ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20040730002 COUNTIES : JEFFERSON LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-I459(302) for constructing the Interchange Modifications on I-459 at Morgan Road and at Eastern Valley Road south of Bessemer. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 943,358.75 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,039,391.81 110.1799% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,044,560.60 110.7278% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040730002 COUNTIES : JEFFERSON LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07003 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I 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| 7581.67000 7581.67| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 ACRES) | | | 0020 206C002 612.000 SQYD| 11.42000 6989.04| 15.03000 9198.36| 7.00000 4284.00 Removing Concrete Slope Paving | | | 0030 206D001 399.000 LF | 1.56000 622.44| 1.69000 674.31| 1.80000 718.20 Removing Guardrail | | | 0040 210A000 4826.000 CUYD| 9.93000 47922.18| 13.59000 65585.34| 9.50000 45847.00 Unclassified Excavation | | | 0050 210D000 2749.000 CUYD| 13.30000 36561.70| 10.97000 30156.53| 12.50000 34362.50 Borrow Excavation | | | 0060 214A000 55.000 CUYD| 31.17000 1714.35| 23.14000 1272.70| 30.00000 1650.00 Structure Excavation | | | 0070 214B001 23.000 CUYD| 28.07000 645.61| 41.68000 958.64| 32.00000 736.00 Foundation Backfill, Commercial | | | 0080 230A000 23.000 RBST| 326.00000 7498.00| 763.54000 17561.42| 523.00000 12029.00 Roadbed Processing | | | 0100 401B108 2425.000 SQYD| 6.53000 15835.25| 3.25000 7881.25| 2.60000 6305.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0110 405A000 1597.000 GAL | 1.63000 2603.11| 1.00000 1597.00| 1.50000 2395.50 Tack Coat | | | 0120 424A360 1551.000 TON | 57.35000 88949.85| 53.50000 82978.50| 60.00000 93060.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A366 100.000 TON | 111.05000 11105.00| 71.75000 7175.00| 60.00000 6000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B651 971.000 TON | 52.20000 50686.20| 61.50000 59716.50| 56.00000 54376.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0150 424B681 2109.000 TON | 50.69000 106905.21| 53.50000 112831.50| 55.00000 115995.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040730002 COUNTIES : JEFFERSON LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07003 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B685 100.000 TON | 127.00000 12700.00| 79.50000 7950.00| 81.00000 8100.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424C360 2090.000 TON | 50.85000 106276.50| 50.50000 105545.00| 55.00000 114950.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0180 530A001 91.000 LF | 63.27000 5757.57| 38.11000 3468.01| 33.00000 3003.00 18" Roadway Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 5175.00000 5175.00| 70000.00000 70000.00| 43000.00000 43000.00 Mobilization | | | 0200 614A000 179.000 CUYD| 301.60000 53986.40| 220.32000 39437.28| 380.00000 68020.00 Slope Paving | | | 0210 619A002 1.000 EACH| 832.00000 832.00| 714.56000 714.56| 1130.00000 1130.00 18" Roadway Pipe End Treatment, Class 1 | | | 0220 621C008 1.000 EACH| 4056.00000 4056.00| 4168.29000 4168.29| 3900.00000 3900.00 Inlets, Type E | | | 0230 630A001 247.000 LF | 16.64000 4110.08| 18.01000 4448.47| 19.00000 4693.