000 M | 39.85000 18809.20| 39.85000 18809.20| 39.85000 18809.20 Steel Beam Guardrail, Class A, Type 2 | | | 0740 630C001M 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 Guardrail End Anchor, Type 8 | | | 0750 630C070M 2.000 EACH| 1450.00000 2900.00| 1450.00000 2900.00| 1450.00000 2900.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040402010 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 20047 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |T & K CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 630F000M 1.000 EACH| 5200.00000 5200.00| 5200.00000 5200.00| 5200.00000 5200.00 Box Beam Median End Anchor(BEAT-MT) | | | 0770 650A000M 3144.000 M3 | 10.46000 32886.24| 8.00000 25152.00| 17.50000 55020.00 Topsoil | | | 0780 650B000M 2378.000 M3 | 4.00000 9512.00| 5.90000 14030.20| 8.50000 20213.00 Topsoil From Stockpiles | | | 0790 652A054M 9.000 HA | 1235.50000 11119.50| 1200.00000 10800.00| 1235.50000 11119.50 Seeding (Mix 2A) | | | 0800 654A001M 4512.000 M2 | 5.40000 24364.80| 3.50000 15792.00| 5.40000 24364.80 Solid Sodding (Bermuda) | | | 0810 656A000M 9.000 HA | 1111.95000 10007.55| 1125.00000 10125.00| 1111.95000 10007.55 Mulching, Class A, Type 1 | | | 0820 658A002M 3.000 HA | 2965.20000 8895.60| 2500.00000 7500.00| 2965.20000 8895.60 Hydro-Seeding & Mulching (Mix 2E) | | | 0830 659A000M 5000.000 M2 | 1.80000 9000.00| 2.00000 10000.00| 1.80000 9000.00 Erosion Control Netting, Class A | | | 0840 659A001M 2500.000 M2 | 1.80000 4500.00| 2.00000 5000.00| 1.80000 4500.00 Erosion Control Netting, Class B | | | 0850 665A000M 3.000 HA | 741.30000 2223.90| 1025.00000 3075.00| 741.30000 2223.90 Temporary Seeding | | | 0860 665B000M 3.000 HA | 1111.95000 3335.85| 1025.00000 3075.00| 1111.95000 3335.85 Temporary Mulching | | | 0870 665F000M 1280.000 EACH| 8.00000 10240.00| 5.00000 6400.00| 6.00000 7680.00 Hay Bales | | | 0880 665G000M 1280.000 EACH| 1.50000 1920.00| 5.00000 6400.00| 0.01000 12.80 Sand Bags | | | 0890 665I000M 722.000 MTON| 23.50000 16967.00| 25.00000 18050.00| 30.53000 22042.66 Temporary Riprap, Class 2 | | | 0900 665J000M 11686.000 M | 15.20000 177627.20| 12.00000 140232.00| 0.01000 116.86 Silt Fence, Type A | | | 0910 665K000M 694.000 M3 | 9.00000 6246.00| 11.00000 7634.00| 6.54000 4538.76 Drainage Sump Excavation | | | 0920 680A000M LUMP| 97500.00000 97500.00| 155000.00000 155000.00| 75000.00000 75000.00 Engineering Controls | | | 0930 701A028M 20.000 KM | 760.00000 15200.00| 760.00000 15200.00| 760.00000 15200.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0940 701A032M 19.000 KM | 760.00000 14440.00| 760.00000 14440.00| 760.00000 14440.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040402010 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 20047 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |T & K CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 701A041M 15.000 KM | 650.00000 9750.00| 650.00000 9750.00| 650.00000 9750.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0960 701A048M 25.000 KM | 950.00000 23750.00| 950.00000 23750.00| 950.00000 23750.00 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0970 701B009M 4795.000 M | 3.00000 14385.00| 3.00000 14385.00| 3.00000 14385.00 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0980 701C000M 8.000 KM | 200.00000 1600.00| 200.00000 1600.00| 200.00000 1600.00 Broken Temporary Traffic Stripe | | | 0990 701C001M 15.000 KM | 260.00000 3900.00| 260.00000 3900.00| 260.00000 3900.00 Solid Temporary Traffic Stripe | | | 1000 701D007M 10.000 KM | 1050.00000 10500.00| 1050.00000 10500.00| 100.00000 1000.00 Solid Traffic Stripe Removed (Paint) | | | 1010 701D008M 10.000 KM | 1300.00000 13000.00| 1300.00000 13000.00| 100.00000 1000.00 Solid Traffic Stripe Removed (Plastic) | | | 1020 701D014M 10.000 KM | 900.00000 9000.00| 900.00000 9000.00| 100.00000 1000.00 Broken Traffic Stripe Removed (Paint) | | | 1030 701D015M 10.000 KM | 1100.00000 11000.00| 1100.00000 11000.00| 100.00000 1000.00 Broken Traffic Stripe Removed (Plastic) | | | 1040 703A002M 475.000 M2 | 29.00000 13775.00| 29.00000 13775.00| 29.00000 13775.00 Traffic Control Markings, Class 2, Type | | | A | | | 1050 703B002M 142.000 M2 | 32.00000 4544.00| 32.00000 4544.00| 32.00000 4544.00 Traffic Control Legends, Class 2, Type | | | 1060 705A011M 500.000 EACH| 5.00000 2500.00| 5.00000 2500.00| 5.00000 2500.00 Pavement Markers, Class C, Type 1-A | | | 1070 705A012M 175.000 EACH| 5.00000 875.00| 5.00000 875.00| 5.00000 875.00 Pavement Markers, Class C, Type 1-B | | | 1080 705A023M 500.000 EACH| 5.20000 2600.00| 5.20000 2600.00| 5.20000 2600.00 Pavement Markers, Class C, Type 2-D | | | 1090 705A030M 150.000 EACH| 5.50000 825.00| 5.50000 825.00| 5.50000 825.00 Pavement Markers, Class A-H, Type 2-C | | | 1100 705A031M 700.000 EACH| 5.30000 3710.00| 5.30000 3710.00| 5.30000 3710.00 Pavement Markers, Class A-H, Type 1-A | | | 1110 705A032M 60.000 EACH| 5.30000 318.00| 5.30000 318.00| 5.30000 318.00 Pavement Markers, Class A-H, Type 1-B | | | 1120 705A037M 650.000 EACH| 5.40000 3510.00| 5.40000 3510.00| 5.40000 3510.00 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040402010 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 20047 |( 3 ) 14001 |W. S. NEWELL & SONS, INC. |T & K CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 705A038M 40.000 EACH| 5.50000 220.00| 5.50000 220.00| 5.50000 220.00 Pavement Markers, Class A-H, Type 2-E | | | 1140 709A000M 10.000 EACH| 100.00000 1000.00| 100.00000 1000.00| 100.00000 1000.00 Milepost, Type A | | | 1150 710A115M 1.000 M2 | 160.00000 160.00| 190.00000 190.00| 160.00000 160.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 1160 710A126M 36.000 SQ M| 176.50000 6354.00| 170.00000 6120.00| 176.50000 6354.00 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 1170 710B001M 168.000 M | 14.85000 2494.80| 20.00000 3360.00| 14.85000 2494.80 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1180 713A000M 16.000 M | 312.50000 5000.00| 312.50000 5000.00| 312.50000 5000.00 Permanent Barricades | | | 1190 740B000M 181.000 M2 | 110.00000 19910.00| 90.00000 16290.00| 75.32000 13632.92 Construction Signs | | | 1200 740D000M 425.000 EACH| 45.00000 19125.00| 58.00000 24650.00| 45.00000 19125.00 Channelizing Drums | | | 1210 740E000M 50.000 EACH| 10.00000 500.00| 18.00000 900.00| 20.00000 1000.00 Cones (900 mm High) | | | 1220 740F002M 62.000 EACH| 180.00000 11160.00| 250.00000 15500.00| 170.00000 10540.00 Barricades, Type III | | | 1230 740I005M 32.000 EACH| 300.00000 9600.00| 450.00000 14400.00| 75.00000 2400.00 Warning Lights, Type B (Detachable Head | | | 1240 740M001M 50.000 EACH| 6.50000 325.00| 8.00000 400.00| 10.00000 500.00 Ballast For Cone | | | 1250 741C010M 2.000 EACH| 3500.00000 7000.00| 3800.00000 7600.00| 3000.00000 6000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1260 999 000M 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,605,117.19| $ 8,707,261.78| $ 8,778,607.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,605,117.19| $ 8,707,261.78| $ 8,778,607.38 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20040402011 COUNTIES : CULLMAN LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 CONTRACT TIME : 500 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0157(502) for constructing the Base and Pavement, Partial Grade and Drain on S.R.#157 from West Point to Battleground. Length 11.400 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 11,184,580.97 100.0000% 2 23009 WHITAKER CONTRACTING CORPORATION $ 11,253,597.51 100.6171% 3 19010 SHELBY CONTRACTING CO., INC. $ 11,376,307.93 101.7142% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040402011 COUNTIES : CULLMAN LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 19010 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |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 201A001M LUMP| 22200.00000 22200.00| 22200.00000 22200.00| 43080.27000 43080.27 Clearing And Grubbing (Maximum | | | Allowable Bid $7400 Per | | | Hectare)(Approximately 3 Hectares) | | | 0020 206C010M 345.000 M2 | 10.00000 3450.00| 12.12000 4181.40| 7.37000 2542.65 Removing Concrete Driveway | | | 0030 210A000M 35432.000 M3 | 8.50000 301172.00| 6.12000 216843.84| 8.55000 302943.60 Unclassified Excavation | | | 0040 210D000M 99576.000 M3 | 8.50000 846396.00| 8.11000 807561.36| 4.76000 473981.76 Borrow Excavation | | | 0050 214A000M 40.000 M3 | 25.00000 1000.00| 19.77000 790.80| 9.05000 362.00 Structure Excavation | | | 0060 214B001M 16.000 M3 | 42.55000 680.80| 18.65000 298.40| 28.38000 454.08 Foundation Backfill, Commercial | | | 0070 230A000M 35.000 RBST| 1250.00000 43750.00| 900.00000 31500.00| 1000.00000 35000.00 Roadbed Processing | | | 0080 301A008M 48711.000 M2 | 4.00000 194844.00| 4.00000 194844.00| 4.25000 207021.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0090 301A012M 135852.000 M2 | 4.70000 638504.40| 4.20000 570578.40| 4.85000 658882.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0100 327E000M 18349.000 MTON| 30.00000 550470.00| 36.29000 665885.21| 27.99000 513588.51 Permeable Asphalt Treated Base | | | 0110 401A000M 121848.000 M2 | 0.40000 48739.20| 0.50000 60924.00| 0.44000 53613.12 Bituminous Treatment A | | | 0120 405A000M 169883.000 L | 0.30000 50964.90| 0.35000 59459.05| 0.32000 54362.56 Tack Coat | | | 0130 408A051M 9216.000 M2 | 2.00000 18432.00| 0.72000 6635.52| 0.89000 8202.24 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0140 410B000M 1.000 EACH| 10000.00000 10000.00| 26000.00000 26000.00| 7500.00000 7500.00 State Furnished Profilograph | | | 0150 410H000M 1.000 EACH| 100000.00000 100000.00| 50000.00000 50000.00| 125000.00000 125000.00 Material Remixing Device | | | 0160 424A281M 16531.000 MTON| 39.89000 659421.59| 44.69000 738770.39| 38.14000 630492.34 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040402011 COUNTIES : CULLMAN LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 19010 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A287M 394.000 MTON| 43.30000 17060.20| 50.73000 19987.62| 42.81000 16867.14 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range E| | | 0180 424A361M 9990.000 MTON| 41.46000 414185.40| 40.69000 406493.10| 38.05000 380119.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424A367M 174.000 MTON| 39.60000 6890.40| 50.51000 8788.74| 41.02000 7137.48 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,19.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B281M 29151.000 MTON| 33.39000 973351.89| 35.46000 1033694.46| 33.61000 979765.11 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424B288M 7509.000 MTON| 38.17000 286618.53| 42.73000 320859.57| 34.24000 257108.16 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424B289M 11946.000 MTON| 33.81000 403894.26| 34.13000 407716.98| 35.52000 424321.92 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424B581M 26875.000 MTON| 30.40000 817000.00| 34.16000 918050.00| 32.92000 884725.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0240 424B651M 20758.000 MTON| 30.40000 631043.20| 34.13000 708470.54| 34.36000 713244.88 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424B656M 200.000 MTON| 100.00000 20000.00| 50.00000 10000.00| 60.64000 12128.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,37.5mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B658M 3377.000 MTON| 38.17000 128900.09| 34.13000 115257.01| 37.38000 126232.26 Superpave Bituminous Concrete Upper | | | Binder Layer,Leveling ,19.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040402011 COUNTIES : CULLMAN LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 19010 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 424B659M 11045.000 MTON| 33.81000 373431.45| 34.13000 376965.85| 40.34000 445555.30 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B681M 24350.000 MTON| 30.40000 740240.00| 34.13000 831065.50| 36.87000 897784.50 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 424C281M 2462.000 MTON| 30.40000 74844.80| 34.13000 84028.06| 31.26000 76962.12 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0300 428C000M 41788.000 M | 0.50000 20894.00| 0.46000 19222.48| 0.46000 19222.48 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0310 430B035M 8259.000 MTON| 8.00000 66072.00| 16.35000 135034.65| 15.50000 128014.50 Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0320 530A001M 4.000 M | 269.00000 1076.00| 164.50000 658.00| 72.38000 289.52 450 mm Roadway Pipe (Class 3 R.C.) | | | 0330 530A101M 6.000 M | 193.00000 1158.00| 164.50000 987.00| 108.96000 653.76 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530A102M 8.000 M | 211.25000 1690.00| 200.00000 1600.00| 129.92000 1039.36 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0350 530A799M 5.000 M | 217.00000 1085.00| 164.50000 822.50| 85.60000 428.00 375 mm Roadway Pipe (2.7 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0360 535A000M 19.000 M | 100.00000 1900.00| 164.50000 3125.50| 67.26000 1277.94 375 mm Side Drain Pipe | | | 0370 535A001M 31.000 M | 120.00000 3720.00| 98.50000 3053.50| 65.65000 2035.15 450 mm Side Drain Pipe | | | 0380 600A000M LUMP| 877822.00000 877822.00| 500000.00000 500000.00| 800000.00000 800000.00 Mobilization | | | 0390 601A000M 1.000 EACH| 6000.00000 6000.00| 15000.00000 15000.00| 7570.00000 7570.00 Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040402011 COUNTIES : CULLMAN LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 19010 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 603A002M 1.000 EACH| 15000.00000 15000.00| 23000.00000 23000.00| 25000.00000 25000.00 Furnishing Type 3 Field Office | | | 0410 605A002M 24280.000 M | 9.28000 225318.40| 12.95000 314426.00| 11.52000 279705.60 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0420 605B000M 256.000 EACH| 235.00000 60160.00| 275.00000 70400.00| 317.77000 81349.12 Special Underdrain Outlet, Type A | | | 0430 608A000M 120741.000 M2 | 1.00000 120741.00| 1.26000 152133.66| 2.76000 333245.16 Separation Geotextile | | | 0440 614A000M 100.000 M3 | 350.00000 35000.00| 330.00000 33000.00| 249.94000 24994.00 Slope Paving | | | 0450 618B002M 17.000 M2 | 59.00000 1003.00| 69.15000 1175.55| 38.10000 647.70 Concrete Driveway, 150 mm Thick | | | 0460 618B005M 249.000 SQ M| 80.79000 20116.71| 83.70000 20841.30| 67.21000 16735.29 Concrete Driveway, 250mm Thick | | | (Includes Wire Mesh) | | | 0470 619A002M 1.000 EACH| 1200.00000 1200.00| 600.00000 600.00| 494.34000 494.34 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0480 619A003M 1.000 EACH| 1400.00000 1400.00| 800.00000 800.00| 557.35000 557.35 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0490 619A100M 3.000 EACH| 900.00000 2700.00| 600.00000 1800.00| 426.28000 1278.84 375 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 619A101M 6.000 EACH| 900.00000 5400.00| 600.00000 3600.00| 482.01000 2892.06 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0510 620A000M 2.000 M3 | 1310.00000 2620.00| 1000.00000 2000.00| 830.34000 1660.68 Minor Structure Concrete | | | 0520 621A013M 1.000 EACH| 1800.00000 1800.00| 5000.00000 5000.00| 4080.61000 4080.61 Junction Boxes, Type Special | | | 0530 621A057M 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| 1546.40000 3092.80 Junction Boxes, Type Partial | | | 0540 621C020M 4.000 EACH| 1850.00000 7400.00| 1600.00000 6400.00| 1538.58000 6154.32 Inlets, Type Y | | | 0550 621C027M 1.000 EACH| 1850.00000 1850.00| 1500.00000 1500.00| 1718.37000 1718.37 Inlets, Type C | | | 0560 621D019M 3.000 EACH| 750.00000 2250.00| 600.00000 1800.00| 465.50000 1396.50 Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040402011 COUNTIES : CULLMAN LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 19010 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 630A001M 4602.000 M | 39.10000 179938.20| 39.10000 179938.20| 40.55000 186611.10 Steel Beam Guardrail, Class A, Type 2 | | | 0580 630C001M 29.000 EACH| 505.00000 14645.00| 505.00000 14645.00| 632.72000 18348.88 Guardrail End Anchor, Type 8 | | | 0590 630C050M 25.000 EACH| 1350.00000 33750.00| 1350.00000 33750.00| 1718.94000 42973.50 Guardrail End Anchor, Type 20 Series | | | 0600 630C070M 12.000 EACH| 1250.00000 15000.00| 1250.00000 15000.00| 1386.49000 16637.88 Guardrail End Anchor, Type 10 Series | | | 0610 650A000M 30549.000 M3 | 9.96000 304268.04| 5.28000 161298.72| 8.49000 259361.01 Topsoil | | | 0620 652A050M 21.000 HA | 1060.50000 22270.50| 1050.00000 22050.00| 1346.79000 28282.59 Seeding (Mix 1A) | | | 0630 652B050M 10.000 HA | 972.63000 9726.30| 963.00000 9630.00| 872.01000 8720.10 Temporary Seeding (Mix 1AT) | | | 0640 652C000M 31.000 HA | 139.38000 4320.78| 138.00000 4278.00| 107.24000 3324.44 Mowing | | | 0650 652D050M 10.000 HA | 1464.50000 14645.00| 1450.00000 14500.00| 1103.69000 11036.90 Seeding In Stubble (Mix 1A) | | | 0660 654A001M 3949.000 M2 | 3.28000 12952.72| 3.25000 12834.25| 3.71000 14650.79 Solid Sodding (Bermuda) | | | 0670 656A000M 28.000 HA | 934.25000 26159.00| 925.00000 25900.00| 1059.29000 29660.12 Mulching, Class A, Type 1 | | | 0680 656A001M 3.000 HA | 1464.50000 4393.50| 1450.00000 4350.00| 1331.18000 3993.54 Mulching, Class A, Type 2 | | | 0690 659A000M 3218.000 M2 | 2.02000 6500.36| 2.00000 6436.00| 2.20000 7079.60 Erosion Control Netting, Class A | | | 0700 665A000M 15.000 HA | 1060.50000 15907.50| 1050.00000 15750.00| 845.81000 12687.15 Temporary Seeding | | | 0710 665B000M 15.000 HA | 1060.50000 15907.50| 1050.00000 15750.00| 872.33000 13084.95 Temporary Mulching | | | 0720 665F000M 1126.000 EACH| 5.75000 6474.50| 5.00000 5630.00| 6.00000 6756.00 Hay Bales | | | 0730 665I000M 55.000 MTON| 29.00000 1595.00| 22.05000 1212.75| 50.00000 2750.00 Temporary Riprap, Class 2 | | | 0740 665J000M 5660.000 M | 14.76000 83541.60| 11.52000 65203.20| 12.40000 70184.00 Silt Fence, Type A | | | 0750 666A001M 31.000 HA | 45.45000 1408.95| 45.00000 1395.00| 78.58000 2435.98 Pest Control Treatment | | | 0760 680A000M LUMP| 100000.00000 100000.00| 186000.00000 186000.00| 100000.00000 100000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040402011 COUNTIES : CULLMAN LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 19010 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 701A012M 2.000 KM | 250.00000 500.00| 250.00000 500.00| 212.83000 425.66 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0780 701A028M 24.000 KM | 995.00000 23880.00| 995.00000 23880.00| 857.94000 20590.56 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0790 701A032M 24.000 KM | 995.00000 23880.00| 995.00000 23880.00| 913.88000 21933.12 Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0800 701A041M 24.000 KM | 591.00000 14184.00| 591.00000 14184.00| 578.54000 13884.96 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0810 701B006M 6760.000 M | 2.65000 17914.00| 2.65000 17914.00| 4.10000 27716.00 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0820 701C000M 24.000 KM | 327.00000 7848.00| 327.00000 7848.00| 196.56000 4717.44 Broken Temporary Traffic Stripe | | | 0830 701C001M 88.000 KM | 367.00000 32296.00| 366.00000 32208.00| 221.44000 19486.72 Solid Temporary Traffic Stripe | | | 0840 701D007M 1.000 KM | 1242.00000 1242.00| 1242.00000 1242.00| 693.37000 693.37 Solid Traffic Stripe Removed (Paint) | | | 0850 701D008M 1.000 KM | 1242.00000 1242.00| 1242.00000 1242.00| 867.23000 867.23 Solid Traffic Stripe Removed (Plastic) | | | 0860 703A002M 746.000 M2 | 30.00000 22380.00| 30.00000 22380.00| 21.31000 15897.26 Traffic Control Markings, Class 2, Type | | | A | | | 0870 703B002M 229.000 M2 | 37.50000 8587.50| 37.50000 8587.50| 29.17000 6679.93 Traffic Control Legends, Class 2, Type | | | 0880 703D001M 20.000 M2 | 16.15000 323.00| 16.15000 323.00| 11.19000 223.80 Temporary Traffic Control Markings | | | 0890 705A011M 36.000 EACH| 6.00000 216.00| 6.00000 216.00| 4.29000 154.44 Pavement Markers, Class C, Type 1-A | | | 0900 705A012M 648.000 EACH| 6.00000 3888.00| 6.00000 3888.00| 4.28000 2773.44 Pavement Markers, Class C, Type 1-B | | | 0910 705A023M 500.000 EACH| 6.00000 3000.00| 6.00000 3000.00| 4.36000 2180.00 Pavement Markers, Class C, Type 2-D | | | 0920 705A030M 136.000 EACH| 5.75000 782.00| 5.75000 782.00| 5.30000 720.80 Pavement Markers, Class A-H, Type 2-C | | | 0930 705A031M 1000.000 EACH| 5.75000 5750.00| 5.75000 5750.00| 5.15000 5150.00 Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040402011 COUNTIES : CULLMAN LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 19010 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 705A037M 69.000 EACH| 5.75000 396.75| 5.75000 396.75| 5.32000 367.08 Pavement Markers, Class A-H, Type 2-D | | | 0950 707B003M 1.000 EACH| 148.40000 148.40| 132.50000 132.50| 199.22000 199.22 Type A Hazard Marker Installation | | | 0960 710A115M 45.000 M2 | 148.40000 6678.00| 157.50000 7087.50| 25.81000 1161.45 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 0970 710A126M 132.000 SQ M| 171.72000 22667.04| 169.00000 22308.00| 199.89000 26385.48 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 0980 710B001M 1113.000 M | 16.43000 18286.59| 18.95000 21091.35| 21.72000 24174.36 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0990 730A000M LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 2398.98000 2398.98 Removal Of Existing Traffic Control | | | Unit (SR-157 @ CR-1242) | | | 1000 730C000M LUMP| 3750.00000 3750.00| 3750.00000 3750.00| 5384.07000 5384.07 Furnishing And Installing Traffic | | | Control Unit( SR-157 @ CR-1242) | | | 1010 730E000M 4.000 EACH| 2100.00000 8400.00| 2100.00000 8400.00| 1731.08000 6924.32 Metal Traffic Signal Pole Foundation | | | 1020 730G001M 4.000 EACH| 4450.00000 17800.00| 4450.00000 17800.00| 4149.35000 16597.40 Metal Traffic Signal Strain Pole | | | 1030 730H001M 760.000 M | 12.00000 9120.00| 12.00000 9120.00| 10.25000 7790.00 Loop Wire | | | 1040 730I001M 1340.000 M | 3.25000 4355.00| 3.25000 4355.00| 4.59000 6150.60 Loop Dectector Lead-In-Cable | | | 1050 730J010M 14.000 EACH| 160.00000 2240.00| 160.00000 2240.00| 162.12000 2269.68 Vehicle Loop Detector | | | 1060 730K000M 8.000 EACH| 275.00000 2200.00| 275.00000 2200.00| 330.87000 2646.96 Traffic Signal Junction Box | | | 1070 730L002M 30.000 M | 13.00000 390.00| 13.00000 390.00| 15.78000 473.40 27Millimeter Metallic, Conduit | | | 1080 730L005M 330.000 M | 13.00000 4290.00| 13.00000 4290.00| 13.98000 4613.40 53 Millimeter Non-Metallic, Conduit | | | 1090 730N010M 4.000 EACH| 675.00000 2700.00| 675.00000 2700.00| 773.00000 3092.00 Luminaire Extension Assembly, 3.7m | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040402011 COUNTIES : CULLMAN LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23009 |( 3 ) 19010 |GOOD HOPE CONTRACTING CO., |WHITAKER CONTRACTING CORPOR |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 730P022M 10.000 EACH| 735.00000 7350.00| 735.00000 7350.00| 794.28000 7942.80 Vehicular Signal Head, 300 Millimeter, | | | 3 Section, Type LED | | | 1110 730R022M 1.000 EACH| 7900.00000 7900.00| 7900.00000 7900.00| 8743.88000 8743.88 Controller Assembly, Type III, 8 Phase | | | 1120 730T000M 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Wood Pole | | | 1130 740B000M 227.000 M2 | 82.68000 18768.36| 91.25000 20713.75| 113.77000 25825.79 Construction Signs | | | 1140 740D000M 637.000 EACH| 66.18000 42156.66| 58.30000 37137.10| 60.00000 38220.00 Channelizing Drums | | | 1150 740E000M 200.000 EACH| 16.00000 3200.00| 6.36000 1272.00| 15.00000 3000.00 Cones (900 mm High) | | | 1160 740F002M 140.000 EACH| 164.30000 23002.00| 180.00000 25200.00| 275.00000 38500.00 Barricades, Type III | | | 1170 740I005M 78.000 EACH| 318.00000 24804.00| 371.00000 28938.00| 430.00000 33540.00 Warning Lights, Type B (Detachable Head | | | 1180 740M001M 200.000 EACH| 6.00000 1200.00| 2.00000 400.00| 6.00000 1200.00 Ballast For Cone | | | 1190 741C010M 2.000 EACH| 4500.00000 9000.00| 3710.00000 7420.00| 3000.00000 6000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1200 742A001M 2.000 EACH| 15000.00000 30000.00| 10600.00000 21200.00| 15710.95000 31421.90 Portable Changeable Message Sign, Type | | | 1210 999 000M 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 11,184,580.97| $ 11,253,597.51| $ 11,376,307.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,184,580.97| $ 11,253,597.51| $ 11,376,307.93 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20040402013 COUNTIES : SUMTER LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-0028(501) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#28 from S.R.#17 to I-20/I-59 in Livingston. Length 5.941 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 804,937.62 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040402013 COUNTIES : SUMTER LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 5.000 EACH| 100.00000 500.00| | Mailbox Reset, Single | | | 0020 210D000 3800.000 CUYD| 8.78000 33364.00| | Borrow Excavation | | | 0030 401B100 82100.000 SQYD| 1.05000 86205.00| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 3000.000 GAL | 1.25000 3750.00| | Tack Coat | | | 0050 408A052 83134.000 SQYD| 0.93000 77314.62| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 7900.000 TON | 40.81000 322399.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B654 700.000 TON | 60.00000 42000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B658 2660.000 TON | 45.30000 120498.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B000 100.000 TON | 25.00000 2500.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0100 600A000 LUMP| 32000.00000 32000.00| | Mobilization | | | 0110 652A054 7.000 ACRE| 600.00000 4200.00| | Seeding (Mix 2A) | | | 0120 656A000 7.000 ACRE| 600.00000 4200.00| | Mulching, Class A, Type 1 | | | 0130 665F000 100.000 EACH| 5.00000 500.00| | Hay Bales | | | 0140 665J000 500.000 LF | 4.50000 2250.00| | Silt Fence, Type A | | | 0150 701A028 12.000 MILE| 1480.00000 17760.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040402013 COUNTIES : SUMTER LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A046 4.000 MILE| 980.00000 3920.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 9.000 MILE| 1690.00000 15210.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701C002 7.000 MILE| 480.00000 3360.00| | Broken Temporary Traffic Stripe (Paint) | | | 0190 701C003 17.000 MILE| 550.00000 9350.00| | Solid Temporary Traffic Stripe (Paint) | | | 0200 701G125 1286.000 LF | 4.00000 5144.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G133 1286.000 LF | 4.00000 5144.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701H001 2572.000 LF | 0.50000 1286.00| | Solid Traffic Stripe Removed (Plastic) | | | 0230 703A002 270.000 SQFT| 5.00000 1350.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 80.000 SQFT| 5.00000 400.00| | Traffic Control Legends, Class 2, Type | | | 0250 703D002 60.000 SQFT| 1.50000 90.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0260 703E002 160.000 SQFT| 1.50000 240.00| | Temporary Traffic Control Legends | | | (Paint) | | | 0270 705A032 176.000 EACH| 5.50000 968.00| | Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 395.000 EACH| 5.50000 2172.50| | Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 525.000 SQFT| 8.50000 4462.50| | Construction Signs | | | 0300 740E000 200.000 EACH| 1.00000 200.00| | Cones (36 Inches High) | | | 0310 740M001 200.000 EACH| 1.00000 200.00| | Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040402013 COUNTIES : SUMTER LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740O000 1.000 EACH| 2000.00000 2000.00| | Pilot Car | | | SECTION TOTALS | $ 804,937.62| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 804,937.62| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20040402014 COUNTIES : HALE LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0008(520) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#8 (U.S.#80) from MP 44.100 to MP 46.317 east of Demopolis. Length - 2.217 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 1,081,706.25 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,192,711.50 110.2621% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040402014 COUNTIES : HALE LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 3.000 EACH| 175.00000 525.00| 150.00000 450.00| Mailbox Reset, Single | | | 0020 305A000 2100.000 CUYD| 10.75000 22575.00| 10.95000 22995.00| Borrow, Section 210, FOR MISCELLANEOUS | | | USE | | | 0030 405A000 8700.000 GAL | 1.00000 8700.00| 1.00000 8700.00| Tack Coat | | | 0040 408A052 62500.000 SQYD| 0.90000 56250.00| 1.65000 103125.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 420A011 3300.000 TON | 58.75000 193875.00| 59.61000 196713.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0060 424A280 4860.000 TON | 39.50000 191970.00| 50.76000 246693.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424A360 1400.000 TON | 36.00000 50400.00| 47.18000 66052.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B284 400.000 TON | 60.00000 24000.00| 70.00000 28000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424B288 9205.000 TON | 39.75000 365898.75| 45.28000 416802.40| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 428B000 70300.000 LF | 0.05000 3515.00| 0.06000 4218.00| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0110 430B000 200.000 TON | 28.50000 5700.00| 22.00000 4400.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0120 600A000 LUMP| 80250.00000 80250.00| 26700.00000 26700.00| Mobilization | | | 0130 652A054 6.000 ACRE| 450.00000 2700.00| 525.00000 3150.00| Seeding (Mix 2A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040402014 COUNTIES : HALE LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 656A000 6.000 ACRE| 450.00000 2700.00| 525.00000 3150.00| Mulching, Class A, Type 1 | | | 0150 665F000 250.000 EACH| 6.00000 1500.00| 5.00000 1250.00| Hay Bales | | | 0160 665J000 1200.000 LF | 4.00000 4800.00| 4.00000 4800.00| Silt Fence, Type A | | | 0170 701A028 5.000 MILE| 1825.00000 9125.00| 1825.00000 9125.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A032 5.000 MILE| 1825.00000 9125.00| 1825.00000 9125.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A041 5.000 MILE| 1100.00000 5500.00| 1100.00000 5500.