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1144.00000 4576.00| 1237.98000 4951.92| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1508.00000 6032.00| 1631.89000 6527.56| 1770.00000 7080.00 Guardrail End Anchor, Type 10 Series | | | 0260 650B000 2204.000 CUYD| 4.80000 10579.20| 14.66000 32310.64| 16.00000 35264.00 Topsoil From Stockpiles | | | 0270 652A053 2.000 ACRE| 1040.00000 2080.00| 1125.44000 2250.88| 600.00000 1200.00 Seeding (Mix 1E) | | | 0280 654A001 848.000 SQYD| 5.20000 4409.60| 5.63000 4774.24| 3.50000 2968.00 Solid Sodding (Bermuda) | | | 0290 656A000 2.000 ACRE| 780.00000 1560.00| 844.08000 1688.16| 600.00000 1200.00 Mulching, Class A, Type 1 | | | 0300 665A000 2.000 ACRE| 520.00000 1040.00| 562.72000 1125.44| 550.00000 1100.00 Temporary Seeding | | | 0310 665B000 2.000 ACRE| 520.00000 1040.00| 562.72000 1125.44| 550.00000 1100.00 Temporary Mulching | | | 0320 665F000 200.000 EACH| 10.00000 2000.00| 4.17000 834.00| 9.00000 1800.00 Hay Bales | | | 0330 665J000 3970.000 LF | 5.35000 21239.50| 5.28000 20961.60| 4.00000 15880.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040730002 COUNTIES : JEFFERSON LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07003 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 665O001 3970.000 LF | 0.58000 2302.60| 0.60000 2382.00| 2.00000 7940.00 Silt Fence Removal | | | 0350 680A000 LUMP| 30368.00000 30368.00| 23818.76000 23818.76| 18000.00000 18000.00 Engineering Controls | | | 0360 701A028 3.000 MILE| 1248.00000 3744.00| 1350.53000 4051.59| 1200.00000 3600.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0370 701A032 1.000 MILE| 1248.00000 1248.00| 1350.52000 1350.52| 1200.00000 1200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0380 701A041 1.000 MILE| 1040.00000 1040.00| 1125.44000 1125.44| 1100.00000 1100.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0390 701B009 2064.000 LF | 0.79000 1630.56| 0.84000 1733.76| 0.80000 1651.20 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0400 701B016 105.000 LF | 3.64000 382.20| 3.94000 413.70| 4.00000 420.00 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0410 701C002 1.000 MILE| 416.00000 416.00| 450.17000 450.17| 465.00000 465.00 Broken Temporary Traffic Stripe (Paint) | | | 0420 701C003 2.000 MILE| 468.00000 936.00| 506.45000 1012.90| 520.00000 1040.00 Solid Temporary Traffic Stripe (Paint) | | | 0430 701G121 1055.000 LF | 2.08000 2194.40| 2.25000 2373.75| 2.00000 2110.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0440 701G125 1580.000 LF | 3.90000 6162.00| 4.22000 6667.60| 4.00000 6320.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0450 701G133 1580.000 LF | 3.90000 6162.00| 4.22000 6667.60| 4.00000 6320.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0460 703A002 4698.000 SQFT| 2.34000 10993.32| 2.53000 11885.94| 2.50000 11745.00 Traffic Control Markings, Class 2, Type | | | A | | | 0470 703A010 136.000 SQFT| 7.80000 1060.80| 8.44000 1147.84| 8.00000 1088.00 Traffic Control Markings,Class 3W,Type | | | 0480 703B002 1346.000 SQFT| 2.60000 3499.60| 2.81000 3782.26| 2.50000 3365.00 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040730002 COUNTIES : JEFFERSON LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07003 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 703B010 90.000 SQFT| 7.80000 702.00| 8.44000 759.60| 8.00000 720.00 Traffic Control Legends,Class 3W,Type A | | | 0500 703D002 3499.000 SQFT| 1.30000 4548.70| 1.41000 4933.59| 1.50000 5248.50 Temporary Traffic Control Markings | | | (Paint) | | | 0510 705A030 28.000 EACH| 4.94000 138.32| 5.35000 149.80| 5.00000 140.00 Pavement Markers, Class A-H, Type 2-C | | | 0520 705A031 291.000 EACH| 4.94000 1437.54| 5.35000 1556.85| 5.00000 1455.00 Pavement Markers, Class A-H, Type 1-A | | | 0530 705A037 92.000 EACH| 4.94000 454.48| 5.35000 492.20| 5.00000 460.00 Pavement Markers, Class A-H, Type 2-D | | | 0540 730C001 LUMP| 5252.00000 5252.00| 5683.46000 5683.46| 4500.00000 4500.00 Furnishing And Installing Traffic | | | Control Unit (MORGAN RD AT I-459 SITE I)| | | 0550 730C002 LUMP| 4973.28000 4973.28| 5381.84000 5381.84| 4500.00000 4500.00 Furnishing And Installing Traffic | | | Control Unit (EASTERN VALLEY RD AT | | | I-459 Southbound | | | 0560 730C003 LUMP| 7822.88000 7822.88| 8465.53000 8465.53| 7200.00000 7200.00 Furnishing And Installing Traffic | | | Control Unit (EASTERN VALLEY RD AT | | | I-459 Northbound | | | 0570 730E000 12.000 EACH| 1300.00000 15600.00| 1406.80000 16881.60| 2100.00000 25200.00 Metal Traffic Signal Pole Foundation | | | 0580 730G001 12.000 EACH| 5616.00000 67392.00| 6077.37000 72928.44| 6500.00000 78000.00 Metal Traffic Signal Strain Pole | | | 0590 730H001 5410.000 LF | 2.60000 14066.00| 2.81000 15202.10| 4.00000 21640.00 Loop Wire | | | 0600 730I001 4200.000 LF | 1.04000 4368.00| 1.13000 4746.00| 1.50000 6300.00 Loop Detector Lead-In-Cable | | | 0610 730J010 17.000 EACH| 182.00000 3094.00| 196.96000 3348.32| 185.00000 3145.00 Vehicle Loop Detector | | | 0620 730K000 9.000 EACH| 286.00000 2574.00| 309.50000 2785.50| 300.00000 2700.00 Traffic Signal Junction Box | | | 0630 730L003 90.000 LF | 4.16000 374.40| 4.50000 405.00| 4.50000 405.00 1", Non-Metallic, Conduit | | | 0640 730L005 740.000 LF | 5.20000 3848.00| 5.63000 4166.20| 4.50000 3330.00 2", Non-Metallic, Conduit | | | 0650 730L007 60.000 LF | 8.32000 499.20| 9.00000 540.00| 4.50000 270.00 3", Non-Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040730002 COUNTIES : JEFFERSON LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07003 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 730N000 12.000 EACH| 676.00000 8112.00| 731.54000 8778.48| 1100.00000 13200.00 Luminaire Extension Assembly, 12 Feet | | | 0670 730P022 18.000 EACH| 780.00000 14040.00| 844.08000 15193.44| 840.00000 15120.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0680 730P024 3.000 EACH| 1252.16000 3756.48| 1355.03000 4065.09| 1500.00000 4500.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0690 730R022 3.000 EACH| 9157.20000 27471.60| 9909.49000 29728.47| 9650.00000 28950.00 Controller Assembly, Type III, 8 Phase | | | 0700 730T000 3.000 EACH| 322.40000 967.20| 348.89000 1046.67| 580.00000 1740.00 Wood Pole | | | 0710 734A009 1500.000 LF | 2.00000 3000.00| 2.14000 3210.00| 1.75000 2625.00 Cable OSP, Loose Tube, 12F SM | | | 0720 734B005 30.000 LF | 1.82000 54.60| 1.97000 59.10| 1.75000 52.50 Drop Cable OSP 6F SM Central Core | | | 0730 734E000 550.000 LF | 0.32000 176.00| 0.33000 181.50| 0.30000 165.00 Detectable Tape System | | | 0740 734E011 360.000 LF | 3.80000 1368.00| 4.11000 1479.60| 4.50000 1620.00 Inner Duct HDPE 1 1/4 Inch | | | 0750 734F002 3.000 EACH| 364.00000 1092.00| 393.90000 1181.70| 203.00000 609.00 Distribution Hardware SFDU 12 Fiber | | | 0760 734G002 6.000 EACH| 44.72000 268.32| 48.40000 290.40| 58.00000 348.00 Connector FC Termination SM | | | 0770 734G006 3.000 EACH| 728.00000 2184.00| 787.81000 2363.43| 700.00000 2100.00 Splice Closure, Under grade with trays | | | 0780 734G009 6.000 EACH| 41.60000 249.60| 45.02000 270.12| 58.00000 348.00 Splicing, Fusion | | | 0790 734H015 6.000 EACH| 15.60000 93.60| 16.89000 