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 2000.000 LF | 0.95000 1900.00| 0.95000 1900.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C002 15.000 MILE| 420.00000 6300.00| 420.00000 6300.00| Broken Temporary Traffic Stripe (Paint) | | | 0220 701C003 15.000 MILE| 490.00000 7350.00| 490.00000 7350.00| Solid Temporary Traffic Stripe (Paint) | | | 0230 703A002 175.000 SQFT| 3.00000 525.00| 3.00000 525.00| Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 70.000 SQFT| 5.00000 350.00| 5.00000 350.00| Traffic Control Legends, Class 2, Type | | | 0250 703D002 350.000 SQFT| 1.50000 525.00| 1.50000 525.00| Temporary Traffic Control Markings | | | (Paint) | | | 0260 705A030 115.000 EACH| 5.50000 632.50| 5.50000 632.50| Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 300.000 EACH| 5.50000 1650.00| 5.50000 1650.00| Pavement Markers, Class A-H, Type 1-A | | | 0280 740B000 990.000 SQFT| 8.50000 8415.00| 7.00000 6930.00| Construction Signs | | | 0290 740D000 100.000 EACH| 55.00000 5500.00| 10.00000 1000.00| Channelizing Drums | | | 0300 740E000 300.000 EACH| 14.00000 4200.00| 1.00000 300.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040402014 COUNTIES : HALE LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740M001 300.000 EACH| 5.00000 1500.00| 1.00000 300.00| Ballast For Cone | | | 0320 741C010 2.000 EACH| 1875.00000 3750.00| 2000.00000 4000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,081,706.25| $ 1,192,711.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,081,706.25| $ 1,192,711.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 CONTRACT TIME : 780 Calendar Days CONTRACT DESCRIPTION : MOBILE PROJECT(S) : BRF-0042(502) for constructing the Bridge Replacement and Approaches on S.R.#42 (U.S.#98) at the Fish River southeast of Fairhope. Length 1.021 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02045 BOH BROS. CONSTRUCTION CO., LLC $ 10,233,889.30 100.0000% 2 12003 L & A CONTRACTING COMPANY $ 10,390,892.62 101.5342% 3 13099 MCINNIS, LLC $ 10,807,616.81 105.6062% 4 13021 MURPHREE BRIDGE CORPORATION $ 10,862,579.19 106.1432% 5 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 11,216,970.20 109.6061% 6 02081 BRASFIELD & GORRIE, L.L.C. $ 12,372,916.38 120.9014% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02045 |( 2 ) 12003 |( 3 ) 13099 |BOH BROS. CONSTRUCTION CO., |L & A CONTRACTING COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 75000.00000 75000.00| 75000.00000 75000.00| 75000.00000 75000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 25 ACRES) | | | 0020 206A000 LUMP| 210000.00000 210000.00| 750000.00000 750000.00| 250000.00000 250000.00 Removal Of Old Bridge, Station 136+96.7 | | | 0030 206D000 306.000 LF | 20.00000 6120.00| 5.50000 1683.00| 6.01000 1839.06 Removing Pipe | | | 0040 206D001 608.000 LF | 4.00000 2432.00| 2.20000 1337.60| 2.46000 1495.68 Removing Guardrail | | | 0050 210A000 5108.000 CUYD| 5.50000 28094.00| 11.00000 56188.00| 12.02000 61398.16 Unclassified Excavation | | | 0060 210C000 8837.000 CUYD| 4.50000 39766.50| 5.50000 48603.50| 6.01000 53110.37 Muck Excavation | | | 0070 210D012 122487.000 CUYD| 4.70000 575688.90| 3.84000 470350.08| 4.19000 513220.53 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0080 210E000 13255.000 CUYD| 4.60000 60973.00| 5.15000 68263.25| 5.62000 74493.10 Borrow Excavation (Underwater Backfill) | | | 0090 214A000 1062.000 CUYD| 7.00000 7434.00| 6.60000 7009.20| 7.21000 7657.02 Structure Excavation | | | 0100 214B001 377.000 CUYD| 55.00000 20735.00| 44.00000 16588.00| 48.08000 18126.16 Foundation Backfill, Commercial | | | 0110 215A000 1335.000 CUYD| 30.00000 40050.00| 12.08000 16126.80| 37.14000 49581.90 Unclassified Bridge Excavation | | | 0120 215B000 LUMP| 30000.00000 30000.00| 22000.00000 22000.00| 80000.00000 80000.00 Cofferdams Or Sheeting And Shoring, STA | | | 132+02 | | | 0130 230A000 53.000 RBST| 175.00000 9275.00| 550.00000 29150.00| 600.78000 31841.34 Roadbed Processing | | | 0140 260A001 34.000 CUYD| 135.00000 4590.00| 165.00000 5610.00| 417.84000 14206.56 Cement Mortar Flowable Backfill, Mix 2 | | | 0150 301A012 13000.000 SQYD| 8.50000 110500.00| 13.20000 171600.00| 14.42000 187460.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 17000.000 SQYD| 0.55000 9350.00| 0.55000 9350.00| 0.62000 10540.00 Bituminous Treatment A | | | 0170 405A000 1400.000 GAL | 1.20000 1680.00| 1.10000 1540.00| 1.19000 1666.00 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02045 |( 2 ) 12003 |( 3 ) 13099 |BOH BROS. CONSTRUCTION CO., |L & A CONTRACTING COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A360 1500.000 TON | 47.00000 70500.00| 46.75000 70125.00| 51.07000 76605.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424B651 2400.000 TON | 42.50000 102000.00| 42.35000 101640.00| 46.26000 111024.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 424B655 100.000 TON | 66.00000 6600.00| 55.00000 5500.00| 38.44000 3844.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B659 900.000 TON | 44.00000 39600.00| 44.00000 39600.00| 48.08000 43272.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B681 1500.000 TON | 42.00000 63000.00| 41.25000 61875.00| 45.07000 67605.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424C361 2829.000 TON | 41.00000 115989.00| 39.33000 111264.57| 42.96000 121533.84 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 430B040 250.000 TON | 31.00000 7750.00| 30.80000 7700.00| 33.64000 8410.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0250 502A000 498200.000 LB | 0.66000 328812.00| 0.74000 368668.00| 0.70000 348740.00 Steel Reinforcement | | | 0260 502B000 LUMP| 450000.00000 450000.00| 550000.00000 550000.00| 459216.10000 459216.10 Steel Reinforcement For Bridge | | | Superstructure, STA. 132+02, APPROX. | | | 677450 LBS. | | | 0270 503A000 350.000 CUYD| 150.00000 52500.00| 250.00000 87500.00| 305.38000 106883.00 Seal Concrete | | | 0280 503B011 LUMP| 15000.00000 15000.00| 44000.00000 44000.00| 110000.00000 110000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 5 | | | 0290 503B012 LUMP| 15000.00000 15000.00| 44000.00000 44000.00| 60000.00000 60000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02045 |( 2 ) 12003 |( 3 ) 13099 |BOH BROS. CONSTRUCTION CO., |L & A CONTRACTING COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 503B013 LUMP| 15000.00000 15000.00| 44000.00000 44000.00| 60000.00000 60000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 7 | | | 0310 503B014 LUMP| 15000.00000 15000.00| 44000.00000 44000.00| 60000.00000 60000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 8 | | | 0320 503B015 LUMP| 15000.00000 15000.00| 55000.00000 55000.00| 40000.00000 40000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 9 | | | 0330 503B016 LUMP| 15000.00000 15000.00| 55000.00000 55000.00| 40000.00000 40000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 10 | | | 0340 503B017 LUMP| 15000.00000 15000.00| 55000.00000 55000.00| 40000.00000 40000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 16 | | | 0350 505A015 1.000 EACH| 4800.00000 4800.00| 5500.00000 5500.00| 10000.00000 10000.00 Concrete Test Piles (14 Inches Square) | | | 0360 505A017 1.000 EACH| 7000.00000 7000.00| 6550.00000 6550.00| 11000.00000 11000.00 Concrete Test Piles (18 Inches Square) | | | 0370 505A018 1.000 EACH| 9000.00000 9000.00| 7000.00000 7000.00| 14000.00000 14000.00 Concrete Test Piles (20 Inches Square) | | | 0380 505A019 1.000 EACH| 11500.00000 11500.00| 8100.00000 8100.00| 16000.00000 16000.00 Concrete Test Piles (24 Inches Square) | | | 0390 505A020 1.000 EACH| 15500.00000 15500.00| 12200.00000 12200.00| 19000.00000 19000.00 Concrete Test Piles (30 Inches Square) | | | 0400 505B045 1.000 EACH| 5500.00000 5500.00| 13600.00000 13600.00| 14000.00000 14000.00 Static Loading Tests (14 Inches Square) | | | 0410 505B047 1.000 EACH| 9000.00000 9000.00| 15200.00000 15200.00| 15000.00000 15000.00 Static Loading Tests (18 Inches Square) | | | 0420 505B048 1.000 EACH| 9000.00000 9000.00| 15700.00000 15700.00| 16000.00000 16000.00 Static Loading Tests (20 Inches Square) | | | 0430 505B049 1.000 EACH| 9500.00000 9500.00| 15700.00000 15700.00| 17000.00000 17000.00 Static Loading Tests (24 Inches Square) | | | 0440 505B050 1.000 EACH| 11000.00000 11000.00| 26200.00000 26200.00| 19000.00000 19000.00 Static Loading Tests (30 Inches Square) | | | 0450 505B075 1.000 EACH| 2800.00000 2800.00| 6000.00000 6000.00| 15000.00000 15000.00 Dynamic Loading Tests (14 Inches Square | | | 0460 505B077 1.000 EACH| 2800.00000 2800.00| 6000.00000 6000.00| 16000.00000 16000.00 Dynamic Loading Tests (18 Inches Square | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02045 |( 2 ) 12003 |( 3 ) 13099 |BOH BROS. CONSTRUCTION CO., |L & A CONTRACTING COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 505B078 1.000 EACH| 2800.00000 2800.00| 6000.00000 6000.00| 17000.00000 17000.00 Dynamic Loading Tests (20 Inches Square | | | 0480 505B079 1.000 EACH| 2800.00000 2800.00| 6000.00000 6000.00| 19000.00000 19000.00 Dynamic Loading Tests (24 Inches Square | | | 0490 505B080 1.000 EACH| 2800.00000 2800.00| 6300.00000 6300.00| 20000.00000 20000.00 Dynamic Loading Tests (30 Inches Square | | | 0500 505N000 2345.000 LF | 25.00000 58625.00| 29.00000 68005.00| 28.55000 66949.75 Concrete Piling Furnished(14 Inches | | | Square) | | | 0510 505N002 7855.000 LF | 36.50000 286707.50| 32.50000 255287.50| 35.94000 282308.70 Concrete Piling Furnished(18 Inches | | | Square) | | | 0520 505N003 2700.000 LF | 46.50000 125550.00| 40.00000 108000.00| 44.05000 118935.00 Concrete PilingI Furnished(20 Inches | | | Square) | | | 0530 505N004 1650.000 LF | 64.00000 105600.00| 61.30000 101145.00| 68.94000 113751.00 Concrete Piling Furnished(24 Inches | | | Square) | | | 0540 505N005 3850.000 LF | 81.50000 313775.00| 75.00000 288750.00| 89.02000 342727.00 Concrete Piling Furnished(30 Inches | | | Square) | | | 0550 505O000 2345.000 LF | 16.50000 38692.50| 1.00000 2345.00| 16.22000 38035.90 Concrete Piling Driven(14 Inches | | | Square) | | | 0560 505O002 7855.000 LF | 18.80000 147674.00| 1.00000 7855.00| 17.42000 136834.10 Concrete Piling Driven(18 Inches Square | | | 0570 505O003 2700.000 LF | 33.00000 89100.00| 1.00000 2700.00| 18.34000 49518.00 Concrete Piling Driven(20 Inches Square | | | 0580 505O004 1650.000 LF | 35.00000 57750.00| 1.00000 1650.00| 21.03000 34699.50 Concrete Piling Driven(24 Inches Square | | | 0590 505O005 3850.000 LF | 40.00000 154000.00| 1.00000 3850.00| 32.44000 124894.00 Concrete Piling Driven(30 Inches Square | | | 0600 508A000 33550.000 LB | 2.20000 73810.00| 2.40000 80520.00| 2.81000 94275.50 Structural Steel | | | 0610 510A000 3152.000 CUYD| 525.00000 1654800.00| 400.00000 1260800.00| 425.00000 1339600.00 Bridge Substructure Concrete, Class A | | | 0620 510C051 LUMP| 1000000.00000 1000000.00| 1318500.00000 1318500.00| 1100000.00000 1100000.00 Bridge Concrete Superstructure, STA. | | | 132+02, APPROX. 2930 CU. YDS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02045 |( 2 ) 12003 |( 3 ) 13099 |BOH BROS. CONSTRUCTION CO., |L & A CONTRACTING COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 510E000 7547.000 SQYD| 2.20000 16603.40| 2.85000 21508.95| 1.91000 14414.77 Grooving Concrete Bridge Decks | | | 0640 511A004 266.000 EACH| 350.00000 93100.00| 328.00000 87248.00| 444.04000 118114.64 Elastomeric Bearings, Type 4 | | | 0650 513B004 1378.000 LF | 80.00000 110240.00| 60.00000 82680.00| 76.91000 105981.98 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0660 513B015 10434.000 LF | 120.00000 1252080.00| 100.00000 1043400.00| 132.56000 1383131.04 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0670 519A000 LUMP| 40000.00000 40000.00| 85000.00000 85000.00| 100000.00000 100000.00 Navigation Lighting System | | | 0680 530A001 54.000 LF | 28.00000 1512.00| 22.00000 1188.00| 24.04000 1298.16 18" Roadway Pipe (Class 3 R.C.) | | | 0690 530A002 146.000 LF | 34.00000 4964.00| 33.00000 4818.00| 36.06000 5264.76 24" Roadway Pipe (Class 3 R.C.) | | | 0700 530A003 442.000 LF | 42.00000 18564.00| 44.00000 19448.00| 48.08000 21251.36 30" Roadway Pipe (Class 3 R.C.) | | | 0710 530A006 66.000 LF | 90.00000 5940.00| 88.00000 5808.00| 96.12000 6343.92 48" Roadway Pipe (Class 3 R.C.) | | | 0720 530A602 279.000 LF | 36.00000 10044.00| 27.50000 7672.50| 30.05000 8383.95 24" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0730 530B008 70.000 LF | 128.00000 8960.00| 165.00000 11550.00| 180.24000 12616.80 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0740 535A002 20.000 LF | 50.00000 1000.00| 29.70000 594.00| 32.44000 648.80 24" Side Drain Pipe | | | 0750 600A000 LUMP| 1200000.00000 1200000.00| 937000.00000 937000.00| 800000.00000 800000.00 Mobilization | | | 0760 602A000 12.000 EACH| 65.00000 780.00| 165.00000 1980.00| 180.24000 2162.88 Right Of Way Markers | | | 0770 606A012 2000.000 LF | 9.00000 18000.00| 11.00000 22000.00| 12.02000 24040.00 6" Underdrain Pipe, Type 8 | | | 0780 610C001 1296.000 TON | 32.50000 42120.00| 35.82000 46422.72| 39.13000 50712.48 Loose Riprap, Class 2 | | | 0790 610D003 842.000 SQYD| 2.50000 2105.00| 3.30000 2778.60| 3.61000 3039.62 Filter Blanket, Geotextile | | | 0800 614A000 7.000 CUYD| 300.00000 2100.00| 440.00000 3080.00| 480.64000 3364.48 Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02045 |( 2 ) 12003 |( 3 ) 13099 |BOH BROS. CONSTRUCTION CO., |L & A CONTRACTING COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 619A002 2.000 EACH| 550.00000 1100.00| 440.00000 880.00| 480.64000 961.28 18" Roadway Pipe End Treatment, Class 1 | | | 0820 619A003 2.000 EACH| 550.00000 1100.00| 770.00000 1540.00| 841.11000 1682.22 24" Roadway Pipe End Treatment, Class 1 | | | 0830 619A004 2.000 EACH| 560.00000 1120.00| 880.00000 1760.00| 961.27000 1922.54 30" Roadway Pipe End Treatment, Class 1 | | | 0840 619A007 2.000 EACH| 1100.00000 2200.00| 1100.00000 2200.00| 1201.60000 2403.20 48" Roadway Pipe End Treatment, Class 1 | | | 0850 619A101 2.000 EACH| 530.00000 1060.00| 825.00000 1650.00| 901.20000 1802.40 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0860 619A102 4.000 EACH| 510.00000 2040.00| 1100.00000 4400.00| 1201.60000 4806.40 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0870 619B023 1.000 EACH| 1600.00000 1600.00| 1650.00000 1650.00| 1802.38000 1802.38 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0890 621A000 4.000 EACH| 2400.00000 9600.00| 2750.00000 11000.00| 3003.97000 12015.88 Junction Boxes, Type 1, 1P Or 5 | | | 0900 629C001 2.000 EACH| 700.00000 1400.00| 2200.00000 4400.00| 3604.77000 7209.54 Concrete Median Or Safety Barrier End | | | Section, (Type TES Modified) | | | 0910 630A001 800.000 LF | 17.50000 14000.00| 17.44000 13952.00| 17.42000 13936.00 Steel Beam Guardrail, Class A, Type 2 | | | 0920 630C003 3.000 EACH| 1300.00000 3900.00| 1320.00000 3960.00| 1201.60000 3604.80 Guardrail End Anchor, Type 13 | | | 0930 630C041 2.000 EACH| 4500.00000 9000.00| 4400.00000 8800.00| 5887.80000 11775.60 Guardrail End Anchor, Type 22 | | | 0940 630C050 5.000 EACH| 2000.00000 10000.00| 1980.00000 9900.00| 1802.38000 9011.90 Guardrail End Anchor, Type 20 Series | | | 0950 631E011 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 961.27000 3845.08 Guardrail End Anchor, Type 20 Series, | | | Reset | | | 0960 634A000 1700.000 LF | 13.00000 22100.00| 13.20000 22440.00| 22.94000 38998.00 Industrial Fence, 4 Feet High | | | 0970 634A002 1700.000 LF | 17.00000 28900.00| 16.50000 28050.00| 28.67000 48739.00 Industrial Fence, 6 Feet High | | | 0980 641A514 130.000 LF | 6.00000 780.00| 5.50000 715.00| 10.15000 1319.50 1 Inch Copper Water Service Line Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -8 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02045 |( 2 ) 12003 |( 3 ) 13099 |BOH BROS. CONSTRUCTION CO., |L & A CONTRACTING COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 641A518 5.000 LF | 20.00000 100.00| 11.00000 55.00| 20.79000 103.95 2 Inch Copper Water Service Line Laid | | | 1000 641A612 20.000 LF | 18.00000 360.00| 27.50000 550.00| 31.21000 624.20 6 Inch Ductile Iron Water Main Laid | | | 1010 641A740 2370.000 LF | 4.20000 9954.00| 2.75000 6517.50| 18.02000 42707.40 2 Inch P.V.C. Water Main Laid | | | 1020 641E500 1.000 EACH| 650.00000 650.00| 550.00000 550.00| 1013.63000 1013.63 Fire Hydrant Reset | | | 1030 641J510 3.000 EACH| 200.00000 600.00| 330.00000 990.00| 428.86000 1286.58 2 Inch Gate Valve with Box | | | 1040 641P520 1.000 EACH| 30.00000 30.00| 275.00000 275.00| 389.87000 389.87 1 Inch Service Tap | | | 1050 641P530 1.000 EACH| 40.00000 40.00| 440.00000 440.00| 480.83000 480.83 2 Inch Service Tap | | | 1060 645A648 1750.000 LF | 6.00000 10500.00| 16.50000 28875.00| 21.59000 37782.50 3 Inch P.V.C. Sanitary Sewer Force Main | | | Pipe Laid | | | 1070 649A620 40.000 LF | 40.00000 1600.00| 66.00000 2640.00| 111.77000 4470.80 6 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1080 650A000 6991.000 CUYD| 8.50000 59423.50| 7.70000 53830.70| 8.41000 58794.31 Topsoil | | | 1090 652A061 13.000 ACRE| 975.00000 12675.00| 550.00000 7150.00| 582.78000 7576.14 Seeding (Mix 3E) | | | 1100 652C000 13.000 ACRE| 100.00000 1300.00| 82.50000 1072.50| 120.16000 1562.08 Mowing | | | 1110 654A000 1700.000 SQYD| 3.50000 5950.00| 3.03000 5151.00| 4.81000 8177.00 Solid Sodding | | | 1120 656A000 13.000 ACRE| 520.00000 6760.00| 550.00000 7150.00| 546.73000 7107.49 Mulching, Class A, Type 1 | | | 1130 659A000 400.000 SQYD| 2.00000 800.00| 2.20000 880.00| 2.22000 888.00 Erosion Control Netting, Class A | | | 1140 665A000 5.000 ACRE| 1000.00000 5000.00| 412.50000 2062.50| 360.48000 1802.40 Temporary Seeding | | | 1150 665B000 5.000 ACRE| 650.00000 3250.00| 412.50000 2062.50| 360.48000 1802.40 Temporary Mulching | | | 1160 665C000 100.000 LF | 24.00000 2400.00| 16.50000 1650.00| 18.03000 1803.00 15" Temporary Pipe | | | 1170 665E000 1000.000 SQYD| 2.00000 2000.00| 2.20000 2200.00| 2.40000 2400.00 Polyethylene | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -9 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02045 |( 2 ) 12003 |( 3 ) 13099 |BOH BROS. CONSTRUCTION CO., |L & A CONTRACTING COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 665F000 1000.000 EACH| 6.00000 6000.00| 11.00000 11000.00| 12.02000 12020.00 Hay Bales | | | 1190 665G000 1000.000 EACH| 4.00000 4000.00| 5.50000 5500.00| 6.01000 6010.00 Sand Bags | | | 1200 665I000 200.000 TON | 32.00000 6400.00| 38.50000 7700.00| 42.07000 8414.00 Temporary Riprap, Class 2 | | | 1210 665J000 11700.000 LF | 3.30000 38610.00| 6.60000 77220.00| 7.21000 84357.00 Silt Fence, Type A | | | 1220 665K000 600.000 CUYD| 3.70000 2220.00| 11.00000 6600.00| 12.02000 7212.00 Drainage Sump Excavation | | | 1230 665L000 1250.000 LF | 13.50000 16875.00| 22.00000 27500.00| 24.06000 30075.00 Floating Basin Boom | | | 1240 666A001 13.000 ACRE| 200.00000 2600.00| 16.50000 214.50| 36.05000 468.65 Pest Control Treatment | | | 1243 672B000 50.000 LB | 12.50000 625.00| 220.00000 11000.00| 46.87000 2343.50 Flocculant Powder | | | 1244 672C000 100.000 EACH| 22.00000 2200.00| 110.00000 11000.00| 241.92000 24192.00 Flocculant Log | | | 1250 680A000 LUMP| 98000.00000 98000.00| 266500.00000 266500.00| 150000.00000 150000.00 Engineering Controls | | | 1260 701A004 1.000 MILE| 550.00000 550.00| 550.00000 550.00| 600.78000 600.78 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1270 701A012 1.000 MILE| 550.00000 550.00| 550.00000 550.00| 600.78000 600.78 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1280 701A028 4.000 MILE| 1600.00000 6400.00| 1606.00000 6424.00| 1754.32000 7017.28 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1290 701A046 1.000 MILE| 1000.00000 1000.00| 1045.00000 1045.00| 1141.51000 1141.51 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1300 701A048 4.000 MILE| 1700.00000 6800.00| 1738.00000 6952.00| 1898.50000 7594.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1310 701A065 1.000 MILE| 18000.00000 18000.00| 18452.50000 18452.50| 20156.67000 20156.67 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1320 701A073 1.000 MILE| 18000.00000 18000.00| 18452.50000 18452.50| 20156.67000 20156.67 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -10 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02045 |( 2 ) 12003 |( 3 ) 13099 |BOH BROS. CONSTRUCTION CO., |L & A CONTRACTING COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 701B009 1120.000 LF | 0.90000 1008.00| 0.88000 985.60| 0.97000 1086.40 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1340 701C000 1.000 MILE| 550.00000 550.00| 550.00000 550.00| 600.78000 600.78 Broken Temporary Traffic Stripe | | | 1350 701C001 7.000 MILE| 700.00000 4900.00| 715.00000 5005.00| 781.04000 5467.28 Solid Temporary Traffic Stripe | | | 1360 701C006 3.000 MILE| 7500.00000 22500.00| 7480.00000 22440.00| 8170.81000 24512.43 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1370 701D007 1.000 MILE| 8500.00000 8500.00| 8580.00000 8580.00| 9372.41000 9372.41 Solid Traffic Stripe Removed (Paint) | | | 1380 701D008 3.000 MILE| 1800.00000 5400.00| 1870.00000 5610.00| 2042.71000 6128.13 Solid Traffic Stripe Removed (Plastic) | | | 1390 701D009 3.000 MILE| 8500.00000 25500.00| 1100.00000 3300.00| 1201.60000 3604.80 Solid Traffic Stripe Removed (Tape) | | | 1400 701D015 1.000 MILE| 1600.00000 1600.00| 1650.00000 1650.00| 1802.38000 1802.38 Broken Traffic Stripe Removed (Plastic) | | | 1410 703A002 1640.000 SQFT| 2.20000 3608.00| 2.20000 3608.00| 2.40000 3936.00 Traffic Control Markings, Class 2, Type | | | A | | | 1420 703B002 195.000 SQFT| 3.50000 682.50| 3.58000 698.10| 3.90000 760.50 Traffic Control Legends, Class 2, Type | | | 1430 703C001 212.000 SQFT| 3.30000 699.60| 3.30000 699.60| 3.61000 765.32 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1440 703D001 367.000 SQFT| 1.70000 623.90| 1.65000 605.55| 1.81000 664.27 Temporary Traffic Control Markings | | | 1450 705A023 21.000 EACH| 6.50000 136.50| 6.60000 138.60| 7.21000 151.41 Pavement Markers, Class C, Type 2-D | | | 1460 705A032 117.000 EACH| 6.50000 760.50| 6.60000 772.20| 7.21000 843.57 Pavement Markers, Class A-H, Type 1-B | | | 1470 705A037 89.000 EACH| 6.50000 578.50| 6.60000 587.40| 7.21000 641.69 Pavement Markers, Class A-H, Type 2-D | | | 1480 705A038 59.000 EACH| 6.50000 383.50| 6.60000 389.40| 7.21000 425.39 Pavement Markers, Class A-H, Type 2-E | | | 1490 707G001 4.000 EACH| 50.00000 200.00| 27.50000 110.00| 30.05000 120.20 Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -11 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02045 |( 2 ) 12003 |( 3 ) 13099 |BOH BROS. CONSTRUCTION CO., |L & A CONTRACTING COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1500 726A000 1020.000 LF | 24.00000 24480.00| 23.10000 23562.00| 27.38000 27927.60 Portable Concrete Safety Barriers, Type | | | 6 | | | 1510 726A001 20.000 LF | 60.00000 1200.00| 55.00000 1100.00| 65.21000 1304.20 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1520 726D020 2.000 EACH| 7500.00000 15000.00| 7150.00000 14300.00| 8477.33000 16954.66 Portable Impact Attenuator Assembly( | | | Unidirectional, TL-2) | | | 1530 740B000 472.000 SQFT| 10.00000 4720.00| 11.55000 5451.60| 9.62000 4540.64 Construction Signs | | | 1540 740D000 82.000 EACH| 60.00000 4920.00| 96.25000 7892.50| 66.08000 5418.56 Channelizing Drums | | | 1550 740E000 100.000 EACH| 11.00000 1100.00| 11.55000 1155.00| 12.02000 1202.00 Cones (36 Inches High) | | | 1560 740F002 20.000 EACH| 200.00000 4000.00| 495.00000 9900.00| 500.00000 10000.00 Barricades, Type III | | | 1570 740I005 10.000 EACH| 1200.00000 12000.00| 418.00000 4180.00| 720.95000 7209.50 Warning Lights, Type B (Detachable Head | | | 1580 740L005 56.000 EACH| 80.00000 4480.00| 105.60000 5913.60| 138.19000 7738.64 Vertical Panel, Type I (Double-Sided) | | | 1590 740M001 100.000 EACH| 8.00000 800.00| 7.43000 743.00| 18.03000 1803.00 Ballast For Cone | | | 1600 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,233,889.30| $ 10,390,892.62| $ 10,807,616.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,233,889.30| $ 10,390,892.62| $ 10,807,616.81 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -12 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 04008 |( 6 ) 02081 |MURPHREE BRIDGE CORPORATION |R. R. DAWSON BRIDGE COMPANY |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| 50000.00000 50000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 25 ACRES) | | | 0020 206A000 LUMP| 450000.00000 450000.00| 750000.00000 750000.00| 630000.00000 630000.00 Removal Of Old Bridge, Station 136+96.7 | | | 0030 206D000 306.000 LF | 12.00000 3672.00| 21.66000 6627.96| 5.00000 1530.00 Removing Pipe | | | 0040 206D001 608.000 LF | 0.50000 304.00| 3.30000 2006.40| 2.00000 1216.00 Removing Guardrail | | | 0050 210A000 5108.000 CUYD| 3.65000 18644.20| 6.28000 32078.24| 10.00000 51080.00 Unclassified Excavation | | | 0060 210C000 8837.000 CUYD| 6.85000 60533.45| 5.43000 47984.91| 5.00000 44185.00 Muck Excavation | | | 0070 210D012 122487.000 CUYD| 5.45000 667554.15| 4.66000 570789.42| 3.49000 427479.63 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0080 210E000 13255.000 CUYD| 6.25000 82843.75| 4.55000 60310.25| 4.68000 62033.40 Borrow Excavation (Underwater Backfill) | | | 0090 214A000 1062.000 CUYD| 6.00000 6372.00| 6.77000 7189.74| 6.00000 6372.00 Structure Excavation | | | 0100 214B001 377.000 CUYD| 32.00000 12064.00| 55.32000 20855.64| 40.00000 15080.00 Foundation Backfill, Commercial | | | 0110 215A000 1335.000 CUYD| 12.50000 16687.50| 16.50000 22027.50| 20.27000 27060.45 Unclassified Bridge Excavation | | | 0120 215B000 LUMP| 15000.00000 15000.00| 140000.00000 140000.00| 682703.21000 682703.21 Cofferdams Or Sheeting And Shoring, STA | | | 132+02 | | | 0130 230A000 53.000 RBST| 225.00000 11925.00| 175.00000 9275.00| 500.01000 26500.53 Roadbed Processing | | | 0140 260A001 34.000 CUYD| 200.00000 6800.00| 134.00000 4556.00| 150.00000 5100.00 Cement Mortar Flowable Backfill, Mix 2 | | | 0150 301A012 13000.000 SQYD| 6.65000 86450.00| 8.38000 108940.00| 12.00000 156000.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 17000.000 SQYD| 0.50000 8500.00| 0.55000 9350.00| 0.50000 8500.00 Bituminous Treatment A | | | 0170 405A000 1400.000 GAL | 1.00000 1400.00| 1.10000 1540.00| 1.00000 1400.00 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -13 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 04008 |( 6 ) 02081 |MURPHREE BRIDGE CORPORATION |R. R. DAWSON BRIDGE COMPANY |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A360 1500.000 TON | 42.50000 63750.00| 46.75000 70125.00| 42.50000 63750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424B651 2400.000 TON | 38.50000 92400.00| 42.35000 101640.00| 38.50000 92400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 424B655 100.000 TON | 100.00000 10000.00| 82.50000 8250.00| 76.00000 7600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B659 900.000 TON | 40.00000 36000.00| 44.00000 39600.00| 40.00000 36000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B681 1500.000 TON | 37.50000 56250.00| 41.25000 61875.00| 37.50000 56250.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424C361 2829.000 TON | 35.75000 101136.75| 39.33000 111264.57| 35.75000 101136.75 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 430B040 250.000 TON | 45.00000 11250.00| 30.02000 7505.00| 28.00000 7000.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0250 502A000 498200.000 LB | 0.75000 373650.00| 0.75000 373650.00| 0.84000 418488.00 Steel Reinforcement | | | 0260 502B000 LUMP| 508000.00000 508000.00| 530000.00000 530000.00| 589487.24000 589487.24 Steel Reinforcement For Bridge | | | Superstructure, STA. 132+02, APPROX. | | | 677450 LBS. | | | 0270 503A000 350.000 CUYD| 120.00000 42000.00| 150.00000 52500.00| 253.84000 88844.00 Seal Concrete | | | 0280 503B011 LUMP| 30000.00000 30000.00| 34298.00000 34298.00| 33148.24000 33148.24 Cofferdam And Pumping, Pier No.Or Bent | | | No. 5 | | | 0290 503B012 LUMP| 30000.00000 30000.00| 34298.00000 34298.00| 33148.24000 33148.24 Cofferdam And Pumping, Pier No.Or Bent | | | No. 