101.34| 29.00000 174.00 Patch Cord Simplex SM,FC | | | 0800 734J000 4.000 EACH| 520.00000 2080.00| 562.72000 2250.88| 1200.00000 4800.00 Commbox F1 | | | 0810 734N021 3.000 EACH| 1560.00000 4680.00| 1688.16000 5064.48| 2200.00000 6600.00 Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | 0820 740B000 748.000 SQFT| 7.75000 5797.00| 8.63000 6455.24| 9.80000 7330.40 Construction Signs | | | 0830 740C000 76.000 SQFT| 8.30000 630.80| 9.53000 724.28| 9.80000 744.80 Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040730002 COUNTIES : JEFFERSON LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07003 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 740D000 150.000 EACH| 77.38000 11607.00| 65.50000 9825.00| 55.00000 8250.00 Channelizing Drums | | | 0850 740E000 200.000 EACH| 13.00000 2600.00| 12.22000 2444.00| 16.00000 3200.00 Cones (36 Inches High) | | | 0860 740F002 3.000 EACH| 267.16000 801.48| 226.28000 678.84| 200.00000 600.00 Barricades, Type III | | | 0870 740I005 17.000 EACH| 149.00000 2533.00| 178.64000 3036.88| 240.00000 4080.00 Warning Lights, Type B (Detachable Head | | | 0880 740M001 200.000 EACH| 8.80000 1760.00| 8.04000 1608.00| 8.00000 1600.00 Ballast For Cone | | | 0890 756A021 60.000 LF | 36.40000 2184.00| 39.40000 2364.00| 34.00000 2040.00 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 0900 756A029 40.000 LF | 52.00000 2080.00| 56.27000 2250.80| 46.00000 1840.00 5" Electrical Condiut, 2 Lines, Type 5 | | | Installation | | | SECTION TOTALS | $ 943,358.75| $ 1,039,391.81| $ 1,044,560.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 943,358.75| $ 1,039,391.81| $ 1,044,560.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20040730003 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 400 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-0001(512) for constructing the Relocation and Additional Lanes (Grade, Drainage and Bridges) on S.R.#1 (U.S.#431) from north of C.R.#12 to north of Pittsview. Length 4.658 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14001 NEWELL ROADBUILDERS, INC. $ 10,960,477.79 100.0000% 2 05009 EUTAW CONSTRUCTION COMPANY, INC. $ 11,146,933.55 101.7012% 3 14003 W. S. NEWELL, INC. $ 11,303,701.41 103.1315% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040730003 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 05009 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 576000.00000 576000.00| 575000.00000 575000.00| 576000.00000 576000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 192 Acres) | | | 0020 210A000 834653.000 CUYD| 3.30000 2754354.90| 1.50000 1251979.50| 2.08000 1736078.24 Unclassified Excavation | | | 0030 214A000 13470.000 CUYD| 3.45000 46471.50| 7.50000 101025.00| 3.28000 44181.60 Structure Excavation | | | 0040 214B001 2612.000 CUYD| 27.25000 71177.00| 28.00000 73136.00| 29.82000 77889.84 Foundation Backfill, Commercial | | | 0050 430B014 32068.000 TON | 12.14000 389305.52| 18.00000 577224.00| 22.00000 705496.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0060 502A000 757039.000 LB | 0.63000 476934.57| 0.65000 492075.35| 0.78000 590490.42 Steel Reinforcement | | | 0070 502B000 LUMP| 77000.00000 77000.00| 83500.00000 83500.00| 80000.00000 80000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 549+15 NBR APPROX. | | | 93500 LBS. | | | 0080 502B001 LUMP| 77000.00000 77000.00| 83500.00000 83500.00| 80000.00000 80000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 549+15 SBR APPROX. | | | 93500 LBS. | | | 0090 502B002 LUMP| 