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -14 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 04008 |( 6 ) 02081 |MURPHREE BRIDGE CORPORATION |R. R. DAWSON BRIDGE COMPANY |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 503B013 LUMP| 30000.00000 30000.00| 34298.00000 34298.00| 33148.24000 33148.24 Cofferdam And Pumping, Pier No.Or Bent | | | No. 7 | | | 0310 503B014 LUMP| 30000.00000 30000.00| 34298.00000 34298.00| 33148.24000 33148.24 Cofferdam And Pumping, Pier No.Or Bent | | | No. 8 | | | 0320 503B015 LUMP| 25000.00000 25000.00| 31578.00000 31578.00| 30519.13000 30519.13 Cofferdam And Pumping, Pier No.Or Bent | | | No. 9 | | | 0330 503B016 LUMP| 25000.00000 25000.00| 31578.00000 31578.00| 30519.13000 30519.13 Cofferdam And Pumping, Pier No.Or Bent | | | No. 10 | | | 0340 503B017 LUMP| 25000.00000 25000.00| 31578.00000 31578.00| 30519.13000 30519.13 Cofferdam And Pumping, Pier No.Or Bent | | | No. 16 | | | 0350 505A015 1.000 EACH| 3850.00000 3850.00| 5200.00000 5200.00| 5295.98000 5295.98 Concrete Test Piles (14 Inches Square) | | | 0360 505A017 1.000 EACH| 6115.00000 6115.00| 7500.00000 7500.00| 8628.24000 8628.24 Concrete Test Piles (18 Inches Square) | | | 0370 505A018 1.000 EACH| 7445.00000 7445.00| 9200.00000 9200.00| 10183.03000 10183.03 Concrete Test Piles (20 Inches Square) | | | 0380 505A019 1.000 EACH| 9600.00000 9600.00| 12000.00000 12000.00| 13382.23000 13382.23 Concrete Test Piles (24 Inches Square) | | | 0390 505A020 1.000 EACH| 13240.00000 13240.00| 16000.00000 16000.00| 18601.91000 18601.91 Concrete Test Piles (30 Inches Square) | | | 0400 505B045 1.000 EACH| 6000.00000 6000.00| 5500.00000 5500.00| 5315.63000 5315.63 Static Loading Tests (14 Inches Square) | | | 0410 505B047 1.000 EACH| 9000.00000 9000.00| 8800.00000 8800.00| 8505.00000 8505.00 Static Loading Tests (18 Inches Square) | | | 0420 505B048 1.000 EACH| 9000.00000 9000.00| 8800.00000 8800.00| 8505.00000 8505.00 Static Loading Tests (20 Inches Square) | | | 0430 505B049 1.000 EACH| 9500.00000 9500.00| 9350.00000 9350.00| 9036.56000 9036.56 Static Loading Tests (24 Inches Square) | | | 0440 505B050 1.000 EACH| 11000.00000 11000.00| 11000.00000 11000.00| 10631.25000 10631.25 Static Loading Tests (30 Inches Square) | | | 0450 505B075 1.000 EACH| 3000.00000 3000.00| 2750.00000 2750.00| 2657.81000 2657.81 Dynamic Loading Tests (14 Inches Square | | | 0460 505B077 1.000 EACH| 3000.00000 3000.00| 2750.00000 2750.00| 2657.81000 2657.81 Dynamic Loading Tests (18 Inches Square | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -15 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 04008 |( 6 ) 02081 |MURPHREE BRIDGE CORPORATION |R. R. DAWSON BRIDGE COMPANY |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 505B078 1.000 EACH| 3000.00000 3000.00| 2750.00000 2750.00| 2657.81000 2657.81 Dynamic Loading Tests (20 Inches Square | | | 0480 505B079 1.000 EACH| 3000.00000 3000.00| 2750.00000 2750.00| 2657.81000 2657.81 Dynamic Loading Tests (24 Inches Square | | | 0490 505B080 1.000 EACH| 3000.00000 3000.00| 2750.00000 2750.00| 2657.81000 2657.81 Dynamic Loading Tests (30 Inches Square | | | 0500 505N000 2345.000 LF | 41.20000 96614.00| 26.00000 60970.00| 44.30000 103883.50 Concrete Piling Furnished(14 Inches | | | Square) | | | 0510 505N002 7855.000 LF | 56.66000 445064.30| 31.00000 243505.00| 63.31000 497300.05 Concrete Piling Furnished(18 Inches | | | Square) | | | 0520 505N003 2700.000 LF | 77.75000 209925.00| 40.00000 108000.00| 89.45000 241515.00 Concrete PilingI Furnished(20 Inches | | | Square) | | | 0530 505N004 1650.000 LF | 99.40000 164010.00| 55.00000 90750.00| 108.66000 179289.00 Concrete Piling Furnished(24 Inches | | | Square) | | | 0540 505N005 3850.000 LF | 123.90000 477015.00| 72.00000 277200.00| 137.18000 528143.00 Concrete Piling Furnished(30 Inches | | | Square) | | | 0550 505O000 2345.000 LF | 1.00000 2345.00| 16.50000 38692.50| 1.00000 2345.00 Concrete Piling Driven(14 Inches | | | Square) | | | 0560 505O002 7855.000 LF | 1.00000 7855.00| 18.65000 146495.75| 1.00000 7855.00 Concrete Piling Driven(18 Inches Square | | | 0570 505O003 2700.000 LF | 1.00000 2700.00| 32.85000 88695.00| 1.00000 2700.00 Concrete Piling Driven(20 Inches Square | | | 0580 505O004 1650.000 LF | 1.00000 1650.00| 34.65000 57172.50| 1.00000 1650.00 Concrete Piling Driven(24 Inches Square | | | 0590 505O005 3850.000 LF | 1.00000 3850.00| 39.05000 150342.50| 1.00000 3850.00 Concrete Piling Driven(30 Inches Square | | | 0600 508A000 33550.000 LB | 2.70000 90585.00| 3.00000 100650.00| 3.85000 129167.50 Structural Steel | | | 0610 510A000 3152.000 CUYD| 500.00000 1576000.00| 375.00000 1182000.00| 330.00000 1040160.00 Bridge Substructure Concrete, Class A | | | 0620 510C051 LUMP| 1465000.00000 1465000.00| 1577000.00000 1577000.00| 1619851.67000 1619851.67 Bridge Concrete Superstructure, STA. | | | 132+02, APPROX. 2930 CU. YDS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -16 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 04008 |( 6 ) 02081 |MURPHREE BRIDGE CORPORATION |R. R. DAWSON BRIDGE COMPANY |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 510E000 7547.000 SQYD| 1.78000 13433.66| 2.50000 18867.50| 1.67000 12603.49 Grooving Concrete Bridge Decks | | | 0640 511A004 266.000 EACH| 500.00000 133000.00| 425.00000 113050.00| 580.80000 154492.80 Elastomeric Bearings, Type 4 | | | 0650 513B004 1378.000 LF | 60.00000 82680.00| 65.00000 89570.00| 78.61000 108324.58 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0660 513B015 10434.000 LF | 110.00000 1147740.00| 100.00000 1043400.00| 111.39000 1162243.26 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0670 519A000 LUMP| 77121.00000 77121.00| 100000.00000 100000.00| 121598.77000 121598.77 Navigation Lighting System | | | 0680 530A001 54.000 LF | 24.00000 1296.00| 27.00000 1458.00| 20.00000 1080.00 18" Roadway Pipe (Class 3 R.C.) | | | 0690 530A002 146.000 LF | 29.00000 4234.00| 32.00000 4672.00| 30.00000 4380.00 24" Roadway Pipe (Class 3 R.C.) | | | 0700 530A003 442.000 LF | 34.00000 15028.00| 41.00000 18122.00| 40.00000 17680.00 30" Roadway Pipe (Class 3 R.C.) | | | 0710 530A006 66.000 LF | 67.00000 4422.00| 88.00000 5808.00| 80.00000 5280.00 48" Roadway Pipe (Class 3 R.C.) | | | 0720 530A602 279.000 LF | 25.00000 6975.00| 35.00000 9765.00| 25.00000 6975.00 24" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0730 530B008 70.000 LF | 115.00000 8050.00| 127.00000 8890.00| 150.00000 10500.00 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0740 535A002 20.000 LF | 27.00000 540.00| 33.00000 660.00| 27.00000 540.00 24" Side Drain Pipe | | | 0750 600A000 LUMP| 961369.23000 961369.23| 1340000.00000 1340000.00| 1440000.00000 1440000.00 Mobilization | | | 0760 602A000 12.000 EACH| 85.00000 1020.00| 65.00000 780.00| 150.00000 1800.00 Right Of Way Markers | | | 0770 606A012 2000.000 LF | 7.00000 14000.00| 9.10000 18200.00| 10.00000 20000.00 6" Underdrain Pipe, Type 8 | | | 0780 610C001 1296.000 TON | 34.00000 44064.00| 32.16000 41679.36| 32.56000 42197.76 Loose Riprap, Class 2 | | | 0790 610D003 842.000 SQYD| 2.10000 1768.20| 2.12000 1785.04| 3.00000 2526.00 Filter Blanket, Geotextile | | | 0800 614A000 7.000 CUYD| 225.00000 1575.00| 270.00000 1890.00| 400.01000 2800.07 Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -17 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 04008 |( 6 ) 02081 |MURPHREE BRIDGE CORPORATION |R. R. DAWSON BRIDGE COMPANY |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 619A002 2.000 EACH| 425.00000 850.00| 532.00000 1064.00| 400.01000 800.02 18" Roadway Pipe End Treatment, Class 1 | | | 0820 619A003 2.000 EACH| 525.00000 1050.00| 538.00000 1076.00| 700.01000 1400.02 24" Roadway Pipe End Treatment, Class 1 | | | 0830 619A004 2.000 EACH| 725.00000 1450.00| 555.00000 1110.00| 800.02000 1600.04 30" Roadway Pipe End Treatment, Class 1 | | | 0840 619A007 2.000 EACH| 925.00000 1850.00| 1075.00000 2150.00| 1000.02000 2000.04 48" Roadway Pipe End Treatment, Class 1 | | | 0850 619A101 2.000 EACH| 375.00000 750.00| 526.00000 1052.00| 750.02000 1500.04 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0860 619A102 4.000 EACH| 425.00000 1700.00| 505.00000 2020.00| 1000.02000 4000.08 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0870 619B023 1.000 EACH| 1125.00000 1125.00| 1555.00000 1555.00| 1500.03000 1500.03 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0890 621A000 4.000 EACH| 3200.00000 12800.00| 2301.00000 9204.00| 2500.05000 10000.20 Junction Boxes, Type 1, 1P Or 5 | | | 0900 629C001 2.000 EACH| 2800.00000 5600.00| 705.00000 1410.00| 998.20000 1996.40 Concrete Median Or Safety Barrier End | | | Section, (Type TES Modified) | | | 0910 630A001 800.000 LF | 14.50000 11600.00| 17.44000 13952.00| 15.85000 12680.00 Steel Beam Guardrail, Class A, Type 2 | | | 0920 630C003 3.000 EACH| 1000.00000 3000.00| 1320.00000 3960.00| 1200.02000 3600.06 Guardrail End Anchor, Type 13 | | | 0930 630C041 2.000 EACH| 4900.00000 9800.00| 4400.00000 8800.00| 4000.08000 8000.16 Guardrail End Anchor, Type 22 | | | 0940 630C050 5.000 EACH| 1500.00000 7500.00| 1980.00000 9900.00| 1800.04000 9000.20 Guardrail End Anchor, Type 20 Series | | | 0950 631E011 4.000 EACH| 800.00000 3200.00| 1100.00000 4400.00| 1000.02000 4000.08 Guardrail End Anchor, Type 20 Series, | | | Reset | | | 0960 634A000 1700.000 LF | 51.67000 87839.00| 13.20000 22440.00| 12.00000 20400.00 Industrial Fence, 4 Feet High | | | 0970 634A002 1700.000 LF | 56.90000 96730.00| 16.50000 28050.00| 15.00000 25500.00 Industrial Fence, 6 Feet High | | | 0980 641A514 130.000 LF | 10.00000 1300.00| 17.00000 2210.00| 15.75000 2047.50 1 Inch Copper Water Service Line Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -18 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 04008 |( 6 ) 02081 |MURPHREE BRIDGE CORPORATION |R. R. DAWSON BRIDGE COMPANY |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 641A518 5.000 LF | 37.00000 185.00| 28.00000 140.00| 26.25000 131.25 2 Inch Copper Water Service Line Laid | | | 1000 641A612 20.000 LF | 40.00000 800.00| 72.00000 1440.00| 68.25000 1365.00 6 Inch Ductile Iron Water Main Laid | | | 1010 641A740 2370.000 LF | 6.10000 14457.00| 9.00000 21330.00| 8.40000 19908.00 2 Inch P.V.C. Water Main Laid | | | 1020 641E500 1.000 EACH| 1850.00000 1850.00| 1100.00000 1100.00| 1050.00000 1050.00 Fire Hydrant Reset | | | 1030 641J510 3.000 EACH| 455.00000 1365.00| 385.00000 1155.00| 367.50000 1102.50 2 Inch Gate Valve with Box | | | 1040 641P520 1.000 EACH| 1250.00000 1250.00| 825.00000 825.00| 787.50000 787.50 1 Inch Service Tap | | | 1050 641P530 1.000 EACH| 1750.00000 1750.00| 1100.00000 1100.00| 1050.00000 1050.00 2 Inch Service Tap | | | 1060 645A648 1750.000 LF | 10.40000 18200.00| 9.35000 16362.50| 8.93000 15627.50 3 Inch P.V.C. Sanitary Sewer Force Main | | | Pipe Laid | | | 1070 649A620 40.000 LF | 200.00000 8000.00| 248.00000 9920.00| 236.25000 9450.00 6 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1080 650A000 6991.000 CUYD| 6.25000 43693.75| 6.57000 45930.87| 7.00000 48937.00 Topsoil | | | 1090 652A061 13.000 ACRE| 485.00000 6305.00| 534.00000 6942.00| 1169.12000 15198.56 Seeding (Mix 3E) | | | 1100 652C000 13.000 ACRE| 100.00000 1300.00| 110.00000 1430.00| 399.28000 5190.64 Mowing | | | 1110 654A000 1700.000 SQYD| 4.00000 6800.00| 4.40000 7480.00| 5.22000 8874.00 Solid Sodding | | | 1120 656A000 13.000 ACRE| 455.00000 5915.00| 501.00000 6513.00| 938.31000 12198.03 Mulching, Class A, Type 1 | | | 1130 659A000 400.000 SQYD| 1.85000 740.00| 2.04000 816.00| 4.03000 1612.00 Erosion Control Netting, Class A | | | 1140 665A000 5.000 ACRE| 300.00000 1500.00| 330.00000 1650.00| 1237.94000 6189.70 Temporary Seeding | | | 1150 665B000 5.000 ACRE| 300.00000 1500.00| 330.00000 1650.00| 776.85000 3884.25 Temporary Mulching | | | 1160 665C000 100.000 LF | 18.00000 1800.00| 23.00000 2300.00| 15.00000 1500.00 15" Temporary Pipe | | | 1170 665E000 1000.000 SQYD| 1.00000 1000.00| 1.71000 1710.00| 2.00000 2000.00 Polyethylene | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -19 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 04008 |( 6 ) 02081 |MURPHREE BRIDGE CORPORATION |R. R. DAWSON BRIDGE COMPANY |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 665F000 1000.000 EACH| 5.00000 5000.00| 6.14000 6140.00| 10.00000 10000.00 Hay Bales | | | 1190 665G000 1000.000 EACH| 4.00000 4000.00| 3.54000 3540.00| 5.00000 5000.00 Sand Bags | | | 1200 665I000 200.000 TON | 34.00000 6800.00| 31.00000 6200.00| 35.00000 7000.00 Temporary Riprap, Class 2 | | | 1210 665J000 11700.000 LF | 4.10000 47970.00| 3.28000 38376.00| 6.00000 70200.00 Silt Fence, Type A | | | 1220 665K000 600.000 CUYD| 6.00000 3600.00| 3.67000 2202.00| 10.00000 6000.00 Drainage Sump Excavation | | | 1230 665L000 1250.000 LF | 12.00000 15000.00| 15.00000 18750.00| 20.37000 25462.50 Floating Basin Boom | | | 1240 666A001 13.000 ACRE| 15.00000 195.00| 30.00000 390.00| 206.29000 2681.77 Pest Control Treatment | | | 1243 672B000 50.000 LB | 10.00000 500.00| 12.24000 612.00| 8.08000 404.00 Flocculant Powder | | | 1244 672C000 100.000 EACH| 125.00000 12500.00| 125.00000 12500.00| 46.89000 4689.00 Flocculant Log | | | 1250 680A000 LUMP| 88500.00000 88500.00| 200000.00000 200000.00| 338880.93000 338880.93 Engineering Controls | | | 1260 701A004 1.000 MILE| 500.00000 500.00| 550.00000 550.00| 500.01000 500.01 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1270 701A012 1.000 MILE| 500.00000 500.00| 550.00000 550.00| 500.01000 500.01 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1280 701A028 4.000 MILE| 1460.00000 5840.00| 1606.00000 6424.00| 1460.03000 5840.12 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1290 701A046 1.000 MILE| 950.00000 950.00| 1045.00000 1045.00| 950.02000 950.02 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1300 701A048 4.000 MILE| 1580.00000 6320.00| 1738.00000 6952.00| 1580.03000 6320.12 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1310 701A065 1.000 MILE| 16775.00000 16775.00| 18453.00000 18453.00| 16775.34000 16775.34 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1320 701A073 1.000 MILE| 16775.00000 16775.00| 18453.00000 18453.00| 16775.34000 16775.34 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -20 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 04008 |( 6 ) 02081 |MURPHREE BRIDGE CORPORATION |R. R. DAWSON BRIDGE COMPANY |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 701B009 1120.000 LF | 0.80000 896.00| 0.88000 985.60| 0.80000 896.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1340 701C000 1.000 MILE| 500.00000 500.00| 550.00000 550.00| 500.01000 500.01 Broken Temporary Traffic Stripe | | | 1350 701C001 7.000 MILE| 650.00000 4550.00| 715.00000 5005.00| 650.01000 4550.07 Solid Temporary Traffic Stripe | | | 1360 701C006 3.000 MILE| 6800.00000 20400.00| 7480.00000 22440.00| 6800.14000 20400.42 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1370 701D007 1.000 MILE| 7800.00000 7800.00| 8580.00000 8580.00| 7800.16000 7800.16 Solid Traffic Stripe Removed (Paint) | | | 1380 701D008 3.000 MILE| 1700.00000 5100.00| 1870.00000 5610.00| 1700.03000 5100.09 Solid Traffic Stripe Removed (Plastic) | | | 1390 701D009 3.000 MILE| 1000.00000 3000.00| 1100.00000 3300.00| 1000.02000 3000.06 Solid Traffic Stripe Removed (Tape) | | | 1400 701D015 1.000 MILE| 1500.00000 1500.00| 1650.00000 1650.00| 1500.03000 1500.03 Broken Traffic Stripe Removed (Plastic) | | | 1410 703A002 1640.000 SQFT| 2.00000 3280.00| 2.20000 3608.00| 2.00000 3280.00 Traffic Control Markings, Class 2, Type | | | A | | | 1420 703B002 195.000 SQFT| 3.25000 633.75| 3.58000 698.10| 3.25000 633.75 Traffic Control Legends, Class 2, Type | | | 1430 703C001 212.000 SQFT| 3.00000 636.00| 3.30000 699.60| 3.00000 636.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1440 703D001 367.000 SQFT| 1.50000 550.50| 1.65000 605.55| 1.50000 550.50 Temporary Traffic Control Markings | | | 1450 705A023 21.000 EACH| 6.00000 126.00| 6.60000 138.60| 6.00000 126.00 Pavement Markers, Class C, Type 2-D | | | 1460 705A032 117.000 EACH| 6.00000 702.00| 6.60000 772.20| 6.00000 702.00 Pavement Markers, Class A-H, Type 1-B | | | 1470 705A037 89.000 EACH| 6.00000 534.00| 6.60000 587.40| 6.00000 534.00 Pavement Markers, Class A-H, Type 2-D | | | 1480 705A038 59.000 EACH| 6.00000 354.00| 6.60000 389.40| 6.00000 354.00 Pavement Markers, Class A-H, Type 2-E | | | 1490 707G001 4.000 EACH| 25.00000 100.00| 10.00000 40.00| 15.97000 63.88 Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 015 -21 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040402015 COUNTIES : BALDWIN LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 04008 |( 6 ) 02081 |MURPHREE BRIDGE CORPORATION |R. R. DAWSON BRIDGE COMPANY |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1500 726A000 1020.000 LF | 21.00000 21420.00| 23.10000 23562.00| 21.00000 21420.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1510 726A001 20.000 LF | 50.00000 1000.00| 55.00000 1100.00| 50.00000 1000.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1520 726D020 2.000 EACH| 6500.00000 13000.00| 7150.00000 14300.00| 6500.13000 13000.26 Portable Impact Attenuator Assembly( | | | Unidirectional, TL-2) | | | 1530 740B000 472.000 SQFT| 8.00000 3776.00| 8.80000 4153.60| 10.50000 4956.00 Construction Signs | | | 1540 740D000 82.000 EACH| 55.00000 4510.00| 61.00000 5002.00| 87.50000 7175.00 Channelizing Drums | | | 1550 740E000 100.000 EACH| 9.25000 925.00| 20.00000 2000.00| 21.00000 2100.00 Cones (36 Inches High) | | | 1560 740F002 20.000 EACH| 175.00000 3500.00| 193.00000 3860.00| 450.01000 9000.20 Barricades, Type III | | | 1570 740I005 10.000 EACH| 600.00000 6000.00| 660.00000 6600.00| 380.01000 3800.10 Warning Lights, Type B (Detachable Head | | | 1580 740L005 56.000 EACH| 115.00000 6440.00| 127.00000 7112.00| 96.00000 5376.00 Vertical Panel, Type I (Double-Sided) | | | 1590 740M001 100.000 EACH| 6.00000 600.00| 7.00000 700.00| 13.50000 1350.00 Ballast For Cone | | | 1600 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,862,579.19| $ 11,216,970.20| $ 12,372,916.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,862,579.19| $ 11,216,970.20| $ 12,372,916.38 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20040402016 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-0053(510) for constructing the Bridge Replacement and Approaches on S.R.#53 (U.S.#231) at Beaver Creek south of Ashville. Length 0.359 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,821,135.57 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 1,939,390.16 106.4935% 3 13036 THE MORRIS GROUP, INC. $ 1,990,417.70 109.2954% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040402016 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23025 |( 3 ) 13036 |ALABAMA BRIDGE BUILDERS, IN |WRIGHT BROTHERS CONSTRUCTIO |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 201A001 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 7500.00000 7500.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206A000 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| 35000.00000 35000.00 Removal Of Old Bridge, Station 33+23.26 | | | 0030 210A000 20391.000 CUYD| 2.50000 50977.50| 2.40000 48938.40| 3.15000 64231.65 Unclassified Excavation | | | 0040 210D000 21089.000 CUYD| 7.25000 152895.25| 4.77000 100594.53| 4.70000 99118.30 Borrow Excavation | | | 0050 214A000 50.000 CUYD| 6.00000 300.00| 20.00000 1000.00| 15.00000 750.00 Structure Excavation | | | 0060 214B001 198.000 CUYD| 22.00000 4356.00| 35.00000 6930.00| 25.00000 4950.00 Foundation Backfill, Commercial | | | 0070 215A000 435.000 CUYD| 30.00000 13050.00| 25.00000 10875.00| 55.00000 23925.00 Unclassified Bridge Excavation | | | 0080 215B000 LUMP| 25000.00000 25000.00| 40000.00000 40000.00| 85000.00000 85000.00 Cofferdams Or Sheeting And Shoring, | | | Station 32+60 | | | 0090 230A000 7.000 RBST| 500.00000 3500.00| 682.50000 4777.50| 500.00000 3500.00 Roadbed Processing | | | 0100 235A000 LUMP| 135000.00000 135000.00| 140000.00000 140000.00| 85000.00000 85000.00 Detour Bridge At Station 33+81 | | | 0110 301A012 7347.000 SQYD| 7.50000 55102.50| 7.35000 54000.45| 5.25000 38571.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 7267.000 SQYD| 0.63000 4578.21| 0.80000 5813.60| 0.50000 3633.50 Bituminous Treatment A | | | 0130 401B108 2044.000 SQYD| 5.20000 10628.80| 3.15000 6438.60| 2.05000 4190.20 Bituminous Treatment G (With Polymer | | | Additive) | | | 0140 405A000 551.000 GAL | 1.25000 688.75| 2.12000 1168.12| 1.00000 551.00 Tack Coat | | | 0150 408A053 3213.000 SQYD| 2.99000 9606.87| 3.18000 10217.34| 2.85000 9157.05 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0160 424A361 797.000 TON | 53.78000 42862.66| 48.76000 38861.72| 54.00000 43038.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040402016 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23025 |( 3 ) 13036 |ALABAMA BRIDGE BUILDERS, IN |WRIGHT BROTHERS CONSTRUCTIO |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B651 1329.000 TON | 40.89000 54342.81| 39.22000 52123.38| 50.00000 66450.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 424B659 213.000 TON | 46.26000 9853.38| 41.34000 8805.42| 56.00000 11928.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B681 718.000 TON | 39.17000 28124.06| 38.16000 27398.88| 50.00000 35900.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0200 424B689 519.000 TON | 50.19000 26048.61| 41.34000 21455.46| 56.00000 29064.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424C360 306.000 TON | 52.60000 16095.60| 41.34000 12650.04| 50.00000 15300.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0220 450B000 108.000 SQYD| 65.00000 7020.00| 90.00000 9720.00| 70.00000 7560.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0230 502A000 80126.000 LB | 0.50000 40063.00| 0.57000 45671.82| 0.75000 60094.50 Steel Reinforcement | | | 0240 502B000 LUMP| 55000.00000 55000.00| 64000.00000 64000.00| 85000.00000 85000.00 Steel Reinforcement For Bridge | | | Superstructure, (APPROX. 109,800 | | | LBS)(STA 32+60) | | | 0250 503A000 100.000 CUYD| 130.00000 13000.00| 120.00000 12000.00| 70.00000 7000.00 Seal Concrete | | | 0260 505H000 82.000 LF | 200.00000 16400.00| 125.00000 10250.00| 95.00000 7790.00 Pilot Holes | | | 0270 505M002 608.000 LF | 24.00000 14592.00| 45.00000 27360.00| 40.00000 24320.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0280 508A000 11095.000 LB | 2.50000 27737.50| 3.00000 33285.00| 2.00000 22190.00 Structural Steel | | | 0290 510A000 405.000 CUYD| 275.00000 111375.00| 465.00000 188325.00| 430.00000 174150.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040402016 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23025 |( 3 ) 13036 |ALABAMA BRIDGE BUILDERS, IN |WRIGHT BROTHERS CONSTRUCTIO |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 510C000 LUMP| 182975.00000 182975.00| 267500.00000 267500.00| 228500.00000 228500.00 Reinforced Bridge Concrete | | | Superstructure (STA 32+60, APPROX. 434 | | | CU.YD.) | | | 0310 510E000 1423.000 SQYD| 2.00000 2846.00| 3.00000 4269.00| 2.50000 3557.50 Grooving Concrete Bridge Decks | | | 0320 511A052 48.000 EACH| 200.00000 9600.00| 250.00000 12000.00| 120.00000 5760.00 Elastomeric Bearing Type 2(Mark B3) | | | 0330 513B005 1882.000 LF | 110.00000 207020.00| 92.50000 174085.00| 105.00000 197610.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0340 524B011 59.000 CUYD| 600.00000 35400.00| 650.00000 38350.00| 500.00000 29500.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0350 530A495 307.000 LF | 21.50000 6600.50| 40.00000 12280.00| 35.00000 10745.00 24" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0360 535A002 56.000 LF | 21.50000 1204.00| 40.00000 2240.00| 35.00000 1960.00 24" Side Drain Pipe | | | 0370 600A000 LUMP| 147972.12000 147972.12| 140000.00000 140000.00| 236000.00000 236000.00 Mobilization | | | 0380 610C001 2477.000 TON | 19.00000 47063.00| 24.00000 59448.00| 25.00000 61925.00 Loose Riprap, Class 2 | | | 0390 610D003 1672.000 SQYD| 2.00000 3344.00| 2.00000 3344.00| 3.00000 5016.00 Filter Blanket, Geotextile | | | 0400 619A102 2.000 EACH| 450.00000 900.00| 650.00000 1300.00| 1000.00000 2000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0410 630A001 700.000 LF | 14.50000 10150.00| 15.25000 10675.00| 12.00000 8400.00 Steel Beam Guardrail, Class A, Type 2 | | | 0420 630C003 4.000 EACH| 1100.00000 4400.00| 1150.00000 4600.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0430 630C050 4.000 EACH| 1410.00000 5640.00| 1480.00000 5920.00| 1450.00000 5800.00 Guardrail End Anchor, Type 20 Series | | | 0440 630C070 4.000 EACH| 1280.00000 5120.00| 1350.00000 5400.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0450 650A000 665.000 CUYD| 7.00000 4655.00| 8.25000 5486.25| 5.30000 3524.50 Topsoil | | | 0460 654A000 11.000 SQYD| 5.00000 55.00| 12.00000 132.00| 5.30000 58.30 Solid Sodding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040402016 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23025 |( 3 ) 13036 |ALABAMA BRIDGE BUILDERS, IN |WRIGHT BROTHERS CONSTRUCTIO |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 656A000 1.000 ACRE| 600.00000 600.00| 800.00000 800.00| 477.00000 477.00 Mulching, Class A, Type 1 | | | 0480 658A001 3.000 ACRE| 1200.00000 3600.00| 1275.00000 3825.00| 954.00000 2862.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0490 659A000 11315.000 SQYD| 1.65000 18669.75| 1.75000 19801.25| 1.15000 13012.25 Erosion Control Netting, Class A | | | 0500 659A001 1648.000 SQYD| 1.65000 2719.20| 1.75000 2884.00| 1.15000 1895.20 Erosion Control Netting, Class B | | | 0510 665A000 1.000 ACRE| 400.00000 400.00| 500.00000 500.00| 424.00000 424.00 Temporary Seeding | | | 0520 665B000 1.000 ACRE| 400.00000 400.00| 500.00000 500.00| 424.00000 424.00 Temporary Mulching | | | 0530 665F000 70.000 EACH| 5.00000 350.00| 10.00000 700.00| 5.30000 371.00 Hay Bales | | | 0540 665I000 441.000 TON | 11.50000 5071.50| 35.00000 15435.00| 35.00000 15435.00 Temporary Riprap, Class 2 | | | 0550 665J000 3655.000 LF | 3.00000 10965.00| 4.50000 16447.50| 4.00000 14620.00 Silt Fence, Type A | | | 0560 665L000 805.000 LF | 15.00000 12075.00| 25.00000 20125.00| 10.00000 8050.00 Floating Basin Boom | | | 0570 672A000 6.000 GAL | 100.00000 600.00| 500.00000 3000.00| 100.00000 600.00 Flocculant Liquid | | | 0580 680A000 LUMP| 47500.00000 47500.00| 33500.00000 33500.00| 28000.00000 28000.00 Engineering Controls | | | 0590 701A028 2.000 MILE| 2000.00000 4000.00| 1165.00000 2330.00| 2000.00000 4000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0600 701A046 1.000 MILE| 1000.00000 1000.00| 795.00000 795.00| 1000.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0610 701A048 2.000 MILE| 2500.00000 5000.00| 1485.00000 2970.00| 2500.00000 5000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0620 701C002 1.000 MILE| 750.00000 750.00| 318.00000 318.00| 750.00000 750.00 Broken Temporary Traffic Stripe (Paint) | | | 0630 701C003 4.000 MILE| 750.00000 3000.00| 371.00000 1484.00| 750.00000 3000.00 Solid Temporary Traffic Stripe (Paint) | | | 0640 701G125 640.000 LF | 5.00000 3200.00| 4.03000 2579.20| 5.00000 3200.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 016 -6 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040402016 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23025 |( 3 ) 13036 |ALABAMA BRIDGE BUILDERS, IN |WRIGHT BROTHERS CONSTRUCTIO |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 701G133 640.000 LF | 5.00000 3200.00| 4.03000 2579.20| 5.00000 3200.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0660 705A023 50.000 EACH| 5.50000 275.00| 4.75000 237.50| 5.50000 275.00 Pavement Markers, Class C, Type 2-D | | | 0670 705A031 96.000 EACH| 5.50000 528.00| 4.75000 456.00| 5.50000 528.00 Pavement Markers, Class A-H, Type 1-A | | | 0680 705A037 48.000 EACH| 5.50000 264.00| 4.75000 228.00| 5.50000 264.00 Pavement Markers, Class A-H, Type 2-D | | | 0690 740B000 398.000 SQFT| 10.00000 3980.00| 8.00000 3184.00| 7.00000 2786.00 Construction Signs | | | 0700 740D000 100.000 EACH| 80.00000 8000.00| 61.00000 6100.00| 55.00000 5500.00 Channelizing Drums | | | 0710 740E000 100.000 EACH| 15.00000 1500.00| 12.00000 1200.00| 18.00000 1800.00 Cones (36 Inches High) | | | 0720 740F002 8.000 EACH| 215.00000 1720.00| 167.00000 1336.00| 150.00000 1200.00 Barricades, Type III | | | 0730 740I005 2.000 EACH| 425.00000 850.00| 333.00000 666.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | 0740 740L006 85.000 EACH| 95.00000 8075.00| 72.00000 6120.00| 65.00000 5525.00 Vertical Panel Type II, Double-Sided | | | 0750 740M001 100.000 EACH| 7.00000 700.00| 6.00000 600.00| 8.00000 800.00 Ballast For Cone | | | SECTION TOTALS | $ 1,821,135.57| $ 1,939,390.16| $ 1,990,417.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,821,135.57| $ 1,939,390.16| $ 1,990,417.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20040402018 COUNTIES : LOWNDES LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CNO4(200) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#7 from S.R.#21 in Braggs to C.R.#16 and on C.R.#33 from C.R.#37 in Calhoun to S.R.#21. Length - 12.359 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 832,410.30 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 876,782.59 105.3306% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,008,089.98 121.1049% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040402018 COUNTIES : LOWNDES LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 206D001 391.000 LF | 3.50000 1368.50| 2.00000 782.00| 1.00000 391.00 Removing Guardrail | | | 0020 405A000 9000.000 GAL | 0.90000 8100.00| 1.80000 16200.00| 1.75000 15750.00 Tack Coat | | | 0030 408A052 490.000 SQYD| 10.00000 4900.00| 7.65000 3748.50| 9.00000 4410.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 429A220 10241.000 TON | 30.80000 315422.80| 33.75000 345633.75| 38.25000 391718.25 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A223 1500.000 TON | 52.00000 78000.00| 30.00000 45000.00| 75.00000 112500.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 429A226 7900.000 TON | 34.80000 274920.00| 33.75000 266625.00| 37.75000 298225.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429B232 700.000 TON | 35.70000 24990.00| 39.35000 27545.00| 41.50000 29050.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 600A000 LUMP| 35300.00000 35300.00| 85000.00000 85000.00| 65000.00000 65000.00 Mobilization | | | 0090 630A001 100.000 LF | 17.00000 1700.00| 16.00000 1600.00| 16.15000 1615.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630A015 400.000 LF | 24.00000 9600.00| 23.25000 9300.00| 21.20000 8480.00 Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0110 630C022 4.000 EACH| 1400.00000 5600.00| 1300.00000 5200.00| 1211.58000 4846.32 Guardrail End Anchor, Type Special | | | 0120 630C070 4.000 EACH| 1550.00000 6200.00| 1300.00000 5200.00| 1615.44000 6461.76 Guardrail End Anchor, Type 10 Series | | | 0130 701A030 25.000 MILE| 680.00000 17000.00| 680.00000 17000.00| 693.87000 17346.75 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040402018 COUNTIES : LOWNDES LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A034 17.000 MILE| 680.00000 11560.00| 680.00000 11560.00| 693.87000 11795.79 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0150 701A044 12.000 MILE| 320.00000 3840.00| 320.00000 3840.00| 326.53000 3918.36 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0160 701C000 14.000 MILE| 425.00000 5950.00| 425.00000 5950.00| 433.67000 6071.38 Broken Temporary Traffic Stripe | | | 0170 701C001 27.000 MILE| 490.00000 13230.00| 490.00000 13230.00| 499.99000 13499.73 Solid Temporary Traffic Stripe | | | 0180 703A004 380.000 SQFT| 3.00000 1140.00| 3.00000 1140.00| 3.06000 1162.80 Traffic Control Markings, Class 2T, | | | Type A | | | 0190 705A032 300.000 EACH| 5.00000 1500.00| 5.00000 1500.00| 5.10000 1530.00 Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 1100.000 EACH| 5.00000 5500.00| 5.00000 5500.00| 5.10000 5610.00 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 427.000 SQFT| 7.00000 2989.00| 7.42000 3168.34| 7.52000 3211.04 Construction Signs | | | 0220 740E000 60.000 EACH| 10.00000 600.00| 1.00000 60.00| 8.28000 496.80 Cones (36 Inches High) | | | 0230 740O000 2.000 EACH| 1500.00000 3000.00| 1000.00000 2000.00| 2500.00000 5000.00 Pilot Car | | | SECTION TOTALS | $ 832,410.30| $ 876,782.59| $ 1,008,089.