58000.00000 58000.00| 62200.00000 62200.00| 65000.00000 65000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 626+76 NBR 71505 LBS| | | 0100 502B003 LUMP| 58000.00000 58000.00| 62200.00000 62200.00| 65000.00000 65000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 626+76 SBR APPROX. | | | 71505 LBS | | | 0110 505A002 3.000 EACH| 1000.00000 3000.00| 1200.00000 3600.00| 2500.00000 7500.00 Steel Test Piles (HP 12x53) | | | 0120 505B057 3.000 EACH| 2000.00000 6000.00| 2200.00000 6600.00| 2000.00000 6000.00 Static Loading Tests (HP 12x53) | | | 0130 505B087 3.000 EACH| 200.00000 600.00| 225.00000 675.00| 1000.00000 3000.00 Dynamic Loading Tests (HP 12x53) | | | 0140 505G003 84.000 EACH| 110.00000 9240.00| 120.00000 10080.00| 110.00000 9240.00 Pile Points (Type A, 12") | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040730003 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 05009 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M002 2449.000 LF | 35.00000 85715.00| 40.00000 97960.00| 29.00000 71021.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0160 506A001 1022.000 LF | 233.00000 238126.00| 235.00000 240170.00| 245.00000 250390.00 Drilled Shaft Excavation, 6'-0" Diamete | | | 0170 506C046 1022.000 LF | 191.00000 195202.00| 195.00000 199290.00| 200.00000 204400.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS1 Concrete | | | 0180 506G006 16.000 EACH| 3180.00000 50880.00| 3500.00000 56000.00| 3400.00000 54400.00 Crosshole Sonic Logging, 6'-0" Diameter | | | 0190 508A000 29654.000 LB | 2.00000 59308.00| 2.10000 62273.40| 2.35000 69686.90 Structural Steel | | | 0200 510A000 840.000 CUYD| 430.00000 361200.00| 470.00000 394800.00| 400.00000 336000.00 Bridge Substructure Concrete, Class A | | | 0210 510C051 LUMP| 188000.00000 188000.00| 220000.00000 220000.00| 230000.00000 230000.00 Bridge Concrete Superstructure, STA. | | | 549+15 NBR APPROX. 392 CU. YDS. | | | 0220 510C052 LUMP| 188000.00000 188000.00| 220000.00000 220000.00| 230000.00000 230000.00 Bridge Concrete Superstructure, STA. | | | 549+15 SBR APRROX. 392 CU YDS. | | | 0230 510C053 LUMP| 147400.00000 147400.00| 190000.00000 190000.00| 190000.00000 190000.00 Bridge Concrete Superstructure, STA. | | | 626+76 NBR APPROX. 289 CU YDS | | | 0240 510C054 LUMP| 147400.00000 147400.00| 190000.00000 190000.00| 190000.00000 190000.00 Bridge Concrete Superstructure, STA. | | | 626+76 SBR APPROX. 289 CU YDS | | | 0250 510E000 4048.000 SQYD| 2.00000 8096.00| 2.25000 9108.00| 1.75000 7084.00 Grooving Concrete Bridge Decks | | | 0260 511A050 48.000 EACH| 275.00000 13200.00| 300.00000 14400.00| 275.00000 13200.00 Elastomeric Bearing Type 2(Mark B1) | | | 0270 511A053 24.000 EACH| 350.00000 8400.00| 400.00000 9600.00| 375.00000 9000.00 Elastomeric Bearing Type 2(Mark B4) | | | 0280 511A072 48.000 EACH| 75.00000 3600.00| 80.00000 3840.00| 75.00000 3600.00 Elastomeric Bearing Type4(Mark VB3) | | | 0290 511A073 24.000 EACH| 140.00000 3360.00| 150.00000 3600.00| 155.00000 3720.00 Elastomeric Bearing Type 4(Mark VB4) | | | 0300 513B003 924.000 LF | 70.00000 64680.00| 75.00000 69300.00| 88.00000 81312.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040730003 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 05009 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 513B005 1874.000 LF | 115.00000 215510.00| 120.00000 224880.00| 120.00000 224880.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0320 513B017 3220.000 LF | 135.00000 434700.00| 140.00000 450800.00| 145.00000 466900.