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 832,410.30| $ 876,782.59| $ 1,008,089.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20040402019 COUNTIES : WALKER LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN04(212) for constructing the Resurfacing and Traffic Stripe on Tutwiler Road from S.R.#69 at The Wye to Goodsprings Road. Length 12.727 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 889,267.46 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 951,928.22 107.0463% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040402019 COUNTIES : WALKER LETTING DATE : 04/02/04 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 305B060 3700.000 TON | 19.70000 72890.00| 23.65000 87505.00| Crushed Aggregate, Section 825, FOR | | | MISCELLANEOUS USE | | | 0020 401B108 164300.000 SQYD| 0.76000 124868.00| 0.69000 113367.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 500.000 GAL | 0.92000 460.00| 1.33000 665.00| Tack Coat | | | 0040 429A221 13800.000 TON | 39.39000 543582.00| 42.45000 585810.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429C225 300.000 TON | 67.71000 20313.00| 75.00000 22500.00| Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 600A000 LUMP| 11353.80000 11353.80| 32000.00000 32000.00| Mobilization | | | 0070 701A031 26.000 MILE| 1309.78000 34054.28| 1176.00000 30576.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0080 701A035 17.000 MILE| 1461.81000 24850.77| 1312.50000 22312.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701A045 9.000 MILE| 935.56000 8420.04| 840.00000 7560.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701C000 18.000 MILE| 526.25000 9472.50| 472.50000 8505.00| Broken Temporary Traffic Stripe | | | 0110 701C001 34.000 MILE| 643.19000 21868.46| 577.50000 19635.00| Solid Temporary Traffic Stripe | | | 0120 703A002 200.000 SQFT| 5.85000 1170.00| 5.25000 1050.00| Traffic Control Markings, Class 2, Type | | | A | | | 0130 705A032 264.000 EACH| 6.14000 1620.96| 5.52000 1457.28| Pavement Markers, Class A-H, Type 1-B | | | 0140 705A037 1102.000 EACH| 6.14000 6766.28| 5.52000 6083.04| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040402019 COUNTIES : WALKER LETTING DATE : 04/02/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740B000 308.000 SQFT| 8.62000 2654.96| 7.80000 2402.40| Construction Signs | | | 0160 740O000 1.000 EACH| 4922.41000 4922.41| 10500.00000 10500.00| Pilot Car | | | SECTION TOTALS | $ 889,267.46| $ 951,928.22| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 889,267.46| $ 951,928.22| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20040402020 COUNTIES : CLEBURNE LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1500(207) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#65 from C.R.#49 near Rosewood to the Georgia state line. Length 5.820 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 865,059.86 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 874,288.60 101.0668% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040402020 COUNTIES : CLEBURNE LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 10.000 EACH| 160.36000 1603.60| 110.00000 1100.00| Mailbox Reset, Single | | | 0020 305B060 3035.000 TON | 22.30000 67680.50| 15.00000 45525.00| Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0030 401B108 68288.000 SQYD| 0.71000 48484.48| 0.70000 47801.60| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 4158.000 GAL | 2.16000 8981.28| 1.25000 5197.50| Tack Coat | | | 0050 424A340 4581.000 TON | 41.40000 189653.40| 45.00000 206145.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A347 300.000 TON | 56.01000 16803.00| 45.00000 13500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B640 850.000 TON | 71.53000 60800.50| 65.00000 55250.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424B644 9390.000 TON | 35.67000 334941.30| 29.00000 272310.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424C351 1665.000 TON | 37.34000 62171.10| 37.00000 61605.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 600A000 LUMP| 6615.00000 6615.00| 100000.00000 100000.00| Mobilization | | | 0110 701A031 12.000 MILE| 1176.00000 14112.00| 1120.00000 13440.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 11.000 MILE| 1312.50000 14437.50| 1250.00000 13750.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040402020 COUNTIES : CLEBURNE LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A045 1.000 MILE| 840.00000 840.00| 800.00000 800.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C000 3.000 MILE| 514.50000 1543.50| 490.00000 1470.00| Broken Temporary Traffic Stripe | | | 0150 701C001 33.000 MILE| 603.75000 19923.75| 575.00000 18975.00| Solid Temporary Traffic Stripe | | | 0160 703A002 162.000 SQFT| 5.25000 850.50| 5.00000 810.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 705A032 58.000 EACH| 5.78000 335.24| 5.50000 319.00| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 711.000 EACH| 5.78000 4109.58| 5.50000 3910.50| Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 340.000 SQFT| 7.88000 2679.20| 13.00000 4420.00| Construction Signs | | | 0200 740O000 1.000 EACH| 8494.43000 8494.43| 7960.00000 7960.00| Pilot Car | | | SECTION TOTALS | $ 865,059.86| $ 874,288.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 865,059.86| $ 874,288.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20040402021 COUNTIES : BLOUNT LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0500(211) for constructing the Bridge Replacement and Approaches on Wynnville Road at Whippoorwill Creek south of Snead. Length - 0.102 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 857,563.90 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 870,717.96 101.5339% 3 19037 SIMPSON BRIDGE COMPANY, INC. $ 938,295.81 109.4141% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040402021 COUNTIES : BLOUNT LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( 3 ) 19037 |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 Acres) | | | 0020 206A000 LUMP| 18000.00000 18000.00| 40000.00000 40000.00| 24000.00000 24000.00 Removal Of Old Bridge, Station 12+26.54 | | | 0030 210A000 471.000 CUYD| 20.00000 9420.00| 5.50000 2590.50| 17.00000 8007.00 Unclassified Excavation | | | 0040 210D023 3255.000 CUYD| 6.00000 19530.00| 8.00000 26040.00| 10.00000 32550.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0050 230A000 4.000 RBST| 475.00000 1900.00| 450.00000 1800.00| 500.00000 2000.00 Roadbed Processing | | | 0060 401A000 1114.000 SQYD| 2.75000 3063.50| 2.50000 2785.00| 2.75000 3063.50 Bituminous Treatment A | | | 0070 405A000 100.000 GAL | 2.65000 265.00| 2.50000 250.00| 2.75000 275.00 Tack Coat | | | 0080 429A200 75.000 TON | 60.00000 4500.00| 57.00000 4275.00| 60.00000 4500.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429B201 164.000 TON | 60.00000 9840.00| 57.00000 9348.00| 60.00000 9840.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0100 429C201 341.000 TON | 60.00000 20460.00| 57.00000 19437.00| 60.00000 20460.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0110 430B041 50.000 TON | 26.25000 1312.50| 25.00000 1250.00| 27.00000 1350.00 Aggregate Surfacing (ALDOT #8910 Or #57 | | | 0120 502A000 43016.000 LB | 0.65000 27960.40| 0.70000 30111.20| 0.66000 28390.56 Steel Reinforcement | | | 0130 502B000 LUMP| 43700.00000 43700.00| 45000.00000 45000.00| 40000.00000 40000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 2+20.00 APPROX | | | 58476 LBS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040402021 COUNTIES : BLOUNT LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( 3 ) 19037 |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506A008 31.000 LF | 52.50000 1627.50| 425.00000 13175.00| 55.00000 1705.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0150 506B003 137.000 LF | 840.00000 115080.00| 955.00000 130835.00| 900.00000 123300.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0160 506C042 168.000 LF | 94.50000 15876.00| 70.00000 11760.00| 105.00000 17640.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0170 506F008 14.000 LF | 210.00000 2940.00| 160.00000 2240.00| 220.00000 3080.00 Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0180 506G002 4.000 EACH| 210.00000 840.00| 500.00000 2000.00| 220.00000 880.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0190 508A000 5363.000 LB | 2.00000 10726.00| 5.00000 26815.00| 3.50000 18770.50 Structural Steel | | | 0200 510A000 154.000 CUYD| 500.00000 77000.00| 300.00000 46200.00| 460.00000 70840.00 Bridge Substructure Concrete, Class A | | | 0210 510C051 LUMP| 165000.00000 165000.00| 120000.00000 120000.00| 140000.00000 140000.00 Bridge Concrete Superstructure, STA | | | 2+20.00, APPROX 214 CU YDS | | | 0220 510E000 617.000 SQYD| 4.00000 2468.00| 5.00000 3085.00| 3.70000 2282.90 Grooving Concrete Bridge Decks | | | 0230 511A051 32.000 EACH| 115.00000 3680.00| 100.00000 3200.00| 50.00000 1600.00 Elastomeric Bearing Type 2(Mark B2) | | | 0240 513B004 787.000 LF | 100.00000 78700.00| 90.00000 70830.00| 68.00000 53516.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0250 535A080 30.000 LF | 15.75000 472.50| 26.00000 780.00| 55.00000 1650.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 110000.00000 110000.00| 98339.91000 98339.91| 190000.00000 190000.00 Mobilization | | | 0270 602A000 18.000 EACH| 105.00000 1890.00| 115.00000 2070.00| 310.00000 5580.00 Right Of Way Markers | | | 0280 606A000 110.000 LF | 15.00000 1650.00| 10.00000 1100.00| 29.00000 3190.00 6" Underdrain Pipe | | | 0290 610C001 879.000 TON | 25.00000 21975.00| 25.00000 21975.00| 19.00000 16701.00 Loose Riprap, Class 2 | | | 0300 610D000 804.000 SQYD| 2.75000 2211.00| 1.50000 1206.00| 4.00000 3216.00 Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040402021 COUNTIES : BLOUNT LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( 3 ) 19037 |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 619A101 2.000 EACH| 475.00000 950.00| 750.00000 1500.00| 835.00000 1670.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 630C003 4.000 EACH| 1000.00000 4000.00| 1150.00000 4600.00| 1275.00000 5100.00 Guardrail End Anchor, Type 13 | | | 0330 630C070 4.000 EACH| 1400.00000 5600.00| 1300.00000 5200.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0340 637A001 200.000 LF | 6.25000 1250.00| 7.00000 1400.00| 5.50000 1100.00 Fence Reset (Includes All Types) | | | 0350 641A562 10.000 LF | 10.50000 105.00| 25.30000 253.00| 17.00000 170.00 3/4 Inch P.V.C. Water Service Line Laid | | | 0360 641A612 390.000 LF | 36.25000 14137.50| 127.70000 49803.00| 46.00000 17940.00 6 Inch Ductile Iron Water Main Laid | | | 0370 641C500 566.000 LB | 4.25000 2405.50| 5.10000 2886.60| 7.00000 3962.00 Ductile Iron Fittings | | | 0380 641G500 1.000 EACH| 945.00000 945.00| 1264.10000 1264.10| 250.00000 250.00 Flush Hydrant | | | 0390 641J516 1.000 EACH| 735.00000 735.00| 1179.80000 1179.80| 2300.00000 2300.00 6 Inch Gate Valve with Box | | | 0400 641L500 2.000 CUYD| 525.00000 1050.00| 160.10000 320.20| 425.00000 850.00 Concrete for Water Mains (Thrust Blocks | | | 0410 641O514 1.000 EACH| 1470.00000 1470.00| 3370.80000 3370.80| 1375.00000 1375.00 6 Inch x 6 Inch Tapping Valve and Sleev | | | 0420 641R510 1.000 EACH| 475.00000 475.00| 589.90000 589.90| 600.00000 600.00 3/4 Inch Water Meter And Box Reset | | | 0430 649A535 65.000 LF | 73.50000 4777.50| 92.30000 5999.50| 190.00000 12350.00 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0440 650B000 257.000 CUYD| 6.50000 1670.50| 6.25000 1606.25| 9.00000 2313.00 Topsoil From Stockpiles | | | 0450 652A053 1.000 ACRE| 525.00000 525.00| 1000.00000 1000.00| 550.00000 550.00 Seeding (Mix 1E) | | | 0460 656A001 1.000 ACRE| 735.00000 735.00| 800.00000 800.00| 765.00000 765.00 Mulching, Class A, Type 2 | | | 0470 658A001 1.000 ACRE| 1155.00000 1155.00| 1800.00000 1800.00| 1200.00000 1200.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0480 665A000 1.000 ACRE| 420.00000 420.00| 500.00000 500.00| 435.00000 435.00 Temporary Seeding | | | 0490 665B000 1.000 ACRE| 420.00000 420.00| 500.00000 500.00| 435.00000 435.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040402021 COUNTIES : BLOUNT LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 01007 |( 3 ) 19037 |THE MORRIS GROUP, INC. |ALABAMA BRIDGE BUILDERS, IN |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 665F000 157.000 EACH| 6.50000 1020.50| 6.00000 942.00| 6.00000 942.00 Hay Bales | | | 0510 665J000 825.000 LF | 3.30000 2722.50| 5.50000 4537.50| 3.45000 2846.25 Silt Fence, Type A | | | 0520 680A000 LUMP| 23000.00000 23000.00| 26842.70000 26842.70| 37000.00000 37000.00 Engineering Controls | | | 0530 701A030 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 635.00000 635.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0540 701A034 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 635.00000 635.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0550 703A002 63.000 SQFT| 5.00000 315.00| 5.00000 315.00| 2.10000 132.30 Traffic Control Markings, Class 2, Type | | | A | | | 0560 703B002 48.000 SQFT| 5.00000 240.00| 5.00000 240.00| 2.10000 100.80 Traffic Control Legends, Class 2, Type | | | 0570 740B000 147.000 SQFT| 7.50000 1102.50| 10.00000 1470.00| 16.00000 2352.00 Construction Signs | | | 0580 740D000 35.000 EACH| 58.00000 2030.00| 80.00000 2800.00| 60.00000 2100.00 Channelizing Drums | | | 0590 740F002 4.000 EACH| 160.00000 640.00| 215.00000 860.00| 200.00000 800.00 Barricades, Type III | | | 0600 740I005 4.000 EACH| 395.00000 1580.00| 535.00000 2140.00| 100.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 857,563.90| $ 870,717.96| $ 938,295.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 857,563.90| $ 870,717.96| $ 938,295.81 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20040402022 COUNTIES : CALHOUN LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-BR-0823(200) for constructing the Bridge Replacement (Precast) and Approaches on Nesbit Lake Road at Coffee Creek north of Jacksonville. Length 0.169 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19037 SIMPSON BRIDGE COMPANY, INC. $ 428,807.37 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 449,326.52 104.7852% 3 16032 PRICHARD CONSTRUCTION COMPANY $ 465,314.32 108.5136% 4 13099 MCINNIS, LLC $ 480,501.50 112.0553% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040402022 COUNTIES : CALHOUN LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 01007 |( 3 ) 16032 |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 ACRE) | | | 0020 206A000 LUMP| 47500.00000 47500.00| 20000.00000 20000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 16+89.98 | | | 0030 206B000 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 10000.00000 10000.00 Removal Of Old Box Culvert, Station | | | 20+36.00 | | | 0040 210A000 378.000 CUYD| 5.50000 2079.00| 5.50000 2079.00| 7.00000 2646.00 Unclassified Excavation | | | 0050 210D001 5036.000 CUYD| 7.25000 36511.00| 7.00000 35252.00| 8.50000 42806.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 230A000 8.000 RBST| 618.00000 4944.00| 350.00000 2800.00| 2000.00000 16000.00 Roadbed Processing | | | 0070 301A012 1820.000 SQYD| 8.24000 14996.80| 6.00000 10920.00| 9.80000 17836.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1820.000 SQYD| 2.10000 3822.00| 0.57000 1037.40| 0.60000 1092.00 Bituminous Treatment A | | | 0090 405A000 54.000 GAL | 2.00000 108.00| 1.12000 60.48| 1.50000 81.00 Tack Coat | | | 0100 424A340 110.000 TON | 63.85000 7023.50| 73.57000 8092.70| 75.57000 8312.70 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B637 304.000 TON | 52.50000 15960.00| 45.02000 13686.08| 46.25000 14060.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 430B043 120.000 TON | 31.00000 3720.00| 19.00000 2280.00| 40.00000 4800.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0130 502A000 110.000 LB | 1.00000 110.00| 0.70000 77.00| 2.00000 220.00 Steel Reinforcement | | | 0140 505A032 1.000 EACH| 1980.00000 1980.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040402022 COUNTIES : CALHOUN LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 01007 |( 3 ) 16032 |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505B102 1.000 EACH| 250.00000 250.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0160 505G003 34.000 EACH| 110.00000 3740.00| 120.00000 4080.00| 150.00000 5100.00 Pile Points (Type A, 12") | | | 0170 505M002 1320.000 LF | 30.92000 40814.40| 24.00000 31680.00| 34.00000 44880.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0180 507A000 2.000 EACH| 2550.00000 5100.00| 3000.00000 6000.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0190 510A000 20.000 CUYD| 404.00000 8080.00| 250.00000 5000.00| 400.00000 8000.00 Bridge Substructure Concrete, Class A | | | 0200 511A000 44.000 EACH| 52.00000 2288.00| 50.00000 2200.00| 90.00000 3960.00 Elastomeric Bearings, Type 1 | | | 0210 512A014 2.000 EACH| 3725.00000 7450.00| 4000.00000 8000.00| 3600.00000 7200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0220 512B004 2.000 EACH| 3656.00000 7312.00| 4000.00000 8000.00| 3500.00000 7000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0230 512C017 18.000 EACH| 2747.00000 49446.00| 5000.00000 90000.00| 3667.09000 66007.62 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0240 512C025 6.000 EACH| 3037.00000 18222.00| 4000.00000 24000.00| 5000.00000 30000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0250 512D025 2.000 EACH| 2905.00000 5810.00| 4000.00000 8000.00| 4500.00000 9000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0260 512D030 4.000 EACH| 2902.00000 11608.00| 4000.00000 16000.00| 5500.00000 22000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0270 512E000 8.000 EACH| 355.00000 2840.00| 500.00000 4000.00| 350.00000 2800.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0280 512E001 8.000 EACH| 385.00000 3080.00| 500.00000 4000.00| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040402022 COUNTIES : CALHOUN LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 01007 |( 3 ) 16032 |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 512F000 4.000 EACH| 398.00000 1592.00| 500.00000 2000.00| 600.00000 2400.00 Precast Concrete Wing Panels, Type W1 | | | 0300 512F001 4.000 EACH| 455.00000 1820.00| 500.00000 2000.00| 700.00000 2800.00 Precast Concrete Wing Panels, Type W2 | | | 0310 512G000 4.000 EACH| 446.00000 1784.00| 500.00000 2000.00| 1250.00000 5000.00 Precast Concrete Abutment Wing Cap Pane | | | 0320 535A002 40.000 LF | 24.75000 990.00| 24.00000 960.00| 45.00000 1800.00 24" Side Drain Pipe | | | 0330 600A000 LUMP| 42580.00000 42580.00| 53262.00000 53262.00| 10000.00000 10000.00 Mobilization | | | 0340 602A000 10.000 EACH| 100.00000 1000.00| 135.00000 1350.00| 300.00000 3000.00 Right Of Way Markers | | | 0350 610C001 646.000 TON | 22.80000 14728.80| 20.00000 12920.00| 30.00000 19380.00 Loose Riprap, Class 2 | | | 0360 610D000 430.000 SQYD| 3.00000 1290.00| 2.00000 860.00| 6.00000 2580.00 Filter Blanket | | | 0370 619A102 2.000 EACH| 515.00000 1030.00| 500.00000 1000.00| 650.00000 1300.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0380 630C003 4.000 EACH| 1236.00000 4944.00| 1200.00000 4800.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0390 630C070 4.000 EACH| 1350.00000 5400.00| 1310.00000 5240.00| 1450.00000 5800.00 Guardrail End Anchor, Type 10 Series | | | 0400 635A000 400.000 LF | 6.50000 2600.00| 9.30000 3720.00| 9.50000 3800.00 Woven Wire Fence | | | 0410 650A000 700.000 CUYD| 6.18000 4326.00| 6.00000 4200.00| 12.00000 8400.00 Topsoil | | | 0420 650B000 100.000 CUYD| 6.18000 618.00| 6.00000 600.00| 8.00000 800.00 Topsoil From Stockpiles | | | 0430 652A053 2.000 ACRE| 825.00000 1650.00| 800.00000 1600.00| 1200.00000 2400.00 Seeding (Mix 1E) | | | 0440 656A000 2.000 ACRE| 825.00000 1650.00| 800.00000 1600.00| 1000.00000 2000.00 Mulching, Class A, Type 1 | | | 0450 665F000 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| 9.00000 1800.00 Hay Bales | | | 0460 665J000 1500.000 LF | 3.10000 4650.00| 3.00000 4500.00| 8.00000 12000.00 Silt Fence, Type A | | | 0470 680A000 LUMP| 16480.00000 16480.00| 16300.00000 16300.00| 10000.00000 10000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040402022 COUNTIES : CALHOUN LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19037 |( 2 ) 01007 |( 3 ) 16032 |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 701A031 1.000 MILE| 927.00000 927.00| 2100.00000 2100.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0490 701A035 1.000 MILE| 1133.00000 1133.00| 2625.00000 2625.00| 2200.00000 2200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0500 701C001 1.000 MILE| 360.00000 360.00| 787.50000 787.50| 1500.00000 1500.00 Solid Temporary Traffic Stripe | | | 0510 705A037 23.000 EACH| 5.15000 118.45| 10.50000 241.50| 12.00000 276.00 Pavement Markers, Class A-H, Type 2-D | | | 0520 740B000 262.000 SQFT| 7.46000 1954.52| 10.00000 2620.00| 12.50000 3275.00 Construction Signs | | | 0530 740C000 33.000 SQFT| 9.30000 306.90| 12.86000 424.38| 14.00000 462.00 Special Construction Signs | | | 0540 740F002 8.000 EACH| 155.00000 1240.00| 214.29000 1714.32| 300.00000 2400.00 Barricades, Type III | | | 0550 740I005 4.000 EACH| 210.00000 840.00| 164.29000 657.16| 385.00000 1540.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 428,807.37| $ 449,326.52| $ 465,314.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 428,807.37| $ 449,326.52| $ 465,314.32 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 022 -6 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040402022 COUNTIES : CALHOUN LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 ACRE) | | | 0020 206A000 LUMP| 40000.00000 40000.00| | Removal Of Old Bridge, Station 16+89.98 | | | 0030 206B000 LUMP| 5000.00000 5000.00| | Removal Of Old Box Culvert, Station | | | 20+36.00 | | | 0040 210A000 378.000 CUYD| 5.50000 2079.00| | Unclassified Excavation | | | 0050 210D001 5036.000 CUYD| 7.00000 35252.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 230A000 8.000 RBST| 350.00000 2800.00| | Roadbed Processing | | | 0070 301A012 1820.000 SQYD| 6.50000 11830.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1820.000 SQYD| 2.20000 4004.00| | Bituminous Treatment A | | | 0090 405A000 54.000 GAL | 2.20000 118.80| | Tack Coat | | | 0100 424A340 110.000 TON | 68.00000 7480.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B637 304.000 TON | 57.00000 17328.00| | Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 430B043 120.000 TON | 20.00000 2400.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0130 502A000 110.000 LB | 1.00000 110.00| | Steel Reinforcement | | | 0140 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 022 -7 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040402022 COUNTIES : CALHOUN LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505B102 1.000 EACH| 100.00000 100.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0160 505G003 34.000 EACH| 100.00000 3400.00| | Pile Points (Type A, 12") | | | 0170 505M002 1320.000 LF | 26.00000 34320.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0180 507A000 2.000 EACH| 3500.00000 7000.00| | Wire Rope Abutment Anchor Assembly | | | 0190 510A000 20.000 CUYD| 450.00000 9000.00| | Bridge Substructure Concrete, Class A | | | 0200 511A000 44.000 EACH| 100.00000 4400.00| | Elastomeric Bearings, Type 1 | | | 0210 512A014 2.000 EACH| 3500.00000 7000.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0220 512B004 2.000 EACH| 4000.00000 8000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0230 512C017 18.000 EACH| 3800.00000 68400.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0240 512C025 6.000 EACH| 4000.00000 24000.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0250 512D025 2.000 EACH| 3000.00000 6000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0260 512D030 4.000 EACH| 5000.00000 20000.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0270 512E000 8.000 EACH| 500.00000 4000.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0280 512E001 8.000 EACH| 500.00000 4000.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 022 -8 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040402022 COUNTIES : CALHOUN LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 512F000 4.000 EACH| 600.00000 2400.00| | Precast Concrete Wing Panels, Type W1 | | | 0300 512F001 4.000 EACH| 700.00000 2800.00| | Precast Concrete Wing Panels, Type W2 | | | 0310 512G000 4.000 EACH| 600.00000 2400.00| | Precast Concrete Abutment Wing Cap Pane | | | 0320 535A002 40.000 LF | 28.00000 1120.00| | 24" Side Drain Pipe | | | 0330 600A000 LUMP| 45000.00000 45000.00| | Mobilization | | | 0340 602A000 10.000 EACH| 150.00000 1500.00| | Right Of Way Markers | | | 0350 610C001 646.000 TON | 23.00000 14858.00| | Loose Riprap, Class 2 | | | 0360 610D000 430.000 SQYD| 2.50000 1075.00| | Filter Blanket | | | 0370 619A102 2.000 EACH| 550.00000 1100.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0380 630C003 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 13 | | | 0390 630C070 4.000 EACH| 1900.00000 7600.00| | Guardrail End Anchor, Type 10 Series | | | 0400 635A000 400.000 LF | 10.00000 4000.00| | Woven Wire Fence | | | 0410 650A000 700.000 CUYD| 7.00000 4900.00| | Topsoil | | | 0420 650B000 100.000 CUYD| 7.00000 700.00| | Topsoil From Stockpiles | | | 0430 652A053 2.000 ACRE| 800.00000 1600.00| | Seeding (Mix 1E) | | | 0440 656A000 2.000 ACRE| 800.00000 1600.00| | Mulching, Class A, Type 1 | | | 0450 665F000 200.000 EACH| 6.00000 1200.00| | Hay Bales | | | 0460 665J000 1500.000 LF | 3.30000 4950.00| | Silt Fence, Type A | | | 0470 680A000 LUMP| 26000.00000 26000.00| | Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 022 -9 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040402022 COUNTIES : CALHOUN LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 701A031 1.000 MILE| 2200.00000 2200.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0490 701A035 1.000 MILE| 2750.00000 2750.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0500 701C001 1.000 MILE| 850.00000 850.00| | Solid Temporary Traffic Stripe | | | 0510 705A037 23.000 EACH| 275.00000 6325.00| | Pavement Markers, Class A-H, Type 2-D | | | 0520 740B000 262.000 SQFT| 7.50000 1965.00| | Construction Signs | | | 0530 740C000 33.000 SQFT| 9.90000 326.70| | Special Construction Signs | | | 0540 740F002 8.000 EACH| 200.00000 1600.00| | Barricades, Type III | | | 0550 740I005 4.000 EACH| 165.00000 660.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 480,501.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 480,501.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20040402023 COUNTIES : COLBERT LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1701(200) for constructing the Bridge Replacement and Approaches on C.R.#15 at Buzzard Roost Creek southwest of Cherokee. Length - 0.415 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 857,747.76 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 860,654.41 100.3389% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040402023 COUNTIES : COLBERT LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( ) |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 5220.00000 5220.00| 3800.00000 3800.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206A000 LUMP| 13920.00000 13920.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 21+08.12 | | | 0030 210A000 6082.000 CUYD| 4.06000 24692.92| 5.60000 34059.20| Unclassified Excavation | | | 0040 210D000 16312.000 CUYD| 5.51000 89879.12| 7.00000 114184.00| Borrow Excavation | | | 0050 214A000 39.000 CUYD| 4.06000 158.34| 7.25000 282.75| Structure Excavation | | | 0060 214B001 31.000 CUYD| 15.00000 465.00| 20.00000 620.00| Foundation Backfill, Commercial | | | 0070 230A000 17.000 RBST| 58.00000 986.00| 320.00000 5440.00| Roadbed Processing | | | 0080 301A004 1334.000 SQYD| 4.15000 5536.10| 4.05000 5402.70| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 11633.000 SQYD| 4.89000 56885.37| 4.75000 55256.75| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 4175.000 SQYD| 0.64000 2672.00| 0.62000 2588.50| Bituminous Treatment A | | | 0110 405A000 150.000 GAL | 1.18000 177.00| 1.15000 172.50| Tack Coat | | | 0120 429A200 405.000 TON | 44.51000 18026.55| 43.00000 17415.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 600.000 TON | 39.49000 23694.00| 38.00000 22800.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 429B212 20.000 TON | 52.04000 1040.80| 50.00000 1000.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040402023 COUNTIES : COLBERT LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( ) |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 430B017 25.000 TON | 30.00000 750.00| 22.00000 550.00| Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0160 502A000 29028.000 LB | 0.69000 20029.32| 0.62000 17997.36| Steel Reinforcement | | | 0170 502B000 LUMP| 31740.00000 31740.00| 28500.00000 28500.00| Steel Reinforcement For Bridge | | | Superstructure, (Sta.20+30.00), (Approx.| | | 46,000 Lbs.) | | | 0180 505G003 20.000 EACH| 136.00000 2720.00| 100.00000 2000.00| Pile Points (Type A, 12") | | | 0190 505M002 505.000 LF | 35.00000 17675.00| 26.75000 13508.75| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0200 506A008 70.000 LF | 406.00000 28420.00| 420.00000 29400.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0210 506B003 14.000 LF | 1102.00000 15428.00| 1140.00000 15960.00| Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0220 506C022 84.000 LF | 74.24000 6236.16| 75.00000 6300.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS2 Concrete | | | 0230 506D000 8.000 LF | 812.00000 6496.00| 850.00000 6800.00| Exploration Below Drilled Shaft | | | 0240 506F008 84.000 LF | 150.80000 12667.20| 160.00000 13440.00| Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0250 508A000 3800.000 LB | 3.00000 11400.00| 3.50000 13300.00| Structural Steel | | | 0260 510A000 91.000 CUYD| 453.00000 41223.00| 355.00000 32305.00| Bridge Substructure Concrete, Class A | | | 0270 510C051 LUMP| 93297.00000 93297.00| 74500.00000 74500.00| Bridge Concrete Superstructure, Sta. | | | 20+30.00, Approx. 206 Cu. Yds. | | | 0280 510E000 535.000 SQYD| 5.68000 3038.80| 5.25000 2808.75| Grooving Concrete Bridge Decks | | | 0290 511A053 16.000 EACH| 120.00000 1920.00| 120.00000 1920.00| Elastomeric Bearing Type 2(Mark B4) | | | 0300 513B015 788.000 LF | 130.00000 102440.00| 118.00000 92984.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040402023 COUNTIES : COLBERT LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( ) |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 524B011 37.000 CUYD| 431.00000 15947.00| 325.00000 12025.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0320 535A001 60.000 LF | 30.00000 1800.00| 21.00000 1260.00| 18" Side Drain Pipe | | | 0330 600A000 LUMP| 91500.00000 91500.00| 80000.00000 80000.00| Mobilization | | | 0340 610C001 1029.000 TON | 15.40000 15846.60| 20.00000 20580.00| Loose Riprap, Class 2 | | | 0350 610D003 614.000 SQYD| 3.50000 2149.00| 3.00000 1842.00| Filter Blanket, Geotextile | | | 0360 619A101 2.000 EACH| 1700.00000 3400.00| 600.00000 1200.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0370 630A001 150.000 LF | 17.60000 2640.00| 19.00000 2850.00| Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C003 4.000 EACH| 1210.00000 4840.00| 1350.00000 5400.00| Guardrail End Anchor, Type 13 | | | 0390 630C070 4.000 EACH| 1650.00000 6600.00| 1350.00000 5400.00| Guardrail End Anchor, Type 10 Series | | | 0400 636A000 1617.000 LF | 5.00000 8085.00| 2.25000 3638.25| Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0410 641A746 1675.000 LF | 12.00000 20100.00| 33.50000 56112.50| 6 Inch P.V.C. Water Main Laid | | | 0420 641C500 140.000 LB | 4.00000 560.00| 11.00000 1540.00| Ductile Iron Fittings | | | 0430 649A530 72.000 LF | 100.00000 7200.00| 90.00000 6480.00| 10 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0440 650B000 934.000 CUYD| 4.64000 4333.76| 5.60000 5230.40| Topsoil From Stockpiles | | | 0450 652A053 3.000 ACRE| 928.00000 2784.00| 800.00000 2400.00| Seeding (Mix 1E) | | | 0460 656A001 3.000 ACRE| 928.00000 2784.00| 800.00000 2400.00| Mulching, Class A, Type 2 | | | 0470 665F000 40.000 EACH| 5.00000 200.00| 5.00000 200.00| Hay Bales | | | 0480 665J000 350.000 LF | 5.31000 1858.50| 5.00000 1750.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040402023 COUNTIES : COLBERT LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( ) |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 680A000 LUMP| 17200.00000 17200.00| 9500.00000 9500.00| Engineering Controls | | | 0500 701A004 1.000 MILE| 880.00000 880.00| 1050.00000 1050.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0510 701A012 1.000 MILE| 880.00000 880.00| 1050.00000 1050.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0520 701C001 1.000 MILE| 880.00000 880.00| 1050.00000 1050.00| Solid Temporary Traffic Stripe | | | 0530 705A037 55.000 EACH| 7.70000 423.50| 12.00000 660.00| Pavement Markers, Class A-H, Type 2-D | | | 0540 740B000 249.000 SQFT| 9.28000 2310.72| 9.00000 2241.00| Construction Signs | | | 0550 740F002 8.000 EACH| 290.00000 2320.00| 375.00000 3000.00| Barricades, Type III | | | 0560 740I005 4.000 EACH| 348.00000 1392.00| 375.00000 1500.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 857,747.76| $ 860,654.41| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 857,747.76| $ 860,654.41| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20040402024 COUNTIES : COLBERT LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-1706(202) for constructing the Resurfacing and Traffic Stripe on C.R.#55 from S.R.#17 (U.S.#43) in Littleville to the Colbert Heights Church. Length 6.025 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 374,856.14 100.0000% 2 18031 ROGERS GROUP, INC. $ 432,713.00 115.4344% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040402024 COUNTIES : COLBERT LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 1866.000 TON | 13.31000 24836.46| 14.00000 26124.00| Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 401B108 71635.000 SQYD| 0.63000 45130.05| 1.00000 71635.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1433.000 GAL | 1.01000 1447.33| 2.00000 2866.00| Tack Coat | | | 0040 429A220 5624.000 TON | 30.00000 168720.00| 39.50000 222148.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429A226 1000.000 TON | 34.48000 34480.00| 43.00000 43000.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 429B232 211.000 TON | 50.48000 10651.28| 50.00000 10550.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 600A000 LUMP| 46654.57000 46654.57| 7129.00000 7129.00| Mobilization | | | 0080 701A031 12.000 MILE| 1162.80000 13953.60| 1350.00000 16200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 9.000 MILE| 1275.00000 11475.00| 1650.00000 14850.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 3.000 MILE| 867.00000 2601.00| 720.00000 2160.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 3.000 MILE| 499.80000 1499.40| 424.00000 1272.00| Broken Temporary Traffic Stripe | | | 0120 701C001 9.000 MILE| 586.50000 5278.50| 461.00000 4149.00| Solid Temporary Traffic Stripe | | | 0130 703A002 440.000 SQFT| 2.55000 1122.00| 2.00000 880.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040402024 COUNTIES : COLBERT LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 105.000 EACH| 5.61000 589.05| 5.00000 525.00| Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 690.000 EACH| 5.61000 3870.90| 5.50000 3795.00| Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 322.000 SQFT| 7.50000 2415.00| 15.00000 4830.00| Construction Signs | | | 0170 740E000 60.000 EACH| 1.18000 70.80| 5.00000 300.00| Cones (36 Inches High) | | | 0180 740M001 60.000 EACH| 1.02000 61.20| 5.00000 300.00| Ballast For Cone | | | SECTION TOTALS | $ 374,856.14| $ 432,713.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 374,856.14| $ 432,713.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20040402025 COUNTIES : ESCAMBIA LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-2713(202) for constructing the Resurfacing, Drainage (Culverts) and Traffic Stripe on C.R.#43 from S.R.#15 (U.S.#29) to the Conecuh County line. Length 7.120 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 673,057.95 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 691,180.69 102.6926% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20040402025 COUNTIES : ESCAMBIA LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, 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 206A000 LUMP| 4125.00000 4125.00| 4000.00000 4000.00| Removal Of Old Bridge, Station 170+01 | | | 0020 206A001 LUMP| 4125.00000 4125.00| 3000.00000 3000.00| Removal Of Old Bridge, Station 183+63 | | | 0030 206D001 32.000 LF | 5.00000 160.00| 1.00000 32.00| Removing Guardrail | | | 0040 210D001 3780.000 CUYD| 6.50000 24570.00| 4.12000 15573.60| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 212A000 748.000 STA | 15.00000 11220.00| 23.97000 17929.56| Machine Grading Shoulders | | | 0060 214A000 759.000 CUYD| 5.50000 4174.50| 6.00000 4554.00| Structure Excavation | | | 0070 214B001 167.000 CUYD| 40.00000 6680.00| 35.00000 5845.00| Foundation Backfill, Commercial | | | 0080 230A000 2.000 RBST| 500.00000 1000.00| 1380.00000 2760.00| Roadbed Processing | | | 0090 301A042 505.000 SQYD| 4.75000 2398.75| 5.93000 2994.65| Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0100 405A000 4363.000 GAL | 1.25000 5453.75| 1.91000 8333.33| Tack Coat | | | 0110 429A200 7000.000 TON | 37.50000 262500.00| 40.00000 280000.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429A206 2285.000 TON | 37.50000 85687.50| 41.00000 93685.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0130 429B202 63.000 TON | 100.00000 6300.00| 82.00000 5166.00| Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0140 429B213 1375.000 TON | 36.00000 49500.00| 43.00000 59125.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20040402025 COUNTIES : ESCAMBIA LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 38373.000 LB | 0.65000 24942.45| 0.45000 17267.85| Steel Reinforcement | | | 0160 524A011 192.000 CUYD| 450.00000 86400.00| 285.00000 54720.00| Culvert Concrete (Cast In Place) | | | 0170 600A000 LUMP| 13000.00000 13000.00| 34250.00000 34250.00| Mobilization | | | 0180 610C001 248.000 TON | 33.00000 8184.00| 38.00000 9424.00| Loose Riprap, Class 2 | | | 0190 610D003 228.000 SQYD| 2.50000 570.00| 2.10000 478.80| Filter Blanket, Geotextile | | | 0200 630A004 32.000 LF | 30.00000 960.00| 31.00000 992.00| Steel Beam Guardrail, Class B, Type 2 | | | 0210 630C022 4.000 EACH| 1650.00000 6600.00| 1200.00000 4800.00| Guardrail End Anchor, Type Special | | | 0220 630C070 4.000 EACH| 1750.00000 7000.00| 1600.00000 6400.00| Guardrail End Anchor, Type 10 Series | | | 0230 650A000 250.000 CUYD| 10.00000 2500.00| 13.56000 3390.00| Topsoil | | | 0240 652A061 10.000 ACRE| 400.00000 4000.00| 400.00000 4000.00| Seeding (Mix 3E) | | | 0250 656A000 10.000 ACRE| 400.00000 4000.00| 400.00000 4000.00| Mulching, Class A, Type 1 | | | 0260 665F000 75.000 EACH| 10.00000 750.00| 6.00000 450.00| Hay Bales | | | 0270 665J000 1000.000 LF | 4.00000 4000.00| 4.00000 4000.00| Silt Fence, Type A | | | 0280 680A000 LUMP| 2000.00000 2000.00| 2700.00000 2700.00| Engineering Controls | | | 0290 701A031 15.000 MILE| 1050.00000 15750.00| 1050.00000 15750.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0300 701A035 10.000 MILE| 1180.00000 11800.00| 1180.00000 11800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0310 701A045 4.000 MILE| 680.00000 2720.00| 680.00000 2720.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0320 701C002 4.000 MILE| 385.00000 1540.00| 350.00000 1400.00| Broken Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20040402025 COUNTIES : ESCAMBIA LETTING DATE : 04/02/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 701C003 10.000 MILE| 429.00000 4290.00| 390.00000 3900.00| Solid Temporary Traffic Stripe (Paint) | | | 0340 703A002 60.000 SQFT| 4.00000 240.00| 4.00000 240.00| Traffic Control Markings, Class 2, Type | | | A | | | 0350 740B000 442.000 SQFT| 6.00000 2652.00| 7.35000 3248.70| Construction Signs | | | 0360 740E000 60.000 EACH| 7.00000 420.00| 5.95000 357.00| Cones (36 Inches High) | | | 0370 740F002 8.000 EACH| 50.00000 400.00| 168.00000 1344.00| Barricades, Type III | | | 0380 740I005 2.000 EACH| 200.00000 400.00| 168.00000 336.00| Warning Lights, Type B (Detachable Head | | | 0390 740M001 60.000 EACH| 0.75000 45.00| 3.57000 214.20| Ballast For Cone | | | SECTION TOTALS | $ 673,057.95| $ 691,180.69| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 673,057.95| $ 691,180.69| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20040402026 COUNTIES : LIMESTONE LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-4206(200) for constructing the Resurfacing and Traffic Stripe on East Limestone Road from U.S.#72 east of Athens to Beatline Road. Length 6.112 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 621,197.30 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 651,058.75 104.8071% 3 01087 APAC-SOUTHEAST, INC. $ 696,506.01 112.1232% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040402026 COUNTIES : LIMESTONE LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( 3 ) 01087 |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING 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 206C010 301.000 SQYD| 25.00000 7525.00| 2.50000 752.50| 25.48000 7669.48 Removing Concrete Driveway | | | 0020 209A000 10.000 EACH| 125.00000 1250.00| 60.00000 600.00| 93.95000 939.50 Mailbox Reset, Single | | | 0030 209A001 1.000 EACH| 200.00000 200.00| 60.00000 60.00| 165.07000 165.07 Mailbox Reset, Double | | | 0040 405A000 5000.000 GAL | 1.00000 5000.00| 1.00000 5000.00| 1.31000 6550.00 Tack Coat | | | 0050 429A220 5235.000 TON | 32.50000 170137.50| 35.31000 184847.85| 36.32000 190135.20 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429B229 10410.000 TON | 28.00000 291480.00| 27.84000 289814.40| 28.76000 299391.60 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429B232 1100.000 TON | 31.00000 34100.00| 27.84000 30624.00| 28.43000 31273.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 430B004 8400.000 TON | 7.00000 58800.00| 12.48000 104832.00| 12.42000 104328.00 Aggregate Surfacing (ALDOT #810) | | | 0090 600A000 LUMP| 22000.00000 22000.00| 3200.00000 3200.00| 16695.50000 16695.50 Mobilization | | | 0100 665F000 200.000 EACH| 3.00000 600.00| 5.00000 1000.00| 11.96000 2392.00 Hay Bales | | | 0110 701A030 13.000 MILE| 640.00000 8320.00| 690.00000 8970.00| 703.80000 9149.40 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0120 701A034 7.000 MILE| 640.00000 4480.00| 690.00000 4830.00| 703.80000 4926.60 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A044 3.000 MILE| 310.00000 930.00| 340.00000 1020.00| 346.80000 1040.40 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0140 701C000 6.000 MILE| 410.00000 2460.00| 460.00000 2760.00| 469.20000 2815.20 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040402026 COUNTIES : LIMESTONE LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( 3 ) 01087 |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C001 14.000 MILE| 520.00000 7280.00| 560.00000 7840.00| 571.20000 7996.80 Solid Temporary Traffic Stripe | | | 0160 703A002 1286.000 SQFT| 2.80000 3600.80| 3.00000 3858.00| 3.06000 3935.16 Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 280.000 SQFT| 3.55000 994.00| 3.75000 1050.00| 3.83000 1072.40 Traffic Control Legends, Class 2, Type | | | 0180 740B000 398.000 SQFT| 5.00000 1990.00| 0.00000 0.00| 15.15000 6029.70 Construction Signs | | | 0190 740E000 100.000 EACH| 0.50000 50.00| 0.00000 0.00| 0.01000 1.00 Cones (36 Inches High) | | | SECTION TOTALS | $ 621,197.30| $ 651,058.75| $ 696,506.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 621,197.30| $ 651,058.75| $ 696,506.01 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20040402028 COUNTIES : RUSSELL LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5700(204) for constructing the Bridge Replacement (Precast) and Approaches on Villula Road over Silver Run Creek south of Seale. Length - 0.195 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 286,053.80 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 315,017.71 110.1253% 3 13099 MCINNIS, LLC $ 315,913.70 110.4386% 4 14008 NEWELL & BUSH, INC. $ 319,262.50 111.6092% 5 06001 F & W CONSTRUCTION COMPANY, INC. $ 364,949.90 127.5809% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040402028 COUNTIES : RUSSELL LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 18000.00000 18000.00| 9800.00000 9800.00| 12300.00000 12300.00 Removal Of Old Bridge, Station 4+79.57 | | | 0020 210A000 587.000 CUYD| 8.00000 4696.00| 8.00000 4696.00| 10.00000 5870.00 Unclassified Excavation | | | 0030 210D021 3455.000 CUYD| 10.10000 34895.50| 10.10000 34895.50| 7.00000 24185.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 230A000 10.000 RBST| 285.00000 2850.00| 285.00000 2850.00| 285.00000 2850.00 Roadbed Processing | | | 0050 301A004 1860.000 SQYD| 4.33000 8053.80| 4.34000 8072.40| 5.00000 9300.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0060 502A000 137.000 LB | 1.00000 137.00| 2.00000 274.00| 1.00000 137.00 Steel Reinforcement | | | 0070 505A032 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 1360.000 LF | 26.00000 35360.00| 25.00000 34000.00| 26.00000 35360.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 2.000 EACH| 2200.00000 4400.00| 3000.00000 6000.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0110 510A000 20.000 CUYD| 400.00000 8000.00| 350.00000 7000.00| 300.00000 6000.00 Bridge Substructure Concrete, Class A | | | 0120 511A000 44.000 EACH| 100.00000 4400.00| 100.00000 4400.00| 100.00000 4400.00 Elastomeric Bearings, Type 1 | | | 0130 512A014 2.000 EACH| 2324.00000 4648.00| 2700.00000 5400.00| 3000.00000 6000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512B004 2.000 EACH| 2200.00000 4400.00| 3165.00000 6330.00| 3500.00000 7000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512C004 18.000 EACH| 2200.00000 39600.00| 3120.00000 56160.00| 3400.00000 61200.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040402028 COUNTIES : RUSSELL LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C007 6.000 EACH| 2400.00000 14400.00| 3240.00000 19440.00| 3500.00000 21000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512D002 4.000 EACH| 2400.00000 9600.00| 3430.00000 13720.00| 3600.00000 14400.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 2.000 EACH| 2400.00000 4800.00| 3460.00000 6920.00| 3600.00000 7200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512E001 8.000 EACH| 500.00000 4000.00| 270.00000 2160.00| 500.00000 4000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0200 512E002 8.000 EACH| 500.00000 4000.00| 350.00000 2800.00| 600.00000 4800.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0210 512F001 4.000 EACH| 600.00000 2400.00| 475.00000 1900.00| 650.00000 2600.00 Precast Concrete Wing Panels, Type W2 | | | 0220 512F002 4.000 EACH| 700.00000 2800.00| 620.00000 2480.00| 650.00000 2600.00 Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 4.000 EACH| 600.00000 2400.00| 390.00000 1560.00| 600.00000 2400.00 Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 19000.00000 19000.00| 29691.61000 29691.61| 20309.00000 20309.00 Mobilization | | | 0250 610C001 516.000 TON | 24.00000 12384.00| 28.95000 14938.20| 28.95000 14938.20 Loose Riprap, Class 2 | | | 0260 610D000 516.000 SQYD| 5.00000 2580.00| 2.25000 1161.00| 2.25000 1161.00 Filter Blanket | | | 0270 630C003 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 2000.00000 8000.00 Guardrail End Anchor, Type 20 Series | | | 0290 650A000 275.000 CUYD| 14.50000 3987.50| 14.50000 3987.50| 14.50000 3987.50 Topsoil | | | 0300 652A056 1.000 ACRE| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 Seeding (Mix 2E) | | | 0310 656A001 1.000 ACRE| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 Mulching, Class A, Type 2 | | | 0320 665F000 240.000 EACH| 3.00000 720.00| 5.00000 1200.00| 5.00000 1200.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040402028 COUNTIES : RUSSELL LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 13099 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665J000 2114.000 LF | 3.00000 6342.00| 4.00000 8456.00| 4.00000 8456.00 Silt Fence, Type A | | | 0340 680A000 LUMP| 4500.00000 4500.00| 6000.00000 6000.00| 3500.00000 3500.00 Engineering Controls | | | 0350 740B000 145.000 SQFT| 20.00000 2900.00| 7.90000 1145.50| 8.00000 1160.00 Construction Signs | | | 0360 740F002 8.000 EACH| 500.00000 4000.00| 155.00000 1240.00| 200.00000 1600.00 Barricades, Type III | | | 0370 740I005 4.000 EACH| 500.00000 2000.00| 135.00000 540.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 286,053.80| $ 315,017.71| $ 315,913.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 286,053.80| $ 315,017.71| $ 315,913.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 028 -5 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040402028 COUNTIES : RUSSELL LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 06001 |( ) |NEWELL & BUSH, INC. |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 20000.00000 20000.00| 55000.00000 55000.00| Removal Of Old Bridge, Station 4+79.57 | | | 0020 210A000 587.000 CUYD| 5.00000 2935.00| 8.00000 4696.00| Unclassified Excavation | | | 0030 210D021 3455.000 CUYD| 7.50000 25912.50| 10.10000 34895.50| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 230A000 10.000 RBST| 215.00000 2150.00| 285.00000 2850.00| Roadbed Processing | | | 0050 301A004 1860.000 SQYD| 7.00000 13020.00| 4.34000 8072.40| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0060 502A000 137.000 LB | 1.00000 137.00| 1.00000 137.00| Steel Reinforcement | | | 0070 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0090 505M002 1360.000 LF | 28.00000 38080.00| 16.50000 22440.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 2.000 EACH| 3200.00000 6400.00| 3000.00000 6000.00| Wire Rope Abutment Anchor Assembly | | | 0110 510A000 20.000 CUYD| 400.00000 8000.00| 350.00000 7000.00| Bridge Substructure Concrete, Class A | | | 0120 511A000 44.000 EACH| 75.00000 3300.00| 50.00000 2200.00| Elastomeric Bearings, Type 1 | | | 0130 512A014 2.000 EACH| 3600.00000 7200.00| 4000.00000 8000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512B004 2.000 EACH| 3600.00000 7200.00| 4000.00000 8000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512C004 18.000 EACH| 3000.00000 54000.00| 3300.00000 59400.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 028 -6 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040402028 COUNTIES : RUSSELL LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 06001 |( ) |NEWELL & BUSH, INC. |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C007 6.000 EACH| 3300.00000 19800.00| 3300.00000 19800.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512D002 4.000 EACH| 1800.00000 7200.00| 3300.00000 13200.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 2.000 EACH| 3500.00000 7000.00| 3300.00000 6600.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512E001 8.000 EACH| 500.00000 4000.00| 550.00000 4400.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0200 512E002 8.000 EACH| 550.00000 4400.00| 550.00000 4400.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0210 512F001 4.000 EACH| 750.00000 3000.00| 550.00000 2200.00| Precast Concrete Wing Panels, Type W2 | | | 0220 512F002 4.000 EACH| 750.00000 3000.00| 500.00000 2000.00| Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 4.000 EACH| 600.00000 2400.00| 500.00000 2000.00| Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 25000.00000 25000.00| 36000.00000 36000.00| Mobilization | | | 0250 610C001 516.000 TON | 27.00000 13932.00| 32.50000 16770.00| Loose Riprap, Class 2 | | | 0260 610D000 516.000 SQYD| 3.00000 1548.00| 2.00000 1032.00| Filter Blanket | | | 0270 630C003 4.000 EACH| 1050.00000 4200.00| 1515.00000 6060.00| Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1700.00000 6800.00| 2500.00000 10000.00| Guardrail End Anchor, Type 20 Series | | | 0290 650A000 275.000 CUYD| 5.00000 1375.00| 14.50000 3987.50| Topsoil | | | 0300 652A056 1.000 ACRE| 1200.00000 1200.00| 625.00000 625.00| Seeding (Mix 2E) | | | 0310 656A001 1.000 ACRE| 1200.00000 1200.00| 660.00000 660.00| Mulching, Class A, Type 2 | | | 0320 665F000 240.000 EACH| 11.00000 2640.00| 5.00000 1200.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 028 -7 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040402028 COUNTIES : RUSSELL LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 06001 |( ) |NEWELL & BUSH, INC. |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665J000 2114.000 LF | 4.50000 9513.00| 3.50000 7399.00| Silt Fence, Type A | | | 0340 680A000 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| Engineering Controls | | | 0350 740B000 145.000 SQFT| 16.00000 2320.00| 7.90000 1145.50| Construction Signs | | | 0360 740F002 8.000 EACH| 250.00000 2000.00| 155.00000 1240.00| Barricades, Type III | | | 0370 740I005 4.000 EACH| 350.00000 1400.00| 135.00000 540.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 319,262.50| $ 364,949.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 319,262.50| $ 364,949.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20040402029 COUNTIES : SUMTER LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6000(201) for constructing the Bridge Replacements (2 Bridge Culverts) and Approaches on C.R.#5 at Thornton Creek and at Phelps Creek south of Cuba. Length 0.425 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 497,472.80 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040402029 COUNTIES : SUMTER LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07048 |( 5 ) 06001 |( ) |GLASGOW CONSTRUCTION CO., I |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 9000.00000 9000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 Acres) | | | 0020 206A000 LUMP| 2000.00000 2000.00| | Removal Of Old Bridge, Station 20+00.20 | | | 0030 206A001 LUMP| 2000.00000 2000.00| | Removal Of Old Bridge, Station 22+62.11 | | | 0040 210A000 2591.000 CUYD| 15.00000 38865.00| | Unclassified Excavation | | | 0050 210D001 2333.000 CUYD| 15.00000 34995.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 726.000 CUYD| 20.00000 14520.00| | Structure Excavation | | | 0070 214B001 210.000 CUYD| 30.00000 6300.00| | Foundation Backfill, Commercial | | | 0080 230A000 23.000 RBST| 500.00000 11500.00| | Roadbed Processing | | | 0090 301A012 14500.000 SQYD| 7.50000 108750.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 5250.000 SQYD| 1.00000 5250.00| | Bituminous Treatment A | | | 0110 405A000 150.000 GAL | 1.50000 225.00| | Tack Coat | | | 0120 429A200 325.000 TON | 67.00000 21775.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 625.000 TON | 64.00000 40000.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 44303.000 LB | 0.60000 26581.80| | Steel Reinforcement | | | 0150 524A011 275.000 CUYD| 300.00000 82500.00| | Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040402029 COUNTIES : SUMTER LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07048 |( 5 ) 06001 |( ) |GLASGOW CONSTRUCTION CO., I |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 20000.00000 20000.00| | Mobilization | | | 0170 610A004 98.000 SQYD| 35.00000 3430.00| | Loose Riprap, Class 2, 24" Thick | | | 0180 610D000 98.000 SQYD| 2.00000 196.00| | Filter Blanket | | | 0190 650A000 1430.000 CUYD| 15.00000 21450.00| | Topsoil | | | 0200 652A054 3.000 ACRE| 600.00000 1800.00| | Seeding (Mix 2A) | | | 0210 656A000 3.000 ACRE| 600.00000 1800.00| | Mulching, Class A, Type 1 | | | 0220 665F000 100.000 EACH| 10.00000 1000.00| | Hay Bales | | | 0230 665J000 1475.000 LF | 10.00000 14750.00| | Silt Fence, Type A | | | 0240 680A000 LUMP| 20000.00000 20000.00| | Engineering Controls | | | 0250 701E000 3600.000 LF | 0.50000 1800.00| | Solid Temporary Traffic Stripe | | | 0260 701E010 1800.000 LF | 0.50000 900.00| | Broken Temporary Traffic Stripe | | | 0270 701G009 4500.000 LF | 0.25000 1125.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0280 701G018 1800.000 LF | 0.25000 450.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0290 701G027 3600.000 LF | 0.25000 900.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0300 740B000 141.000 SQFT| 10.00000 1410.00| | Construction Signs | | | 0310 740F002 8.000 EACH| 200.00000 1600.00| | Barricades, Type III | | | 0320 740I005 4.000 EACH| 150.00000 600.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 497,472.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 497,472.80| $ 364,949.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20040402030 COUNTIES : SUMTER LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-6007(201) for constructing the Resurfacing and Traffic Stripe on C.R.#21 from S.R.#28 to U.S.#11 northeast of Livingston. Length - 9.560 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 609,659.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040402030 COUNTIES : SUMTER LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 5 ) 06001 |( ) |S. T. BUNN CONSTRUCTION CO. |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305A000 3740.000 CUYD| 8.45000 31603.00| | Borrow, Section 210, A-4 or Better, For | | | Miscellaneous Use | | | 0020 405A000 3888.000 GAL | 1.25000 4860.00| | Tack Coat | | | 0030 429A040 8100.000 TON | 44.60000 361260.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0040 429B225 100.000 TON | 65.00000 6500.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429B229 2760.000 TON | 45.25000 124890.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 600A000 LUMP| 23100.00000 23100.00| | Mobilization | | | 0070 652A056 9.000 ACRE| 575.00000 5175.00| | Seeding (Mix 2E) | | | 0080 656A000 9.000 ACRE| 575.00000 5175.00| | Mulching, Class A, Type 1 | | | 0090 665F000 100.000 EACH| 5.00000 500.00| | Hay Bales | | | 0100 665J000 400.000 LF | 4.00000 1600.00| | Silt Fence, Type A | | | 0110 701A004 19.000 MILE| 450.00000 8550.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0120 701A008 8.000 MILE| 190.00000 1520.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0130 701A012 15.000 MILE| 450.00000 6750.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0140 701C000 15.000 MILE| 450.00000 6750.00| | Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040402030 COUNTIES : SUMTER LETTING DATE : 04/02/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 5 ) 06001 |( ) |S. T. BUNN CONSTRUCTION CO. |F & W CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C001 31.000 MILE| 525.00000 16275.00| | Solid Temporary Traffic Stripe | | | 0160 703A002 108.000 SQFT| 5.00000 540.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 137.000 SQFT| 5.00000 685.00| | Traffic Control Legends, Class 2, Type | | | 0180 740B000 214.000 SQFT| 9.00000 1926.00| | Construction Signs | | | 0190 740O000 1.000 EACH| 2000.00000 2000.00| | Pilot Car | | | SECTION TOTALS | $ 609,659.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 609,659.00| $ 364,949.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20040402031 COUNTIES : WALKER LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-6400(206) for constructing the Resurfacing and Traffic Stripe on Pineywoods-Sipsey Road from S.R.#69 to the Sipsey City Limits. Length - 6.353 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 413,488.75 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 431,257.24 104.2972% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040402031 COUNTIES : WALKER LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( ) |DUNN CONSTRUCTION CO., INC. |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 305B060 1230.000 TON | 17.78000 21869.40| 19.50000 23985.00| Crushed Aggregate, Section 825, FOR | | | MISCELLANEOUS USE | | | 0020 401B108 82000.000 SQYD| 0.75000 61500.00| 0.65970 54095.40| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 500.000 GAL | 0.90000 450.00| 0.80000 400.00| Tack Coat | | | 0040 429A201 7000.000 TON | 38.17000 267190.00| 39.50000 276500.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 5541.14000 5541.14| 24500.00000 24500.00| Mobilization | | | 0060 701A031 13.000 MILE| 1278.47000 16620.11| 1131.20000 14705.60| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0070 701A035 9.000 MILE| 1426.86000 12841.74| 1262.50000 11362.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701A045 4.000 MILE| 913.18000 3652.72| 808.00000 3232.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701C000 9.000 MILE| 513.67000 4623.03| 454.50000 4090.50| Broken Temporary Traffic Stripe | | | 0100 701C001 18.000 MILE| 627.82000 11300.76| 555.50000 9999.00| Solid Temporary Traffic Stripe | | | 0110 705A032 90.000 EACH| 6.00000 540.00| 5.30000 477.00| Pavement Markers, Class A-H, Type 1-B | | | 0120 705A037 528.000 EACH| 6.00000 3168.00| 5.30000 2798.40| Pavement Markers, Class A-H, Type 2-D | | | 0130 740B000 308.000 SQFT| 8.41000 2590.28| 8.48000 2611.84| Construction Signs | | | 0140 740O000 1.000 EACH| 1601.57000 1601.57| 2500.00000 2500.00| Pilot Car | | | SECTION TOTALS | $ 413,488.75| $ 431,257.24| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 413,488.75| $ 431,257.24| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20040402033 COUNTIES : WINSTON LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 CONTRACT TIME : 110 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6700(208) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#368 at Little Clear Creek northeast of Natural Bridge. Length - 0.112 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 278,409.66 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 278,596.30 100.0670% 3 04060 DENSMORE EXCAVATING, INC. $ 304,306.90 109.3018% 4 07048 GLASGOW CONSTRUCTION CO., INC. $ 311,281.60 111.8070% 5 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 323,363.74 116.1467% 6 08077 HASTINGS GENERAL CONTRACTING, INC. $ 327,619.90 117.6755% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040402033 COUNTIES : WINSTON LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 20011 |( 3 ) 04060 |B. H. CRAIG CONSTRUCTION CO |TRI-COUNTY CONCRETE CONSTRU |DENSMORE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 2220.00000 2220.00| 1000.00000 1000.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 5+97.73 | | | 0030 210A000 550.000 CUYD| 18.00000 9900.00| 40.00000 22000.00| 5.00000 2750.00 Unclassified Excavation | | | 0040 210D021 634.000 CUYD| 8.53000 5408.02| 10.00000 6340.00| 14.00000 8876.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 157.000 CUYD| 11.50000 1805.50| 55.00000 8635.00| 10.00000 1570.00 Structure Excavation | | | 0060 214B001 236.000 CUYD| 25.00000 5900.00| 20.00000 4720.00| 25.00000 5900.00 Foundation Backfill, Commercial | | | 0070 230A000 6.000 RBST| 580.00000 3480.00| 500.00000 3000.00| 900.00000 5400.00 Roadbed Processing | | | 0080 301A012 1200.000 SQYD| 6.67000 8004.00| 5.00000 6000.00| 9.00000 10800.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1200.000 SQYD| 2.00000 2400.00| 1.00000 1200.00| 1.50000 1800.00 Bituminous Treatment A | | | 0100 430B026 180.000 TON | 25.00000 4500.00| 18.00000 3240.00| 20.00000 3600.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0110 502A000 83646.000 LB | 0.71000 59388.66| 0.55000 46005.30| 0.65000 54369.90 Steel Reinforcement | | | 0120 524A011 380.000 CUYD| 271.00000 102980.00| 275.00000 104500.00| 300.00000 114000.00 Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 17220.00000 17220.00| 5000.00000 5000.00| 35000.00000 35000.00 Mobilization | | | 0140 602A000 12.000 EACH| 250.00000 3000.00| 100.00000 1200.00| 200.00000 2400.00 Right Of Way Markers | | | 0150 610C001 825.000 TON | 20.88000 17226.00| 18.00000 14850.00| 25.00000 20625.00 Loose Riprap, Class 2 | | | 0160 610D003 502.000 SQYD| 3.48000 1746.96| 5.00000 2510.00| 2.00000 1004.00 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040402033 COUNTIES : WINSTON LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 20011 |( 3 ) 04060 |B. H. CRAIG CONSTRUCTION CO |TRI-COUNTY CONCRETE CONSTRU |DENSMORE EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 450.000 LF | 16.50000 7425.00| 15.50000 6975.00| 17.00000 7650.00 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 4.000 EACH| 1485.00000 5940.00| 1400.00000 5600.00| 1600.00000 6400.00 Guardrail End Anchor, Type 10 Series | | | 0190 636A000 250.000 LF | 5.00000 1250.00| 10.00000 2500.00| 5.00000 1250.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0200 650A000 58.000 CUYD| 17.40000 1009.20| 8.00000 464.00| 10.00000 580.00 Topsoil | | | 0210 650B000 32.000 CUYD| 9.28000 296.96| 3.50000 112.00| 10.00000 320.00 Topsoil From Stockpiles | | | 0220 652A053 1.000 ACRE| 1500.00000 1500.00| 775.00000 775.00| 850.00000 850.00 Seeding (Mix 1E) | | | 0230 656A000 1.000 ACRE| 1500.00000 1500.00| 775.00000 775.00| 850.00000 850.00 Mulching, Class A, Type 1 | | | 0240 665F000 50.000 EACH| 6.00000 300.00| 10.00000 500.00| 6.00000 300.00 Hay Bales | | | 0250 665J000 1192.000 LF | 3.50000 4172.00| 10.00000 11920.00| 3.50000 4172.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 4000.00000 4000.00| 12500.00000 12500.00| 3500.00000 3500.00 Engineering Controls | | | 0270 740B000 134.000 SQFT| 8.12000 1088.08| 12.50000 1675.00| 10.00000 1340.00 Construction Signs | | | 0280 740F002 8.000 EACH| 174.00000 1392.00| 300.00000 2400.00| 250.00000 2000.00 Barricades, Type III | | | 0290 740I005 4.000 EACH| 89.32000 357.28| 300.00000 1200.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 278,409.66| $ 278,596.30| $ 304,306.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,409.66| $ 278,596.30| $ 304,306.90 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040402033 COUNTIES : WINSTON LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 18036 |( 6 ) 08077 |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 1200.00000 1200.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 5+97.73 | | | 0030 210A000 550.000 CUYD| 10.00000 5500.00| 10.00000 5500.00| 10.00000 5500.00 Unclassified Excavation | | | 0040 210D021 634.000 CUYD| 15.00000 9510.00| 9.00000 5706.00| 10.00000 6340.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 214A000 157.000 CUYD| 40.00000 6280.00| 60.00000 9420.00| 50.00000 7850.00 Structure Excavation | | | 0060 214B001 236.000 CUYD| 25.00000 5900.00| 22.00000 5192.00| 20.00000 4720.00 Foundation Backfill, Commercial | | | 0070 230A000 6.000 RBST| 650.00000 3900.00| 350.00000 2100.00| 400.00000 2400.00 Roadbed Processing | | | 0080 301A012 1200.000 SQYD| 6.00000 7200.00| 8.00000 9600.00| 8.00000 9600.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1200.000 SQYD| 2.00000 2400.00| 2.50000 3000.00| 20.00000 24000.00 Bituminous Treatment A | | | 0100 430B026 180.000 TON | 40.00000 7200.00| 26.00000 4680.00| 24.00000 4320.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0110 502A000 83646.000 LB | 0.60000 50187.60| 0.69000 57715.74| 0.65000 54369.90 Steel Reinforcement | | | 0120 524A011 380.000 CUYD| 300.00000 114000.00| 365.00000 138700.00| 300.00000 114000.00 Culvert Concrete (Cast In Place) | | | 0130 600A000 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 20000.00000 20000.00 Mobilization | | | 0140 602A000 12.000 EACH| 150.00000 1800.00| 150.00000 1800.00| 400.00000 4800.00 Right Of Way Markers | | | 0150 610C001 825.000 TON | 30.00000 24750.00| 24.00000 19800.00| 20.00000 16500.00 Loose Riprap, Class 2 | | | 0160 610D003 502.000 SQYD| 2.00000 1004.00| 3.00000 1506.00| 5.00000 2510.00 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040402033 COUNTIES : WINSTON LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 18036 |( 6 ) 08077 |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 450.000 LF | 20.00000 9000.00| 16.00000 7200.00| 22.00000 9900.00 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 2000.00000 8000.00 Guardrail End Anchor, Type 10 Series | | | 0190 636A000 250.000 LF | 10.00000 2500.00| 2.25000 562.50| 4.00000 1000.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0200 650A000 58.000 CUYD| 15.00000 870.00| 7.25000 420.50| 20.00000 1160.00 Topsoil | | | 0210 650B000 32.000 CUYD| 10.00000 320.00| 7.00000 224.00| 20.00000 640.00 Topsoil From Stockpiles | | | 0220 652A053 1.000 ACRE| 500.00000 500.00| 900.00000 900.00| 2000.00000 2000.00 Seeding (Mix 1E) | | | 0230 656A000 1.000 ACRE| 500.00000 500.00| 800.00000 800.00| 2000.00000 2000.00 Mulching, Class A, Type 1 | | | 0240 665F000 50.000 EACH| 10.00000 500.00| 5.50000 275.00| 5.00000 250.00 Hay Bales | | | 0250 665J000 1192.000 LF | 10.00000 11920.00| 5.50000 6556.00| 6.00000 7152.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 8000.00000 8000.00| 2500.00000 2500.00| 5000.00000 5000.00 Engineering Controls | | | 0270 740B000 134.000 SQFT| 10.00000 1340.00| 9.00000 1206.00| 12.00000 1608.00 Construction Signs | | | 0280 740F002 8.000 EACH| 200.00000 1600.00| 400.00000 3200.00| 400.00000 3200.00 Barricades, Type III | | | 0290 740I005 4.000 EACH| 150.00000 600.00| 400.00000 1600.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 311,281.60| $ 323,363.74| $ 327,619.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 311,281.60| $ 323,363.74| $ 327,619.90 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20040402035 COUNTIES : TUSCALOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 05 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPOA-7942(600) for constructing the Grade, Drainage, Pavement and Signal Modifications on Fifth Street from S.R.#69 (U.S.#43) to east of Tenth Avenue in Northport. Length 0.846 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04047 DRM UTILITIES, LLC $ 1,594,852.00 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,599,000.00 100.2601% 3 18024 RACON, INC. $ 1,700,555.00 106.6278% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040402035 COUNTIES : TUSCALOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04047 |( 2 ) 01087 |( 3 ) 18024 |DRM UTILITIES, LLC |APAC-SOUTHEAST, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001M LUMP| 14500.00000 14500.00| 14031.42000 14031.42| 14800.00000 14800.00 Clearing And Grubbing (Maximum | | | Allowable Bid $7400 Per | | | Hectare)(Approximately 2 Hectares) | | | 0020 206B009M LUMP| 10000.00000 10000.00| 16764.98000 16764.98| 68168.36000 68168.36 Removal Of Old Box Culvert, Station | | | 32+95 (Partial) | | | 0030 206C000M 776.000 M2 | 6.50000 5044.00| 8.49000 6588.24| 8.00000 6208.00 Removing Concrete Sidewalk | | | 0040 206C002M 77.000 M2 | 6.50000 500.50| 10.24000 788.48| 9.00000 693.00 Removing Concrete Slope Paving | | | 0050 206C010M 176.000 M2 | 6.50000 1144.00| 18.71000 3292.96| 9.00000 1584.00 Removing Concrete Driveway | | | 0060 206D000M 45.000 M | 35.00000 1575.00| 30.18000 1358.10| 18.00000 810.00 Removing Pipe | | | 0070 206D003M 1116.000 M | 25.00000 27900.00| 18.84000 21025.44| 11.00000 12276.00 Removing Curb And Gutter | | | 0080 206D005M 229.000 M | 25.00000 5725.00| 22.96000 5257.84| 12.00000 2748.00 Removing Gutter | | | 0090 210A000M 9955.000 M3 | 13.50000 134392.50| 11.98000 119260.90| 15.00000 149325.00 Unclassified Excavation | | | 0100 210D023M 1000.000 M3 | 13.50000 13500.00| 16.15000 16150.00| 3.00000 3000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4(0) Or Better) | | | 0110 214A000M 2183.000 M3 | 13.50000 29470.50| 9.55000 20847.65| 5.00000 10915.00 Structure Excavation | | | 0120 214B001M 220.000 M3 | 25.00000 5500.00| 13.10000 2882.00| 28.00000 6160.00 Foundation Backfill, Commercial | | | 0130 230A000M 9.000 RBST| 1400.00000 12600.00| 964.69000 8682.21| 4000.00000 36000.00 Roadbed Processing | | | 0140 250B000M 1.000 M3 | 750.00000 750.00| 535.00000 535.00| 200.00000 200.00 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0150 250C000M 1.000 EACH| 10000.00000 10000.00| 9549.75000 9549.75| 10000.00000 10000.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0160 250N000M 379.000 L | 4.00000 1516.00| 3.04000 1152.16| 3.00000 1137.00 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040402035 COUNTIES : TUSCALOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04047 |( 2 ) 01087 |( 3 ) 18024 |DRM UTILITIES, LLC |APAC-SOUTHEAST, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A012M 31211.000 M2 | 6.50000 202871.50| 7.58000 236579.38| 6.60000 205992.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0180 305B060M 2000.000 MTON| 18.00000 36000.00| 16.99000 33980.00| 6.60000 13200.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone 25mm Down, For | | | 0190 305B061M 1000.000 MTON| 18.00000 18000.00| 18.58000 18580.00| 6.60000 6600.00 Coarse Aggregate, Section 801, ALDOT | | | #57 Stone, For Miscellaneous Use | | | 0200 401A000M 485.000 M2 | 1.00000 485.00| 1.06000 514.10| 0.83000 402.55 Bituminous Treatment A | | | 0210 401A043M 14767.000 SQ M| 2.00000 29534.00| 1.91000 28204.97| 1.75000 25842.25 Bituminous Treatment AE | | | 0220 405A000M 4133.000 L | 0.50000 2066.50| 0.33000 1363.89| 0.33000 1363.89 Tack Coat | | | 0230 408A051M 4481.000 M2 | 2.00000 8962.00| 2.98000 13353.38| 1.94000 8693.14 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0240 424A360M 1248.000 MTON| 55.00000 68640.00| 56.93000 71048.64| 56.20000 70137.60 Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424A363M 150.000 MTON| 85.00000 12750.00| 96.40000 14460.00| 85.32000 12798.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,12.5mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424A366M 200.000 MTON| 55.00000 11000.00| 55.58000 11116.00| 56.20000 11240.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424A369M 300.000 MTON| 75.00000 22500.00| 57.35000 17205.00| 75.34000 22602.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,12.5mm Maximum | | | Aggregate Size Mix, ESAL C/D | | | 0280 424B651M 2080.000 MTON| 45.00000 93600.00| 48.93000 101774.40| 46.34000 96387.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 424C360M 2436.000 MTON| 45.00000 109620.00| 46.49000 113249.64| 45.86000 111714.96 Superpave Bituminous Concrete Base | | | Layer, 25mm Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040402035 COUNTIES : TUSCALOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04047 |( 2 ) 01087 |( 3 ) 18024 |DRM UTILITIES, LLC |APAC-SOUTHEAST, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 533A098M 543.000 M | 84.00000 45612.00| 94.57000 51351.51| 63.00000 34209.00 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0310 533A099M 90.000 M | 100.00000 9000.00| 104.03000 9362.70| 72.00000 6480.00 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0320 600A000M LUMP| 115000.00000 115000.00| 108853.92000 108853.92| 210000.00000 210000.00 Mobilization | | | 0330 602A000M 3.000 EACH| 200.00000 600.00| 204.34000 613.02| 150.00000 450.00 Right Of Way Markers | | | 0340 606A000M 1080.000 M | 44.30000 47844.00| 42.98000 46418.40| 26.00000 28080.00 150 mm Underdrain Pipe | | | 0350 614A000M 14.000 M3 | 535.00000 7490.00| 315.65000 4419.10| 535.00000 7490.00 Slope Paving | | | 0360 618A000M 1788.000 M2 | 38.00000 67944.00| 38.52000 68873.76| 44.00000 78672.00 Concrete Sidewalk, 100 mm Thick | | | 0370 620A000M 3.000 M3 | 335.00000 1005.00| 1403.27000 4209.81| 1526.00000 4578.00 Minor Structure Concrete | | | 0380 621A000M 1.000 EACH| 2500.00000 2500.00| 3745.00000 3745.00| 2770.00000 2770.00 Junction Boxes, Type 1, 1P Or 5 | | | 0390 621C015M 12.000 EACH| 2500.00000 30000.00| 2568.00000 30816.00| 2659.20000 31910.40 Inlets, Type S1 Or S3 (1 Wing) | | | 0400 621C017M 5.000 EACH| 2800.00000 14000.00| 2942.50000 14712.50| 3102.40000 15512.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0410 621D015M 12.000 EACH| 700.00000 8400.00| 695.50000 8346.00| 554.00000 6648.00 Inlet Units, Type S1 Or S3 | | | 0420 622A000M 8.000 EACH| 300.00000 2400.00| 231.73000 1853.84| 1000.00000 8000.00 Manhole Covers Reset | | | 0430 623A000M 268.000 M | 50.00000 13400.00| 46.81000 12545.08| 60.00000 16080.00 Concrete Gutter | | | 0440 623C000M 1418.000 M | 37.00000 52466.00| 37.99000 53869.82| 46.00000 65228.00 Combination Curb & Gutter, Type C | | | 0450 650A000M 1500.000 M3 | 18.00000 27000.00| 18.76000 28140.00| 15.00000 22500.00 Topsoil | | | 0460 652A054M 1.000 HA | 2500.00000 2500.00| 2115.39000 2115.39| 1850.00000 1850.00 Seeding (Mix 2A) | | | 0470 652A056M 1.000 HA | 2500.00000 2500.00| 2115.39000 2115.39| 1850.00000 1850.00 Seeding (Mix 2E) | | | 0480 652B053M 1.000 HA | 2500.00000 2500.00| 1586.81000 1586.81| 1850.00000 1850.00 Temporary Seeding (Mix 2AT) | | | 0490 652C000M 2.000 HA | 200.00000 400.00| 197.95000 395.90| 150.00000 300.00 Mowing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040402035 COUNTIES : TUSCALOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04047 |( 2 ) 01087 |( 3 ) 18024 |DRM UTILITIES, LLC |APAC-SOUTHEAST, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 652D054M 1.000 HA | 2500.00000 2500.00| 2115.39000 2115.39| 1850.00000 1850.00 Seeding In Stubble (Mix 2A) | | | 0510 654A001M 650.000 M2 | 7.30000 4745.00| 6.42000 4173.00| 6.00000 3900.00 Solid Sodding (Bermuda) | | | 0520 656A000M 3.000 HA | 1000.00000 3000.00| 2115.39000 6346.17| 1850.00000 5550.00 Mulching, Class A, Type 1 | | | 0530 659A010M 200.000 M2 | 2.00000 400.00| 2.57000 514.00| 6.00000 1200.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0540 665A000M 1.000 HA | 2500.00000 2500.00| 1586.81000 1586.81| 1250.00000 1250.00 Temporary Seeding | | | 0550 665B000M 1.000 HA | 1000.00000 1000.00| 1586.81000 1586.81| 1250.00000 1250.00 Temporary Mulching | | | 0560 665C012M 30.000 M | 70.00000 2100.00| 28.83000 864.90| 20.00000 600.00 100mm Temporary Pipe | | | 0570 665G000M 68.000 EACH| 4.00000 272.00| 2.66000 180.88| 2.50000 170.00 Sand Bags | | | 0580 665I000M 20.000 MTON| 38.00000 760.00| 28.47000 569.40| 100.00000 2000.00 Temporary Riprap, Class 2 | | | 0590 665J000M 543.000 M | 13.00000 7059.00| 15.72000 8535.96| 9.00000 4887.00 Silt Fence, Type A | | | 0600 665Q000M 60.000 M | 20.00000 1200.00| 21.70000 1302.00| 25.00000 1500.00 300mm Wattle | | | 0610 665Q001M 220.000 M | 30.00000 6600.00| 29.97000 6593.40| 30.00000 6600.00 500mm Wattle | | | 0620 666A001M 3.000 HA | 750.00000 2250.00| 132.68000 398.04| 125.00000 375.00 Pest Control Treatment | | | 0630 680A000M LUMP| 16500.00000 16500.00| 42800.00000 42800.00| 55000.00000 55000.00 Engineering Controls | | | 0640 701A028M 1.000 KM | 1725.00000 1725.00| 1662.78000 1662.78| 1721.83000 1721.83 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0650 701A032M 1.000 KM | 1725.00000 1725.00| 1662.78000 1662.78| 1721.83000 1721.83 Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0660 701A041M 2.000 KM | 680.00000 1360.00| 664.47000 1328.94| 688.07000 1376.14 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0670 701A046M 1.000 KM | 680.00000 680.00| 664.47000 664.47| 688.07000 688.07 Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040402035 COUNTIES : TUSCALOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04047 |( 2 ) 01087 |( 3 ) 18024 |DRM UTILITIES, LLC |APAC-SOUTHEAST, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 701A048M 3.000 KM | 1725.00000 5175.00| 1662.78000 4988.34| 1721.83000 5165.49 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0690 701B009M 353.000 M | 3.50000 1235.50| 3.51000 1239.03| 3.63000 1281.39 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0700 701C002M 3.000 KM | 500.00000 1500.00| 498.62000 1495.86| 516.33000 1548.99 Broken Temporary Traffic Stripe (Paint) | | | 0710 701C003M 5.000 KM | 500.00000 2500.00| 498.62000 2493.10| 516.33000 2581.65 Solid Temporary Traffic Stripe (Paint) | | | 0720 701F001M 474.000 M | 1.50000 711.00| 1.12000 530.88| 1.16000 549.84 Dotted Temporary Traffic Stripe (Paint) | | | 0730 701H000M 500.000 M | 3.50000 1750.00| 3.51000 1755.00| 3.63000 1815.00 Solid Traffic Stripe Removed (Paint) | | | 0740 701H001M 40.000 M | 3.50000 140.00| 3.51000 140.40| 3.63000 145.20 Solid Traffic Stripe Removed (Plastic) | | | 0750 701H005M 30.000 M | 3.50000 105.00| 3.51000 105.30| 3.63000 108.90 Broken Traffic Stripe Removed (Paint) | | | 0760 701H006M 30.000 M | 3.50000 105.00| 3.51000 105.30| 3.63000 108.90 Broken Traffic Stripe Removed (Plastic) | | | 0770 703A002M 140.000 M2 | 60.00000 8400.00| 57.78000 8089.20| 59.83000 8376.20 Traffic Control Markings, Class 2, Type | | | A | | | 0780 703B002M 15.000 M2 | 60.00000 900.00| 57.78000 866.70| 59.83000 897.45 Traffic Control Legends, Class 2, Type | | | 0790 703D002M 399.000 M2 | 20.00000 7980.00| 17.12000 6830.88| 17.73000 7074.27 Temporary Traffic Control Markings | | | (Paint) | | | 0800 705A023M 94.000 EACH| 6.00000 564.00| 6.42000 603.48| 6.65000 625.10 Pavement Markers, Class C, Type 2-D | | | 0810 705A030M 15.000 EACH| 6.00000 90.00| 6.42000 96.30| 6.65000 99.75 Pavement Markers, Class A-H, Type 2-C | | | 0820 705A031M 65.000 EACH| 6.00000 390.00| 6.42000 417.30| 6.65000 432.25 Pavement Markers, Class A-H, Type 1-A | | | 0830 705A032M 20.000 EACH| 6.00000 120.00| 6.42000 128.40| 6.65000 133.00 Pavement Markers, Class A-H, Type 1-B | | | 0840 705A037M 55.000 EACH| 6.00000 330.00| 6.42000 353.10| 6.65000 365.75 Pavement Markers, Class A-H, Type 2-D | | | 0850 726A000M 300.000 M | 150.00000 45000.00| 80.25000 24075.00| 83.10000 24930.00 Portable Concrete Safety Barriers, Type | | | 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 035 -7 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040402035 COUNTIES : TUSCALOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04047 |( 2 ) 01087 |( 3 ) 18024 |DRM UTILITIES, LLC |APAC-SOUTHEAST, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 726A001M 8.000 M | 460.00000 3680.00| 176.55000 1412.40| 182.82000 1462.56 Portable Concrete Safety Barriers, Type | | | 6-A | | | 0870 726D020M 2.000 EACH| 4500.00000 9000.00| 6955.00000 13910.00| 7202.00000 14404.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-2) | | | 0880 730A012M LUMP| 1800.00000 1800.00| 909.50000 909.50| 941.80000 941.80 Removal Of Existing Traffic Control | | | Unit (Partial) ( Fifth Street @ Old | | | Bridge Ave.) | | | 0890 730C000M LUMP| 2000.00000 2000.00| 1203.75000 1203.75| 1246.50000 1246.50 Furnishing And Installing Traffic | | | Control Unit( Fifth Street Sta. 32+59, | | | 11 m Rt.) | | | 0900 730C001M LUMP| 2000.00000 2000.00| 1203.75000 1203.75| 1246.50000 1246.50 Furnishing And Installing Traffic | | | Control Unit ( Fifth Street Sta. 35+62, | | | 10m Lt.) | | | 0910 730C016M LUMP| 1000.00000 1000.00| 1203.75000 1203.75| 1246.50000 1246.50 Furnishing and Installing Traffic | | | Control Unit (Partial) (Fifth Street @ | | | Old Bridge Ave) | | | 0920 730E000M 1.000 EACH| 650.00000 650.00| 1070.00000 1070.00| 1108.00000 1108.00 Metal Traffic Signal Pole Foundation | | | 0930 730G001M 1.000 EACH| 6400.00000 6400.00| 5737.34000 5737.34| 5941.10000 5941.10 Metal Traffic Signal Strain Pole | | | 0940 730H001M 1072.000 M | 10.50000 11256.00| 10.52000 11277.44| 10.89000 11674.08 Loop Wire | | | 0950 730I001M 93.000 M | 23.00000 2139.00| 1.77000 164.61| 1.83000 170.19 Loop Dectector Lead-In-Cable | | | 0960 730J010M 8.000 EACH| 225.00000 1800.00| 165.85000 1326.80| 171.74000 1373.92 Vehicle Loop Detector | | | 0970 730L005M 140.000 M | 17.50000 2450.00| 3.53000 494.20| 3.66000 512.40 53 Millimeter Non-Metallic, Conduit | | | 0980 730N010M 1.000 EACH| 900.00000 900.00| 267.50000 267.50| 277.00000 277.00 Luminaire Extension Assembly, (3.7m) | | | Fifth Street @ Old Bridge Ave | | | 0990 730O050M 1.000 EACH| 2450.00000 2450.00| 2872.95000 2872.95| 2974.98000 2974.98 Illuminated School Zone Speed Limit Sig | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 035 -8 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040402035 COUNTIES : TUSCALOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04047 |( 2 ) 01087 |( 3 ) 18024 |DRM UTILITIES, LLC |APAC-SOUTHEAST, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 730O051M 1.000 EACH| 2450.00000 2450.00| 2872.95000 2872.95| 4082.98000 4082.98 Illuminated School Zone Speed Limit Sig | | | 1010 730P011M 2.000 EACH| 350.00000 700.00| 444.59000 889.18| 460.37000 920.74 Vehicular Signal Head, 300 Millimeter 3 | | | Section, Type Incandescent | | | 1020 730P013M 2.000 EACH| 600.00000 1200.00| 761.36000 1522.72| 788.40000 1576.80 Vehicular Signal Head, 300 Millimeter, | | | 5 Section, Type Incandescent | | | 1030 740B000M 58.000 M2 | 86.00000 4988.00| 84.26000 4887.08| 95.00000 5510.00 Construction Signs | | | 1040 740D000M 120.000 EACH| 63.00000 7560.00| 61.79000 7414.80| 59.00000 7080.00 Channelizing Drums | | | 1050 740E000M 200.000 EACH| 12.50000 2500.00| 15.96000 3192.00| 10.00000 2000.00 Cones (900 mm High) | | | 1060 740F002M 4.000 EACH| 250.00000 1000.00| 342.04000 1368.16| 192.50000 770.00 Barricades, Type III | | | 1070 740I005M 2.000 EACH| 125.00000 250.00| 421.32000 842.64| 350.00000 700.00 Warning Lights, Type B (Detachable Head | | | 1080 740M001M 200.000 EACH| 8.00000 1600.00| 0.67000 134.00| 10.00000 2000.00 Ballast For Cone | | | 1090 741C010M 2.000 EACH| 6500.00000 13000.00| 4044.60000 8089.20| 3500.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1100 742A001M 2.000 EACH| 18000.00000 36000.00| 11796.75000 23593.50| 10500.00000 21000.00 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,594,852.00| $ 1,599,000.00| $ 1,700,555.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,594,852.00| $ 1,599,000.00| $ 1,700,555.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20040402037 COUNTIES : MADISON LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 CONTRACT TIME : 450 Calendar Days CONTRACT DESCRIPTION : HUNTSVILLE PROJECT(S) : RECA-8512(601) for constructing the Additional Lanes (Grade, Drainage, Pavement and Bridges) on Martin Road from east of Patton Road to Gate 1 on the Redstone Arsenal in Huntsville. Length 1.338 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 5,294,101.71 100.0000% 2 20047 T & K CONSTRUCTION, L.L.C. $ 6,581,635.25 124.3202% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040402037 COUNTIES : MADISON LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 20047 |( ) |APAC-SOUTHEAST, INC. |T & K CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 66000.00000 66000.00| 57717.58000 57717.58| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 22 Acres) | | | 0020 206A000 LUMP| 13260.00000 13260.00| 72500.00000 72500.00| Removal Of Old Bridge, Station 34+05.27 | | | 0030 206A001 LUMP| 13260.00000 13260.00| 72500.00000 72500.00| Removal Of Old Bridge, Station 53+73.48 | | | 0040 206D000 148.000 LF | 1.45000 214.60| 8.34000 1234.32| Removing Pipe | | | 0050 210A000 12024.000 CUYD| 5.28000 63486.72| 5.60000 67334.40| Unclassified Excavation | | | 0060 210C000 56.000 CUYD| 3.83000 214.48| 30.25000 1694.00| Muck Excavation | | | 0070 210D000 129622.000 CUYD| 6.97000 903465.34| 7.13000 924204.86| Borrow Excavation | | | 0080 210E001 46284.000 CUYD| 7.07000 327227.88| 14.60000 675746.40| Borrow Excavation (Underwater | | | Embankment) | | | 0090 214A000 353.000 CUYD| 0.01000 3.53| 22.96000 8104.88| Structure Excavation | | | 0100 214B001 191.000 CUYD| 9.07000 1732.37| 18.25000 3485.75| Foundation Backfill, Commercial | | | 0110 230A000 63.000 RBST| 17.86000 1125.18| 550.00000 34650.00| Roadbed Processing | | | 0120 240A001 8.000 EACH| 1537.16000 12297.28| 700.00000 5600.00| Settlement Monitoring Device | | | 0130 301A004 693.000 SQYD| 3.72000 2577.96| 4.35000 3014.55| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0140 301A012 43286.000 SQYD| 4.12000 178338.32| 5.35000 231580.10| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 306E000 1.000 EACH| 6267.03000 6267.03| 6407.00000 6407.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040402037 COUNTIES : MADISON LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 20047 |( ) |APAC-SOUTHEAST, INC. |T & K CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 315A004 964.000 SY | 9.68000 9331.52| 6.30000 6073.20| Drainage Plane Material, 12 Inches Thic | | | 0170 401A000 48441.000 SQYD| 0.43000 20829.63| 0.66000 31971.06| Bituminous Treatment A | | | 0180 405A000 1283.000 GAL | 1.44000 1847.52| 1.76000 2258.08| Tack Coat | | | 0190 408A052 3924.000 SQYD| 1.40000 5493.60| 1.92000 7534.08| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0200 410B000 1.000 EACH| 5777.41000 5777.41| 2200.00000 2200.00| State Furnished Profilograph | | | 0210 424A340 3735.000 TON | 37.50000 140062.50| 38.00000 141930.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0220 424A346 463.000 TON | 40.08000 18557.04| 45.10000 20881.30| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0230 424B636 8778.000 TON | 29.95000 262901.10| 35.20000 308985.60| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0240 424B644 397.000 TON | 39.03000 15494.91| 44.00000 17468.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0250 424C340 6973.000 TON | 31.69000 220974.37| 34.10000 237779.30| Superpave Bituminous Concrete Base | | | Layer 1" Maximum Aggregate Size Mix, | | | ESAL Range A/B | | | 0260 430B018 1000.000 TON | 13.06000 13060.00| 11.20000 11200.00| Aggregate Surfacing (ALDOT #410 | | | Modified Or #467) | | | 0270 450B000 624.000 SQYD| 68.34000 42644.16| 62.00000 38688.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A001 24037.000 LB | 0.87000 20912.19| 0.69000 16585.53| Steel Reinforcement (Grade 60) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040402037 COUNTIES : MADISON LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 20047 |( ) |APAC-SOUTHEAST, INC. |T & K CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 502B000 LUMP| 51000.00000 51000.00| 44000.00000 44000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 33+95.00, | | | Approx. 62549 lbs | | | 0300 502B001 LUMP| 52020.00000 52020.00| 44000.00000 44000.00| Steel Reinforcement For Bridge | | | Superstructure Station 53+60.00, Approx.| | | 63,785 lbs. | | | 0310 505G003 104.000 EACH| 107.10000 11138.40| 100.00000 10400.00| Pile Points (Type A, 12") | | | 0320 505M002 4560.000 LF | 35.70000 162792.00| 30.00000 136800.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0330 508A000 15782.000 LB | 2.70000 42611.40| 3.50000 55237.00| Structural Steel | | | 0340 510A000 264.000 CUYD| 377.40000 99633.60| 425.00000 112200.00| Bridge Substructure Concrete, Class A | | | 0350 510C051 LUMP| 136680.00000 136680.00| 150000.00000 150000.00| Bridge Concrete Superstructure, Station | | | 33+95.00, Approx. 356 cu yds | | | 0360 510C052 LUMP| 137700.00000 137700.00| 155000.00000 155000.00| Bridge Concrete Superstructure, Station | | | 53+60.00, Approx. 363 cu yds | | | 0370 510E000 1842.000 SQYD| 2.50000 4605.00| 4.00000 7368.00| Grooving Concrete Bridge Decks | | | 0380 511A001 48.000 EACH| 193.80000 9302.40| 175.00000 8400.00| Elastomeric Bearings, Type 2 | | | 0390 513B015 2933.000 LF | 139.49000 409124.17| 140.00000 410620.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0400 530A001 448.000 LF | 24.91000 11159.68| 29.46000 13198.08| 18" Roadway Pipe (Class 3 R.C.) | | | 0410 530A002 328.000 LF | 35.83000 11752.24| 34.41000 11286.48| 24" Roadway Pipe (Class 3 R.C.) | | | 0420 530A101 16.000 LF | 53.96000 863.36| 45.49000 727.84| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0430 600A000 LUMP| 474135.34000 474135.34| 772382.00000 772382.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040402037 COUNTIES : MADISON LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 20047 |( ) |APAC-SOUTHEAST, INC. |T & K CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 601A000 1.000 EACH| 11791.94000 11791.94| 11687.50000 11687.50| Furnishing Base, Soil And Structure | | | Laboratories | | | 0450 603A002 1.000 EACH| 17783.22000 17783.22| 30250.00000 30250.00| Furnishing Type 3 Field Office | | | 0460 607A000 352.000 LF | 3.29000 1158.08| 25.00000 8800.00| Drill Holes | | | 0470 607B000 5880.000 LF | 1.64000 9643.20| 4.40000 25872.00| Vertical Drainage Wicks | | | 0480 607C000 54.000 CUYD| 16.13000 871.02| 38.00000 2052.00| Granular Backfill For Drilled Holes | | | 0490 608A000 2712.000 SQYD| 2.12000 5749.44| 2.50000 6780.00| Separation Geotextile | | | 0500 610C001 8186.000 TON | 15.09000 123526.74| 18.00000 147348.00| Loose Riprap, Class 2 | | | 0510 610D003 3292.000 SQYD| 4.31000 14188.52| 2.60000 8559.20| Filter Blanket, Geotextile | | | 0520 619A002 7.000 EACH| 721.35000 5049.45| 750.00000 5250.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0530 619A003 4.000 EACH| 1040.37000 4161.48| 800.00000 3200.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0540 620A000 2.000 CUYD| 994.07000 1988.14| 722.87000 1445.74| Minor Structure Concrete | | | 0550 621A005 2.000 EACH| 1224.00000 2448.00| 1675.00000 3350.00| Junction Boxes, Type 1 | | | 0560 621C020 3.000 EACH| 1734.00000 5202.00| 2100.00000 6300.00| Inlets, Type Y | | | 0570 621C069 5.000 EACH| 3570.00000 17850.00| 4000.00000 20000.00| Inlets, Type E3 | | | 0580 621D019 2.000 EACH| 438.60000 877.20| 310.00000 620.00| Inlet Units, Type Y | | | 0590 621D046 5.000 EACH| 423.30000 2116.50| 340.00000 1700.00| Inlet Units, Type E3 | | | 0600 629A000 6169.000 LF | 30.60000 188771.40| 39.60000 244292.40| Concrete Median Or Safety Barrier, Type | | | 6 | | | 0610 629A048 5099.000 LF | 30.60000 156029.40| 35.75000 182289.25| Concrete Median Or Safety Barrier, Type | | | 1 (Reinforced) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 037 -6 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040402037 COUNTIES : MADISON LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 20047 |( ) |APAC-SOUTHEAST, INC. |T & K CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 629C002 2.000 EACH| 1530.00000 3060.00| 2050.00000 4100.00| Concrete Median Or Safety Barrier End | | | Section, (Type TES) | | | 0630 630A001 296.000 LF | 12.75000 3774.00| 12.50000 3700.00| Steel Beam Guardrail, Class A, Type 2 | | | 0640 630C003 4.000 EACH| 1020.00000 4080.00| 1000.00000 4000.00| Guardrail End Anchor, Type 13 | | | 0650 630C050 4.000 EACH| 1530.00000 6120.00| 1500.00000 6000.00| Guardrail End Anchor, Type 20 Series | | | 0660 636A002 4400.000 LF | 4.85000 21340.00| 9.25000 40700.00| Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0670 637A001 80.000 LF | 26.85000 2148.00| 10.00000 800.00| Fence Reset (Includes All Types) | | | 0680 650A000 910.000 CUYD| 7.67000 6979.70| 8.40000 7644.00| Topsoil | | | 0690 650B000 6496.000 CUYD| 6.60000 42873.60| 4.31000 27997.76| Topsoil From Stockpiles | | | 0700 652A057 13.000 ACRE| 606.49000 7884.37| 1000.00000 13000.00| Seeding (Mix 3A) | | | 0710 652B055 7.000 ACRE| 490.70000 3434.90| 875.00000 6125.00| Temporary Seeding (Mix 3AT) | | | 0720 652C000 13.000 ACRE| 104.75000 1361.75| 130.20000 1692.60| Mowing | | | 0730 652D057 7.000 ACRE| 501.74000 3512.18| 1750.00000 12250.00| Seeding In Stubble (Mix 3A) | | | 0740 654A001 1461.000 SQYD| 4.41000 6443.01| 5.00000 7305.00| Solid Sodding (Bermuda) | | | 0750 656A000 20.000 ACRE| 468.65000 9373.00| 1000.00000 20000.00| Mulching, Class A, Type 1 | | | 0760 658A003 2.000 ACRE| 1323.25000 2646.50| 3500.00000 7000.00| Hydro-Seeding & Mulching (Mix 3E) | | | 0770 659A001 147.000 SQYD| 1.93000 283.71| 6.50000 955.50| Erosion Control Netting, Class B | | | 0780 659A021 5000.000 SQYD| 2.20000 11000.00| 2.90000 14500.00| Erosion Control Netting, Class B | | | (Hydraulically Applied Wood Fiber | | | Matrix) | | | 0790 665A000 6.000 ACRE| 490.70000 2944.20| 800.00000 4800.00| Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 037 -7 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040402037 COUNTIES : MADISON LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 20047 |( ) |APAC-SOUTHEAST, INC. |T & K CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 665B000 6.000 ACRE| 490.70000 2944.20| 800.00000 4800.00| Temporary Mulching | | | 0810 665C000 100.000 LF | 25.60000 2560.00| 29.87000 2987.00| 15" Temporary Pipe | | | 0820 665E000 500.000 SQYD| 2.84000 1420.00| 1.07000 535.00| Polyethylene | | | 0830 665F000 506.000 EACH| 7.69000 3891.14| 8.74000 4422.44| Hay Bales | | | 0840 665G000 500.000 EACH| 5.16000 2580.00| 7.06000 3530.00| Sand Bags | | | 0850 665I000 3718.000 TON | 14.58000 54208.44| 17.13000 63689.34| Temporary Riprap, Class 2 | | | 0860 665J000 14048.000 LF | 3.21000 45094.08| 4.85000 68132.80| Silt Fence, Type A | | | 0870 665L000 905.000 LF | 13.79000 12479.95| 10.00000 9050.00| Floating Basin Boom | | | 0880 666A001 13.000 ACRE| 27.57000 358.41| 198.00000 2574.00| Pest Control Treatment | | | 0890 680A000 LUMP| 33529.53000 33529.53| 185249.00000 185249.00| Engineering Controls | | | 0900 701A028 3.000 MILE| 1836.00000 5508.00| 1900.00000 5700.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0910 701A032 3.000 MILE| 1938.00000 5814.00| 1900.00000 5700.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0920 701A041 3.000 MILE| 1014.90000 3044.70| 995.00000 2985.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0930 701C002 2.000 MILE| 535.50000 1071.00| 525.00000 1050.00| Broken Temporary Traffic Stripe (Paint) | | | 0940 701C003 5.000 MILE| 586.50000 2932.50| 575.00000 2875.00| Solid Temporary Traffic Stripe (Paint) | | | 0950 701E003 1000.000 LF | 1.53000 1530.00| 1.50000 1500.00| Solid Temporary Traffic Stripe (Tape) | | | 0960 701G121 500.000 LF | 2.04000 1020.00| 2.00000 1000.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0970 701G125 500.000 LF | 4.59000 2295.00| 4.50000 2250.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 037 -8 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20040402037 COUNTIES : MADISON LETTING DATE : 04/02/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 20047 |( ) |APAC-SOUTHEAST, INC. |T & K CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 701G133 500.000 LF | 4.59000 2295.00| 4.50000 2250.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0990 701H002 1000.000 LF | 1.02000 1020.00| 1.00000 1000.00| Solid Traffic Stripe Removed (Tape) | | | 1000 705A023 170.000 EACH| 6.12000 1040.40| 6.00000 1020.00| Pavement Markers, Class C, Type 2-D | | | 1010 705A031 177.000 EACH| 6.12000 1083.24| 6.00000 1062.00| Pavement Markers, Class A-H, Type 1-A | | | 1020 720A026 2.000 EACH| 13770.00000 27540.00| 13500.00000 27000.00| Vehicular Impact Attenuator | | | Assembly(Bi-directional, TL-3) | | | 1030 726B000 6185.000 LF | 55.28000 341906.80| 44.81000 277149.85| Portable Concrete Safety Barriers, Type | | | 6 | | | 1040 728A000 1.000 EACH| 25853.39000 25853.39| 17000.00000 17000.00| Truck Mounted Impact Attenuator Unit | | | 1050 740B000 622.000 SQFT| 20.21000 12570.62| 16.55000 10294.10| Construction Signs | | | 1060 740D000 375.000 EACH| 2.13000 798.75| 98.82000 37057.50| Channelizing Drums | | | 1070 740E000 50.000 EACH| 0.01000 0.50| 14.29000 714.50| Cones (36 Inches High) | | | 1080 740F002 6.000 EACH| 270.74000 1624.44| 221.28000 1327.68| Barricades, Type III | | | 1090 740I005 6.000 EACH| 658.04000 3948.24| 366.20000 2197.20| Warning Lights, Type B (Detachable Head | | | 1100 740M001 50.000 EACH| 0.01000 0.50| 8.39000 419.50| Ballast For Cone | | | 1110 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,294,101.71| $ 6,581,635.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,294,101.71| $ 6,581,635.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20040402042 COUNTIES : BARBOUR LETTING DATE : 04/02/04 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-003-001-003 for constructing the Planing, Resurfacing and Traffic Stripe on U.S.# 431 from Country Club of Alabama to Paul Lee Parkway south of Eufaula. Length - 3.519 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,194,664.45 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,273,329.76 106.5847% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040402042 COUNTIES : BARBOUR LETTING DATE : 04/02/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 3241.000 CUYD| 6.62000 21455.42| 4.50000 14584.50| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 212A000 678.000 STA | 42.43000 28767.54| 35.00000 23730.00| Machine Grading Shoulders | | | 0030 401B108 95286.000 SQYD| 0.78000 74323.08| 0.95000 90521.70| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 3523.000 GAL | 3.23000 11379.29| 2.00000 7046.00| Tack Coat | | | 0050 408A052 95286.000 SQYD| 0.46000 43831.56| 0.75000 71464.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 9690.000 TON | 44.00000 426360.00| 42.85000 415216.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 500.000 TON | 63.00000 31500.00| 37.00000 18500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A367 9700.000 TON | 42.00000 407400.00| 44.75000 434075.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 18306.00000 18306.00| 52500.00000 52500.00| Mobilization | | | 0100 651B000 37.000 TON | 30.00000 1110.00| 30.00000 1110.00| Agricultural Limestone | | | 0110 652A061 19.000 ACRE| 375.00000 7125.00| 375.00000 7125.00| Seeding (Mix 3E) | | | 0120 656A000 19.000 ACRE| 342.00000 6498.00| 342.00000 6498.00| Mulching, Class A, Type 1 | | | 0130 665F000 100.000 EACH| 6.00000 600.00| 6.00000 600.00| Hay Bales | | | 0140 665J000 1500.000 LF | 2.90000 4350.00| 2.90000 4350.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040402042 COUNTIES : BARBOUR LETTING DATE : 04/02/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 680A000 LUMP| 6600.00000 6600.00| 12000.00000 12000.00| Engineering Controls | | | 0160 701A028 8.000 MILE| 1480.00000 11840.00| 1480.00000 11840.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A032 7.000 MILE| 1480.00000 10360.00| 1480.00000 10360.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 7.000 MILE| 960.00000 6720.00| 960.00000 6720.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 4440.000 LF | 0.80000 3552.00| 0.80000 3552.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 14.000 MILE| 420.00000 5880.00| 420.00000 5880.00| Broken Temporary Traffic Stripe | | | 0210 701C001 29.000 MILE| 490.00000 14210.00| 490.00000 14210.00| Solid Temporary Traffic Stripe | | | 0220 701D007 1.000 MILE| 1650.00000 1650.00| 1650.00000 1650.00| Solid Traffic Stripe Removed (Paint) | | | 0230 701D008 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Plastic) | | | 0240 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0250 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0260 701G121 1432.000 LF | 1.45000 2076.40| 1.45000 2076.40| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G125 1432.000 LF | 3.84000 5498.88| 3.84000 5498.88| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701G133 1432.000 LF | 3.84000 5498.88| 3.84000 5498.88| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 703A002 2700.000 SQFT| 2.25000 6075.00| 2.25000 6075.00| Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 1333.000 SQFT| 3.25000 4332.25| 3.25000 4332.25| Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040402042 COUNTIES : BARBOUR LETTING DATE : 04/02/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703D001 2700.000 SQFT| 1.30000 3510.00| 1.30000 3510.00| Temporary Traffic Control Markings | | | 0320 703E001 526.000 SQFT| 1.30000 683.80| 1.30000 683.80| Temporary Traffic Control Legends | | | 0330 705A030 447.000 EACH| 5.00000 2235.00| 5.00000 2235.00| Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 851.000 EACH| 5.00000 4255.00| 5.00000 4255.00| Pavement Markers, Class A-H, Type 1-A | | | 0350 705A037 15.000 EACH| 5.00000 75.00| 5.00000 75.00| Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 1341.000 SQFT| 7.35000 9856.35| 7.35000 9856.35| Construction Signs | | | 0370 740E000 100.000 EACH| 5.00000 500.00| 10.00000 1000.00| Cones (36 Inches High) | | | 0380 740M001 100.000 EACH| 3.00000 300.00| 5.00000 500.00| Ballast For Cone | | | 0390 741C010 2.000 EACH| 300.00000 600.00| 1050.00000 2100.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0400 742A001 2.000 EACH| 300.00000 600.00| 3675.00000 7350.00| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,194,664.45| $ 1,273,329.76| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,194,664.45| $ 1,273,329.76| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20040402044 COUNTIES : BLOUNT LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-005-079-001 for constructing the Resurfacing and Traffic Stripe on S.R.#79 from S.R.#53 (U.S.#231) in Cleveland to S.R.#74 (U.S.#278) in Brooksville. Length 10.946 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,659,524.19 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20040402044 COUNTIES : BLOUNT LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 23024 |( ) |WHITAKER CONTRACTING CORPOR |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 5.000 EACH| 150.00000 750.00| | Mailbox Reset, Single | | | 0020 209A001 5.000 EACH| 175.00000 875.00| | Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 200.00000 200.00| | Mailbox Reset, Multiple | | | 0040 305A040 3000.000 CUYD| 18.03000 54090.00| | Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0050 401B100 179896.000 SQYD| 0.63000 113334.48| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 5773.000 GAL | 1.00000 5773.00| | Tack Coat | | | 0070 424A356 7696.000 TON | 39.71000 305608.16| | Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0080 424B650 21555.000 TON | 36.35000 783524.25| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B655 500.000 TON | 46.54000 23270.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B658 2300.000 TON | 45.78000 105294.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 160000.00000 160000.00| | Mobilization | | | 0120 665F000 2067.000 EACH| 3.00000 6201.00| | Hay Bales | | | 0130 665J000 3430.000 LF | 1.00000 3430.00| | Silt Fence, Type A | | | 0140 701A028 22.000 MILE| 1490.00000 32780.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20040402044 COUNTIES : BLOUNT LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 23024 |( ) |WHITAKER CONTRACTING CORPOR |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A046 11.000 MILE| 990.00000 10890.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 4.000 MILE| 1690.00000 6760.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 418.000 LF | 0.80000 334.40| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C000 31.000 MILE| 480.00000 14880.00| | Broken Temporary Traffic Stripe | | | 0190 701C001 12.000 MILE| 580.00000 6960.00| | Solid Temporary Traffic Stripe | | | 0200 703A002 1311.000 SQFT| 2.50000 3277.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 134.000 SQFT| 3.50000 469.00| | Traffic Control Legends, Class 2, Type | | | 0220 703D001 1368.000 SQFT| 1.30000 1778.40| | Temporary Traffic Control Markings | | | 0230 705A031 330.000 EACH| 5.00000 1650.00| | Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 177.000 EACH| 5.00000 885.00| | Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 755.000 EACH| 5.00000 3775.00| | Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 1130.000 SQFT| 9.50000 10735.00| | Construction Signs | | | 0270 740E000 250.000 EACH| 7.00000 1750.00| | Cones (36 Inches High) | | | 0280 740M001 250.000 EACH| 1.00000 250.00| | Ballast For Cone | | | SECTION TOTALS | $ 1,659,524.19| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,659,524.19| $ 1,273,329.76| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20040402045 COUNTIES : BULLOCK LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-006-110-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#110 from the Montgomery County line (MP 14.128) to U.S.#82 (MP 32.259). Length 18.131 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,850,075.53 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 1,881,905.80 101.7205% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,954,094.61 105.6224% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040402045 COUNTIES : BULLOCK LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, 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 210D021 7810.000 CUYD| 11.00000 85910.00| 8.50000 66385.00| 4.00000 31240.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 401B113 101500.000 SQYD| 0.77000 78155.00| 0.76000 77140.00| 0.74000 75110.00 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0030 405A000 21000.000 GAL | 0.85000 17850.00| 0.90000 18900.00| 0.25000 5250.00 Tack Coat | | | 0040 408A052 155000.000 SQYD| 0.84000 130200.00| 0.78000 120900.00| 0.77000 119350.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 22115.000 TON | 28.95000 640229.25| 29.20000 645758.00| 31.35000 693305.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 4000.000 TON | 35.00000 140000.00| 31.25000 125000.00| 29.00000 116000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B650 17902.000 TON | 28.45000 509311.90| 28.15000 503941.30| 30.65000 548696.30 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B654 250.000 TON | 60.00000 15000.00| 60.00000 15000.00| 75.00000 18750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 10800.00000 10800.00| 85300.00000 85300.00| 125000.00000 125000.00 Mobilization | | | 0100 652A056 36.000 ACRE| 350.00000 12600.00| 350.00000 12600.00| 348.00000 12528.00 Seeding (Mix 2E) | | | 0110 656A000 36.000 ACRE| 350.00000 12600.00| 330.00000 11880.00| 328.11000 11811.96 Mulching, Class A, Type 1 | | | 0120 665F000 300.000 EACH| 5.50000 1650.00| 5.50000 1650.00| 5.47000 1641.00 Hay Bales | | | 0130 665J000 5000.000 LF | 2.35000 11750.00| 2.35000 11750.00| 2.34000 11700.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040402045 COUNTIES : BULLOCK LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A028 38.000 MILE| 1480.00000 56240.00| 1480.00000 56240.00| 1471.54000 55918.52 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A032 19.000 MILE| 1480.00000 28120.00| 1480.00000 28120.00| 1471.54000 27959.26 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A046 15.000 MILE| 970.00000 14550.00| 970.00000 14550.00| 964.45000 14466.75 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701C000 25.000 MILE| 425.00000 10625.00| 425.00000 10625.00| 422.57000 10564.25 Broken Temporary Traffic Stripe | | | 0180 701C001 91.000 MILE| 490.00000 44590.00| 490.00000 44590.00| 487.20000 44335.20 Solid Temporary Traffic Stripe | | | 0190 701G125 2625.000 LF | 3.57000 9371.25| 3.57000 9371.25| 3.55000 9318.75 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G129 1425.000 LF | 1.49000 2123.25| 1.49000 2123.25| 1.48000 2109.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G133 125.000 LF | 7.14000 892.50| 7.14000 892.50| 7.10000 887.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701H001 2750.000 LF | 0.50000 1375.00| 0.50000 1375.00| 0.50000 1375.00 Solid Traffic Stripe Removed (Plastic) | | | 0230 701H006 1550.000 LF | 0.50000 775.00| 0.50000 775.00| 0.50000 775.00 Broken Traffic Stripe Removed (Plastic) | | | 0240 703A002 550.000 SQFT| 2.25000 1237.50| 2.25000 1237.50| 2.24000 1232.00 Traffic Control Markings, Class 2, Type | | | A | | | 0250 703D001 550.000 SQFT| 1.30000 715.00| 1.30000 715.00| 1.29000 709.50 Temporary Traffic Control Markings | | | 0260 705A032 600.000 EACH| 5.00000 3000.00| 5.00000 3000.00| 4.97000 2982.00 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 1575.000 EACH| 5.00000 7875.00| 5.00000 7875.00| 4.97000 7827.75 Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 314.000 SQFT| 7.42000 2329.88| 8.00000 2512.00| 7.33000 2301.62 Construction Signs | | | 0290 740E000 100.000 EACH| 1.00000 100.00| 12.00000 1200.00| 6.00000 600.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040402045 COUNTIES : BULLOCK LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 01023 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740M001 100.000 EACH| 1.00000 100.00| 5.00000 500.00| 3.50000 350.00 Ballast For Cone | | | SECTION TOTALS | $ 1,850,075.53| $ 1,881,905.80| $ 1,954,094.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,850,075.53| $ 1,881,905.80| $ 1,954,094.61 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20040402046 COUNTIES : LAWRENCE LETTING DATE : 04/02/04 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-040-033-001 for constructing the Resurfacing and Traffic Stripe on S.R.#33 from M.P. 28.520 north of Moulton to M.P. 35.528. Length - 7.008 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 826,488.35 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 894,208.62 108.1937% 3 19010 SHELBY CONTRACTING CO., INC. $ 902,835.49 109.2375% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040402046 COUNTIES : LAWRENCE LETTING DATE : 04/02/04 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 209A000 13.000 EACH| 200.00000 2600.00| 102.19000 1328.47| 80.00000 1040.00 Mailbox Reset, Single | | | 0020 209A001 21.000 EACH| 300.00000 6300.00| 102.19000 2145.99| 80.00000 1680.00 Mailbox Reset, Double | | | 0030 209A002 26.000 EACH| 400.00000 10400.00| 181.54000 4720.04| 125.00000 3250.00 Mailbox Reset, Multiple | | | 0040 305B060 3052.000 TON | 12.00000 36624.00| 10.65000 32503.80| 12.00000 36624.00 Crushed Aggregate, Section 825, Type B, | | | for Miscellaneous Use | | | 0050 405A000 6909.000 GAL | 1.50000 10363.50| 1.31000 9050.79| 1.00000 6909.00 Tack Coat | | | 0060 408A051 1734.000 SQYD| 3.65000 6329.10| 2.18000 3780.12| 4.00000 6936.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 424A356 4690.000 TON | 37.50000 175875.00| 39.16000 183660.40| 37.09000 173952.10 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0080 424A359 65.000 TON | 45.00000 2925.00| 36.93000 2400.45| 36.96000 2402.40 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0090 424B654 1410.000 TON | 36.50000 51465.00| 50.16000 70725.60| 34.11000 48095.10 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B658 14188.000 TON | 28.00000 397264.00| 31.02000 440111.76| 36.50000 517862.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 428C000 6106.000 LF | 1.00000 6106.00| 0.77000 4701.62| 0.69000 4213.14 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0120 600A000 LUMP| 18699.00000 18699.00| 23587.64000 23587.64| 9610.00000 9610.00 Mobilization | | | 0130 680A000 LUMP| 2000.00000 2000.00| 7618.49000 7618.49| 1650.00000 1650.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040402046 COUNTIES : LAWRENCE LETTING DATE : 04/02/04 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 701A028 14.000 MILE| 1575.00000 22050.00| 1606.50000 22491.00| 1575.00000 22050.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A046 4.000 MILE| 925.00000 3700.00| 943.50000 3774.00| 925.00000 3700.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 10.000 MILE| 1750.00000 17500.00| 1785.00000 17850.00| 1750.00000 17500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701C000 8.000 MILE| 480.00000 3840.00| 489.60000 3916.80| 480.00000 3840.00 Broken Temporary Traffic Stripe | | | 0180 701C001 48.000 MILE| 575.00000 27600.00| 586.50000 28152.00| 575.00000 27600.00 Solid Temporary Traffic Stripe | | | 0190 701G125 494.000 LF | 4.00000 1976.00| 4.08000 2015.52| 4.00000 1976.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G133 494.000 LF | 4.00000 1976.00| 4.08000 2015.52| 4.00000 1976.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701H001 988.000 LF | 0.50000 494.00| 0.51000 503.88| 0.50000 494.00 Solid Traffic Stripe Removed (Plastic) | | | 0220 703A002 466.000 SQFT| 2.50000 1165.00| 2.55000 1188.30| 2.50000 1165.00 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 360.000 SQFT| 1.50000 540.00| 1.53000 550.80| 1.50000 540.00 Temporary Traffic Control Markings | | | 0240 705A032 236.000 EACH| 5.75000 1357.00| 5.87000 1385.32| 5.75000 1357.00 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 673.000 EACH| 5.75000 3869.75| 5.87000 3950.51| 5.75000 3869.75 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 598.000 SQFT| 15.00000 8970.00| 11.97000 7158.06| 3.00000 1794.00 Construction Signs | | | 0270 740D000 25.000 EACH| 65.00000 1625.00| 0.01000 0.25| 0.00000 0.00 Channelizing Drums | | | 0280 740E000 50.000 EACH| 5.00000 250.00| 0.01000 0.50| 0.00000 0.00 Cones (36 Inches High) | | | 0290 740M001 50.000 EACH| 2.50000 125.00| 0.01000 0.50| 0.00000 0.00 Ballast For Cone | | | 0300 740O000 1.000 EACH| 2500.00000 2500.00| 12920.49000 12920.49| 750.00000 750.00 Pilot Car | | | SECTION TOTALS | $ 826,488.35| $ 894,208.62| $ 902,835.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 826,488.35| $ 894,208.62| $ 902,835.49 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20040402047 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-058-007-001 for constructing the Resurfacing and Traffic Stripe on S.R.#7 (U.S.#11) from S.R.#23 in Springville to S.R.#53 (U.S.#231) in Whitney. Length 10.116 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 722,889.23 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 760,689.40 105.2290% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 779,856.68 107.8805% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 787,324.97 108.9136% 5 01087 APAC-SOUTHEAST, INC. $ 876,747.16 121.2837% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040402047 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 13022 |( 3 ) 07002 |WHITAKER CONTRACTING CORPOR |MCCARTNEY CONSTRUCTION CO., |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 209A000 23.000 EACH| 100.00000 2300.00| 90.00000 2070.00| 130.00000 2990.00 Mailbox Reset, Single | | | 0020 209A001 2.000 EACH| 100.00000 200.00| 200.00000 400.00| 220.00000 440.00 Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 200.00000 200.00| 325.00000 325.00| 300.00000 300.00 Mailbox Reset, Multiple | | | 0040 305A040 300.000 CUYD| 19.08000 5724.00| 20.00000 6000.00| 18.00000 5400.00 Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0050 401B100 141490.000 SQYD| 0.49250 69683.83| 0.45000 63670.50| 0.54000 76404.60 Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 4622.000 GAL | 0.00000 0.00| 0.00000 0.00| 0.10000 462.20 Tack Coat | | | 0070 424A340 11940.000 TON | 37.78000 451093.20| 40.00000 477600.00| 38.48000 459451.20 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424A346 1500.000 TON | 42.45000 63675.00| 40.00000 60000.00| 43.17000 64755.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B640 500.000 TON | 43.52000 21760.00| 60.00000 30000.00| 50.00000 25000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 600A000 LUMP| 13300.00000 13300.00| 35120.00000 35120.00| 50000.00000 50000.00 Mobilization | | | 0110 665F000 50.000 EACH| 8.00000 400.00| 5.00000 250.00| 1.00000 50.00 Hay Bales | | | 0120 665J000 150.000 LF | 3.00000 450.00| 1.00000 150.00| 1.00000 150.00 Silt Fence, Type A | | | 0130 701A028 21.000 MILE| 1490.00000 31290.00| 1400.00000 29400.00| 1504.90000 31602.90 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A046 8.000 MILE| 990.00000 7920.00| 950.00000 7600.00| 999.90000 7999.20 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040402047 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 13022 |( 3 ) 07002 |WHITAKER CONTRACTING CORPOR |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A048 11.000 MILE| 1690.00000 18590.00| 1600.00000 17600.00| 1706.90000 18775.90 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 69.000 LF | 0.80000 55.20| 0.60000 41.40| 0.81000 55.89 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 15.000 MILE| 480.00000 7200.00| 320.00000 4800.00| 484.80000 7272.00 Broken Temporary Traffic Stripe | | | 0180 701C001 22.000 MILE| 560.00000 12320.00| 375.00000 8250.00| 565.60000 12443.20 Solid Temporary Traffic Stripe | | | 0190 703A002 1060.000 SQFT| 2.50000 2650.00| 2.00000 2120.00| 2.53000 2681.80 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 56.000 SQFT| 3.50000 196.00| 2.00000 112.00| 3.54000 198.24 Traffic Control Legends, Class 2, Type | | | 0210 703D001 760.000 SQFT| 1.30000 988.00| 1.00000 760.00| 1.31000 995.60 Temporary Traffic Control Markings | | | 0220 705A031 165.000 EACH| 5.00000 825.00| 4.50000 742.50| 5.05000 833.25 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 290.000 EACH| 5.00000 1450.00| 4.50000 1305.00| 5.05000 1464.50 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 896.000 EACH| 5.00000 4480.00| 4.50000 4032.00| 5.05000 4524.80 Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 605.000 SQFT| 7.00000 4235.00| 13.00000 7865.00| 8.48000 5130.40 Construction Signs | | | 0260 740E000 238.000 EACH| 7.00000 1666.00| 1.00000 238.00| 1.00000 238.00 Cones (36 Inches High) | | | 0270 740M001 238.000 EACH| 1.00000 238.00| 1.00000 238.00| 1.00000 238.00 Ballast For Cone | | | SECTION TOTALS | $ 722,889.23| $ 760,689.40| $ 779,856.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 722,889.23| $ 760,689.40| $ 779,856.68 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040402047 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( 5 ) 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 209A000 23.000 EACH| 158.07000 3635.61| 224.00000 5152.00| Mailbox Reset, Single | | | 0020 209A001 2.000 EACH| 231.02000 462.04| 283.00000 566.00| Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 261.32000 261.32| 609.00000 609.00| Mailbox Reset, Multiple | | | 0040 305A040 300.000 CUYD| 25.11000 7533.00| 65.00000 19500.00| Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0050 401B100 141490.000 SQYD| 0.57000 80649.30| 0.53000 74989.70| Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 4622.000 GAL | 0.79000 3651.38| 0.98000 4529.56| Tack Coat | | | 0070 424A340 11940.000 TON | 39.33000 469600.20| 44.20000 527748.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424A346 1500.000 TON | 45.28000 67920.00| 54.45000 81675.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B640 500.000 TON | 68.15000 34075.00| 75.00000 37500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 600A000 LUMP| 9916.57000 9916.57| 31400.00000 31400.00| Mobilization | | | 0110 665F000 50.000 EACH| 3.64000 182.00| 6.30000 315.00| Hay Bales | | | 0120 665J000 150.000 LF | 3.64000 546.00| 14.35000 2152.50| Silt Fence, Type A | | | 0130 701A028 21.000 MILE| 1715.87000 36033.27| 1470.00000 30870.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A046 8.000 MILE| 1140.08000 9120.64| 997.50000 7980.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040402047 COUNTIES : ST. CLAIR LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( 5 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A048 11.000 MILE| 1946.19000 21408.09| 1680.00000 18480.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 69.000 LF | 0.92000 63.48| 0.63000 43.47| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 15.000 MILE| 552.76000 8291.40| 336.00000 5040.00| Broken Temporary Traffic Stripe | | | 0180 701C001 22.000 MILE| 644.89000 14187.58| 393.75000 8662.50| Solid Temporary Traffic Stripe | | | 0190 703A002 1060.000 SQFT| 2.88000 3052.80| 2.10000 2226.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 56.000 SQFT| 4.03000 225.68| 2.10000 117.60| Traffic Control Legends, Class 2, Type | | | 0210 703D001 760.000 SQFT| 1.50000 1140.00| 1.05000 798.00| Temporary Traffic Control Markings | | | 0220 705A031 165.000 EACH| 5.76000 950.40| 4.73000 780.45| Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 290.000 EACH| 5.76000 1670.40| 4.73000 1371.70| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 896.000 EACH| 5.76000 5160.96| 4.73000 4238.08| Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 605.000 SQFT| 8.49000 5136.45| 7.80000 4719.00| Construction Signs | | | 0260 740E000 238.000 EACH| 6.06000 1442.28| 13.40000 3189.20| Cones (36 Inches High) | | | 0270 740M001 238.000 EACH| 4.24000 1009.12| 8.80000 2094.40| Ballast For Cone | | | SECTION TOTALS | $ 787,324.97| $ 876,747.16| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 787,324.97| $ 876,747.16| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20040402048 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-062-014-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#14 from the Tallapoosa River Bridge (M.P. 192.966) to just west of Tallassee City Limits (M.P. 196.160). Length - 3.194 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 633,006.98 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 703,864.88 111.1939% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 797,624.29 126.0056% 4 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 817,883.56 129.2061% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040402048 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 04013 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 7.000 EACH| 85.00000 595.00| 240.00000 1680.00| 151.75610 1062.29 Mailbox Reset, Single | | | 0020 401B100 59630.000 SQYD| 0.69680 41550.18| 0.70000 41741.00| 0.86120 51353.36 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 2500.000 GAL | 1.20000 3000.00| 0.95000 2375.00| 0.85000 2125.00 Tack Coat | | | 0040 408A052 85915.000 SQYD| 0.50000 42957.50| 0.95000 81619.25| 1.19350 102539.55 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 408A053 137.000 SQYD| 2.00000 274.00| 1.50000 205.50| 15.29150 2094.94 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0060 408A054 700.000 SQYD| 3.00000 2100.00| 1.50000 1050.00| 6.26660 4386.62 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0070 408A055 440.000 SQYD| 5.00000 2200.00| 1.50000 660.00| 9.88600 4349.84 Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0080 424A356 3600.000 TON | 40.23000 144828.00| 39.55000 142380.00| 49.68300 178858.80 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0090 424A359 100.000 TON | 45.00000 4500.00| 91.00000 9100.00| 54.68820 5468.82 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0100 424A366 200.000 TON | 45.00000 9000.00| 48.00000 9600.00| 52.60510 10521.02 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B655 225.000 TON | 75.00000 16875.00| 65.00000 14625.00| 92.77440 20874.24 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B658 7100.000 TON | 37.14000 263694.00| 33.50000 237850.00| 39.46380 280192.98 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040402048 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 04013 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 15000.00000 15000.00| 63000.00000 63000.00| 23465.02880 23465.03 Mobilization | | | 0140 607D000 27562.000 SQYD| 0.65000 17915.30| 1.01000 27837.62| 1.14690 31610.86 Paving Geotextile | | | 0150 607E000 8269.000 GAL | 1.00000 8269.00| 1.25000 10336.25| 1.04940 8677.49 Asphalt Sealant | | | 0160 701A028 1.000 MILE| 1400.00000 1400.00| 1400.00000 1400.00| 1730.16000 1730.16 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A041 4.000 MILE| 1180.00000 4720.00| 1180.00000 4720.00| 1458.27750 5833.11 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A046 1.000 MILE| 1180.00000 1180.00| 1180.00000 1180.00| 1458.27770 1458.28 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 7.000 MILE| 1700.00000 11900.00| 1700.00000 11900.00| 2100.90840 14706.36 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 200.000 LF | 0.95000 190.00| 0.95000 190.00| 1.17700 235.40 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C000 10.000 MILE| 400.00000 4000.00| 400.00000 4000.00| 494.33130 4943.31 Broken Temporary Traffic Stripe | | | 0220 701C001 18.000 MILE| 500.00000 9000.00| 500.00000 9000.00| 617.91420 11122.46 Solid Temporary Traffic Stripe | | | 0230 703A002 1748.000 SQFT| 3.00000 5244.00| 3.00000 5244.00| 3.70750 6480.71 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 90.000 SQFT| 3.00000 270.00| 3.00000 270.00| 3.70750 333.68 Traffic Control Legends, Class 2, Type | | | 0250 703D001 600.000 SQFT| 1.80000 1080.00| 1.80000 1080.00| 2.22450 1334.70 Temporary Traffic Control Markings | | | 0260 730H001 3000.000 LF | 3.75000 11250.00| 3.75000 11250.00| 2.78060 8341.80 Loop Wire | | | 0270 730I000 1000.000 LF | 0.50000 500.00| 0.50000 500.00| 1.23580 1235.80 Shielded Loop Detector Home-Run Cable | | | 0280 740B000 953.000 SQFT| 5.00000 4765.00| 7.42000 7071.26| 9.15430 8724.05 Construction Signs | | | 0290 740E000 250.000 EACH| 10.00000 2500.00| 2.00000 500.00| 6.53880 1634.70 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040402048 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 04013 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740M001 250.000 EACH| 1.00000 250.00| 2.00000 500.00| 4.57710 1144.28 Ballast For Cone | | | 0310 741C010 2.000 EACH| 1000.00000 2000.00| 500.00000 1000.00| 392.32650 784.65 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 633,006.98| $ 703,864.88| $ 797,624.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 633,006.98| $ 703,864.88| $ 797,624.29 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 048 -5 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040402048 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |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 7.000 EACH| 150.00000 1050.00| | Mailbox Reset, Single | | | 0020 401B100 59630.000 SQYD| 0.87000 51878.10| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 2500.000 GAL | 1.95000 4875.00| | Tack Coat | | | 0040 408A052 85915.000 SQYD| 1.15000 98802.25| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 408A053 137.000 SQYD| 25.00000 3425.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0060 408A054 700.000 SQYD| 7.00000 4900.00| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0070 408A055 440.000 SQYD| 12.00000 5280.00| | Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0080 424A356 3600.000 TON | 43.75000 157500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0090 424A359 100.000 TON | 45.00000 4500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0100 424A366 200.000 TON | 49.00000 9800.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B655 225.000 TON | 175.00000 39375.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B658 7100.000 TON | 32.45000 230395.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 048 -6 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040402048 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 72000.00000 72000.00| | Mobilization | | | 0140 607D000 27562.000 SQYD| 2.15000 59258.30| | Paving Geotextile | | | 0150 607E000 8269.000 GAL | 1.75000 14470.75| | Asphalt Sealant | | | 0160 701A028 1.000 MILE| 1316.00000 1316.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A041 4.000 MILE| 1109.20000 4436.80| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A046 1.000 MILE| 1109.20000 1109.20| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 7.000 MILE| 1598.00000 11186.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 200.000 LF | 0.89000 178.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C000 10.000 MILE| 376.00000 3760.00| | Broken Temporary Traffic Stripe | | | 0220 701C001 18.000 MILE| 470.00000 8460.00| | Solid Temporary Traffic Stripe | | | 0230 703A002 1748.000 SQFT| 2.82000 4929.36| | Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 90.000 SQFT| 2.82000 253.80| | Traffic Control Legends, Class 2, Type | | | 0250 703D001 600.000 SQFT| 1.69000 1014.00| | Temporary Traffic Control Markings | | | 0260 730H001 3000.000 LF | 3.53000 10590.00| | Loop Wire | | | 0270 730I000 1000.000 LF | 0.47000 470.00| | Shielded Loop Detector Home-Run Cable | | | 0280 740B000 953.000 SQFT| 7.00000 6671.00| | Construction Signs | | | 0290 740E000 250.000 EACH| 6.00000 1500.00| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 048 -7 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040402048 COUNTIES : TALLAPOOSA LETTING DATE : 04/02/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740M001 250.000 EACH| 4.00000 1000.00| | Ballast For Cone | | | 0310 741C010 2.000 EACH| 1750.00000 3500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 817,883.56| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 817,883.56| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20040402049 COUNTIES : WALKER LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-064-005-004 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#5 (U.S.#78) from just east of Stella Lockard Road to Boldo Road/New Bethel Road east of Jasper. Length 6.050 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,372,266.86 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 1,493,250.35 108.8163% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040402049 COUNTIES : WALKER LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 20011 |( ) |DUNN CONSTRUCTION CO., INC. |TRI-COUNTY CONCRETE CONSTRU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 14.000 EACH| 172.49000 2414.86| 75.00000 1050.00| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 221.28000 221.28| 150.00000 150.00| Mailbox Reset, Double | | | 0030 209A002 3.000 EACH| 295.03000 885.09| 175.00000 525.00| Mailbox Reset, Multiple | | | 0040 405A000 6404.000 GAL | 0.90000 5763.60| 1.20000 7684.80| Tack Coat | | | 0050 408A052 242119.000 SQYD| 0.81000 196116.39| 1.90000 460026.10| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 423A003 12673.000 TON | 47.82000 606022.86| 48.75000 617808.75| Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0070 424A280 3420.000 TON | 54.77000 187313.40| 43.25000 147915.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A289 1514.000 TON | 48.82000 73913.48| 45.10000 68281.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424B288 400.000 TON | 43.84000 17536.00| 39.80000 15920.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B586 1000.000 TON | 59.08000 59080.00| 38.10000 38100.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 600A000 LUMP| 82634.16000 82634.16| 10000.00000 10000.00| Mobilization | | | 0120 665F000 50.000 EACH| 9.62000 481.00| 10.00000 500.00| Hay Bales | | | 0130 665J000 150.000 LF | 12.02000 1803.00| 10.00000 1500.00| Silt Fence, Type A | | | 0140 701A028 14.000 MILE| 1701.56000 23821.84| 1490.00000 20860.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040402049 COUNTIES : WALKER LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 20011 |( ) |DUNN CONSTRUCTION CO., INC. |TRI-COUNTY CONCRETE CONSTRU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A032 10.000 MILE| 1701.57000 17015.70| 1490.00000 14900.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A041 12.000 MILE| 1119.15000 13429.80| 980.00000 11760.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 1.000 MILE| 1941.38000 1941.38| 1700.00000 1700.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 17023.000 LF | 0.97000 16512.31| 0.85000 14469.55| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 17.000 MILE| 513.90000 8736.30| 450.00000 7650.00| Broken Temporary Traffic Stripe | | | 0200 701C001 25.000 MILE| 628.10000 15702.50| 550.00000 13750.00| Solid Temporary Traffic Stripe | | | 0210 703A002 6310.000 SQFT| 2.86000 18046.60| 2.50000 15775.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 1188.000 SQFT| 4.00000 4752.00| 3.50000 4158.00| Traffic Control Legends, Class 2, Type | | | 0230 703D001 1008.000 SQFT| 1.71000 1723.68| 1.50000 1512.00| Temporary Traffic Control Markings | | | 0240 705A030 48.000 EACH| 6.00000 288.00| 5.25000 252.00| Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 736.000 EACH| 6.00000 4416.00| 5.25000 3864.00| Pavement Markers, Class A-H, Type 1-A | | | 0260 705A037 15.000 EACH| 6.00000 90.00| 5.25000 78.75| Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 560.000 SQFT| 8.41000 4709.60| 12.50000 7000.00| Construction Signs | | | 0280 740E000 253.000 EACH| 12.02000 3041.06| 10.00000 2530.00| Cones (36 Inches High) | | | 0290 740M001 253.000 EACH| 8.11000 2051.83| 10.00000 2530.00| Ballast For Cone | | | 0300 741C010 1.000 EACH| 1803.14000 1803.14| 1000.00000 1000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,372,266.86| $ 1,493,250.35| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,372,266.86| $ 1,493,250.35| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20040402050 COUNTIES : WALKER LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-064-005-005 for constructing the Resurfacing and Traffic Stripe on S.R.#5 from S.R.#69 (U.S.#78) in Jasper to 0.45 miles north of the Buck Creek bridge. Length 9.204 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,274,726.55 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 1,285,718.00 100.8623% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040402050 COUNTIES : WALKER LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 20011 |( ) |DUNN CONSTRUCTION CO., INC. |TRI-COUNTY CONCRETE CONSTRU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C025 179.000 SQYD| 5.03000 900.37| 35.00000 6265.00| Removing Bituminous Pavement On | | | Concrete Surfaces | | | 0020 209A000 20.000 EACH| 117.21000 2344.20| 75.00000 1500.00| Mailbox Reset, Single | | | 0030 209A001 2.000 EACH| 162.76000 325.52| 150.00000 300.00| Mailbox Reset, Double | | | 0040 209A002 2.000 EACH| 193.53000 387.06| 175.00000 350.00| Mailbox Reset, Multiple | | | 0050 305A040 1000.000 CUYD| 31.45000 31450.00| 15.00000 15000.00| Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0060 401B100 132160.000 SQYD| 0.64000 84582.40| 0.85000 112336.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0070 405A000 4647.000 GAL | 0.92000 4275.24| 2.10000 9758.70| Tack Coat | | | 0080 423A002 14410.000 TON | 47.66000 686780.60| 49.80000 717618.00| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0090 424A361 2627.000 TON | 45.93000 120658.11| 43.20000 113486.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A367 2550.000 TON | 39.90000 101745.00| 45.90000 117045.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B656 1000.000 TON | 72.26000 72260.00| 42.30000 42300.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 600A000 LUMP| 19863.03000 19863.03| 21000.00000 21000.00| Mobilization | | | 0130 665F000 50.000 EACH| 8.61000 430.50| 10.00000 500.00| Hay Bales | | | 0140 665J000 150.000 LF | 5.54000 831.00| 11.25000 1687.50| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040402050 COUNTIES : WALKER LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 20011 |( ) |DUNN CONSTRUCTION CO., INC. |TRI-COUNTY CONCRETE CONSTRU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A028 19.000 MILE| 1741.94000 33096.86| 1490.00000 28310.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A046 6.000 MILE| 1145.70000 6874.20| 980.00000 5880.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 13.000 MILE| 1975.75000 25684.75| 1690.00000 21970.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 856.000 LF | 1.06000 907.36| 0.90000 770.40| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 11.000 MILE| 526.09000 5786.99| 450.00000 4950.00| Broken Temporary Traffic Stripe | | | 0200 701C001 62.000 MILE| 642.99000 39865.38| 550.00000 34100.00| Solid Temporary Traffic Stripe | | | 0210 703A002 3158.000 SQFT| 2.93000 9252.94| 2.50000 7895.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 180.000 SQFT| 4.10000 738.00| 3.50000 630.00| Traffic Control Legends, Class 2, Type | | | 0230 703D001 1144.000 SQFT| 1.76000 2013.44| 1.50000 1716.00| Temporary Traffic Control Markings | | | 0240 705A032 342.000 EACH| 6.14000 2099.88| 5.25000 1795.50| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 926.000 EACH| 6.14000 5685.64| 5.25000 4861.50| Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 861.000 SQFT| 8.61000 7413.21| 13.00000 11193.00| Construction Signs | | | 0270 740O000 1.000 EACH| 8474.87000 8474.87| 2500.00000 2500.00| Pilot Car | | | SECTION TOTALS | $ 1,274,726.55| $ 1,285,718.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,274,726.55| $ 1,285,718.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20040402052 COUNTIES : JEFFERSON LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-403-371-000-402 for the Maintenance Roadside Mowing at various sites on I-20, I-59, I-65, & I-459 as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 351,144.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040402052 COUNTIES : JEFFERSON LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 20011 |( ) |BENTLEY TURF AND LANDSCAPE, |TRI-COUNTY CONCRETE CONSTRU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 115000.00000 345000.00| | Maintenance Roadside Mowing | | | (Approximately 2760 Acres) | | | 0020 740B000 512.000 SQFT| 12.00000 6144.00| | Construction Signs | | | SECTION TOTALS | $ 351,144.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 351,144.00| $ 1,285,718.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20040402053 COUNTIES : SHELBY LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-403-595-000-401 for the Maintenance Roadside Mowing at various sites on I-65 & S.R.#38 (U.S.#280) as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 81,584.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20040402053 COUNTIES : SHELBY LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 20011 |( ) |BENTLEY TURF AND LANDSCAPE, |TRI-COUNTY CONCRETE CONSTRU | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 26000.00000 78000.00| | Maintenance Roadside Mowing | | | (Approximately 866 Acres) | | | 0020 740B000 256.000 SQFT| 14.00000 3584.00| | Construction Signs | | | SECTION TOTALS | $ 81,584.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 81,584.00| $ 1,285,718.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20040402054 COUNTIES : WALKER JEFFERSON LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 CONTRACT TIME : 36 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-403-690-000-402 for the Maintenance Roadside Mowing at various locations on S.R.#4 (U.S.#78), S.R.#5 (U.S.#78), and S.R.#118 as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03062 COOK CONTRACTORS, INC. $ 45,291.00 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 80,376.00 177.4657% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040402054 COUNTIES : WALKER JEFFERSON LETTING DATE : 04/02/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03062 |( 2 ) 02040 |( ) |COOK CONTRACTORS, INC. |BENTLEY TURF AND LANDSCAPE, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 14687.40000 44062.20| 25000.00000 75000.00| Maintenance Roadside Mowing | | | (Approximately 546 Acres) | | | 0020 740B000 384.000 SQFT| 3.20000 1228.80| 14.00000 5376.00| Construction Signs | | | SECTION TOTALS | $ 45,291.00| $ 80,376.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 45,291.00| $ 80,376.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20040402055 COUNTIES : MONTGOMERY LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : 99-506-010-807-301 for constructing the Scour Restoration on the S.R.#152 99-506-010-808-301 (North Boulevard) eastbound and westbound bridges at the Alabama River in Montgomery. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19125 BOB SHUFORD CONSTRUCTION, LLC $ 195,116.00 100.0000% 2 14007 W. S. NEWELL & SONS, INC. $ 369,941.00 189.6005% 3 03047 CARTER'S CONTRACTING SERVICES, INC. $ 626,460.00 321.0705% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20040402055 COUNTIES : MONTGOMERY LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19125 |( 2 ) 14007 |( 3 ) 03047 |BOB SHUFORD CONSTRUCTION LL |W. S. NEWELL & SONS, INC. |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 25000.00000 25000.00| 33403.00000 33403.00| 75000.00000 75000.00 Mobilization | | | 0020 610C001 4300.000 TON | 35.00000 150500.00| 73.27000 315061.00| 120.00000 516000.00 Loose Riprap, Class 2 | | | 0030 610D003 1710.000 SQYD| 5.00000 8550.00| 5.51000 9422.10| 8.00000 13680.00 Filter Blanket, Geotextile | | | 0040 665L000 330.000 LF | 25.00000 8250.00| 23.73000 7830.90| 50.00000 16500.00 Floating Basin Boom | | | 0050 740B000 352.000 SQFT| 8.00000 2816.00| 12.00000 4224.00| 15.00000 5280.00 Construction Signs | | | SECTION TOTALS | $ 195,116.00| $ 369,941.00| $ 626,460.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 195,116.00| $ 369,941.00| $ 626,460.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20040402056 COUNTIES : AUTAUGA LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-306-011-003-401 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#3 (U.S.#31) from the Elmore County line (MP 187.017) in Prattville to MP 192.655. Length 5.638 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,594,927.50 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,652,521.52 103.6111% 3 01023 ASPHALT CONTRACTORS, INC. $ 1,688,777.25 105.8843% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040402056 COUNTIES : AUTAUGA LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 4000.000 CUYD| 3.00000 12000.00| 4.00000 16000.00| 10.75000 43000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 401B113 130000.000 SQYD| 0.85000 110500.00| 0.80000 104000.00| 0.80000 104000.00 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0030 405A000 10500.000 GAL | 0.35000 3675.00| 0.85000 8925.00| 1.00000 10500.00 Tack Coat | | | 0040 408A052 130000.000 SQYD| 0.90000 117000.00| 0.99000 128700.00| 0.90000 117000.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 16000.000 TON | 30.64000 490240.00| 30.70000 491200.00| 31.00000 496000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 1000.000 TON | 29.00000 29000.00| 35.00000 35000.00| 36.25000 36250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A370 1700.000 TON | 27.00000 45900.00| 46.45000 78965.00| 32.25000 54825.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B650 14500.000 TON | 30.35000 440075.00| 29.45000 427025.00| 29.00000 420500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B654 100.000 TON | 65.00000 6500.00| 75.00000 7500.00| 85.00000 8500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 427A000 47500.000 LF | 1.65000 78375.00| 2.00000 95000.00| 1.65000 78375.00 Sealing Bituminous Pavement Joints | | | 0110 600A000 LUMP| 46000.00000 46000.00| 50000.00000 50000.00| 95800.00000 95800.00 Mobilization | | | 0120 652A056 20.000 ACRE| 350.00000 7000.00| 350.00000 7000.00| 400.00000 8000.00 Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040402056 COUNTIES : AUTAUGA LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 656A000 20.000 ACRE| 340.00000 6800.00| 340.00000 6800.00| 400.00000 8000.00 Mulching, Class A, Type 1 | | | 0140 665F000 150.000 EACH| 5.00000 750.00| 5.76000 864.00| 8.00000 1200.00 Hay Bales | | | 0150 665J000 2500.000 LF | 2.80000 7000.00| 2.63000 6575.00| 3.00000 7500.00 Silt Fence, Type A | | | 0160 701A028 15.000 MILE| 1450.00000 21750.00| 1450.00000 21750.00| 1450.00000 21750.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A032 12.000 MILE| 1450.00000 17400.00| 1450.00000 17400.00| 1450.00000 17400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 9.000 MILE| 960.00000 8640.00| 960.00000 8640.00| 960.00000 8640.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A046 1.000 MILE| 980.00000 980.00| 980.00000 980.00| 980.00000 980.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701B009 10200.000 LF | 0.80000 8160.00| 0.80000 8160.00| 0.80000 8160.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0210 701C000 20.000 MILE| 420.00000 8400.00| 420.00000 8400.00| 420.00000 8400.00 Broken Temporary Traffic Stripe | | | 0220 701C001 54.000 MILE| 540.00000 29160.00| 540.00000 29160.00| 540.00000 29160.00 Solid Temporary Traffic Stripe | | | 0230 701F000 20500.000 LF | 0.30000 6150.00| 0.30000 6150.00| 0.30000 6150.00 Dotted Temporary Traffic Stripe | | | 0240 701G121 275.000 LF | 2.56000 704.00| 2.56000 704.00| 2.56000 704.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G125 550.000 LF | 4.36000 2398.00| 4.36000 2398.00| 4.36000 2398.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G133 550.000 LF | 4.51000 2480.50| 4.51000 2480.50| 4.51000 2480.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701H001 1100.000 LF | 1.00000 1100.00| 1.00000 1100.00| 1.00000 1100.00 Solid Traffic Stripe Removed (Plastic) | | | 0280 701H006 275.000 LF | 1.00000 275.00| 1.00000 275.00| 1.00000 275.00 Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/05/04 PAGE : 056 -4 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040402056 COUNTIES : AUTAUGA LETTING DATE : 04/02/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703A002 8100.000 SQFT| 2.25000 18225.00| 2.25000 18225.00| 2.25000 18225.00 Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 1700.000 SQFT| 3.25000 5525.00| 3.25000 5525.00| 3.25000 5525.00 Traffic Control Legends, Class 2, Type | | | 0310 703D001 16500.000 SQFT| 1.35000 22275.00| 1.35000 22275.00| 1.35000 22275.00 Temporary Traffic Control Markings | | | 0320 703E001 3300.000 SQFT| 1.35000 4455.00| 1.35000 4455.00| 1.35000 4455.00 Temporary Traffic Control Legends | | | 0330 705A030 650.000 EACH| 5.00000 3250.00| 5.00000 3250.00| 5.00000 3250.00 Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 600.000 EACH| 5.00000 3000.00| 5.00000 3000.00| 5.00000 3000.00 Pavement Markers, Class A-H, Type 1-A | | | 0350 705A032 250.000 EACH| 5.00000 1250.00| 5.00000 1250.00| 5.00000 1250.00 Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| 5.00000 1000.00 Pavement Markers, Class A-H, Type 2-D | | | 0370 705A038 120.000 EACH| 5.00000 600.00| 5.00000 600.00| 5.00000 600.00 Pavement Markers, Class A-H, Type 2-E | | | 0380 731A010 1.000 EACH| 6500.00000 6500.00| 6500.00000 6500.00| 9500.00000 9500.00 Traffic Counting Units, Type K | | | 0390 740B000 815.000 SQFT| 7.00000 5705.00| 7.42000 6047.30| 10.25000 8353.75 Construction Signs | | | 0400 740C000 64.000 SQFT| 7.50000 480.00| 8.48000 542.72| 14.00000 896.00 Special Construction Signs | | | 0410 740D000 150.000 EACH| 75.00000 11250.00| 50.00000 7500.00| 52.00000 7800.00 Channelizing Drums | | | 0420 741C010 2.000 EACH| 1500.00000 3000.00| 600.00000 1200.00| 2800.00000 5600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,594,927.50| $ 1,652,521.52| $ 1,688,777.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,594,927.50| $ 1,652,521.52| $ 1,688,777.25 ====================================================================================================================================