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0330 524A011 1597.000 CUYD| 325.00000 519025.00| 350.00000 558950.00| 375.00000 598875.00 Culvert Concrete (Cast In Place) | | | 0340 530A001 460.000 LF | 19.00000 8740.00| 29.00000 13340.00| 22.00000 10120.00 18" Roadway Pipe (Class 3 R.C.) | | | 0350 530A002 2740.000 LF | 25.00000 68500.00| 32.00000 87680.00| 29.00000 79460.00 24" Roadway Pipe (Class 3 R.C.) | | | 0360 530A003 468.000 LF | 34.00000 15912.00| 42.00000 19656.00| 38.00000 17784.00 30" Roadway Pipe (Class 3 R.C.) | | | 0370 530A005 208.000 LF | 57.00000 11856.00| 56.00000 11648.00| 57.00000 11856.00 42" Roadway Pipe (Class 3 R.C.) | | | 0380 530A016 320.000 LF | 60.00000 19200.00| 63.00000 20160.00| 62.00000 19840.00 42" Roadway Pipe (Class 4 R.C.) | | | 0390 530A800 54.000 LF | 19.00000 1026.00| 30.00000 1620.00| 30.00000 1620.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0400 530B001 1384.000 LF | 23.25000 32178.00| 35.00000 48440.00| 32.00000 44288.00 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0410 530B003 796.000 LF | 48.00000 38208.00| 60.00000 47760.00| 54.00000 42984.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0420 530B004 200.000 LF | 59.00000 11800.00| 70.00000 14000.00| 74.00000 14800.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0430 530B005 1160.000 LF | 74.00000 85840.00| 80.00000 92800.00| 91.00000 105560.00 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0440 530B006 2056.000 LF | 88.75000 182470.00| 92.00000 189152.00| 118.00000 242608.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0450 535A002 344.000 LF | 22.00000 7568.00| 22.00000 7568.00| 29.00000 9976.00 24" Side Drain Pipe | | | 0460 535A651 40.000 LF | 20.00000 800.00| 22.00000 880.00| 32.00000 1280.00 18" Side Drain Pipe (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040730003 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 05009 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 600A000 LUMP| 665000.00000 665000.00| 1100000.00000 1100000.00| 1086016.00000 1086016.00 Mobilization | | | 0480 601A000 1.000 EACH| 1.00000 1.00| 10000.00000 10000.00| 7500.00000 7500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0490 602A000 83.000 EACH| 88.75000 7366.25| 126.00000 10458.00| 175.00000 14525.00 Right Of Way Markers | | | 0492 603D000 1.000 EACH| 20000.00000 20000.00| 10000.00000 10000.00| 28000.00000 28000.00 State Furnished Field Office | | | 0500 606A000 500.000 LF | 15.00000 7500.00| 15.00000 7500.00| 12.00000 6000.00 6" Underdrain Pipe | | | 0510 610C001 21732.000 TON | 22.00000 478104.00| 35.00000 760620.00| 22.00000 478104.00 Loose Riprap, Class 2 | | | 0520 610C002 6976.000 TON | 24.00000 167424.00| 35.00000 244160.00| 23.00000 160448.00 Loose Riprap, Class 3 | | | 0530 610D000 17263.000 SQYD| 2.25000 38841.75| 4.10000 70778.30| 1.86000 32109.18 Filter Blanket | | | 0540 614A000 2978.000 CUYD| 195.00000 580710.00| 200.00000 595600.00| 210.00000 625380.00 Slope Paving | | | 0550 619A002 4.000 EACH| 425.00000 1700.00| 525.00000 2100.00| 525.00000 2100.00 18" Roadway Pipe End Treatment, Class 1 | | | 0560 619A003 23.000 EACH| 450.00000 10350.00| 650.00000 14950.00| 625.00000 14375.00 24" Roadway Pipe End Treatment, Class 1 | | | 0570 619A004 3.000 EACH| 900.00000 2700.00| 750.00000 2250.00| 900.00000 2700.00 30" Roadway Pipe End Treatment, Class 1 | | | 0580 619A006 4.000 EACH| 1000.00000 4000.00| 1125.00000 4500.00| 1850.00000 7400.00 42" Roadway Pipe End Treatment, Class 1 | | | 0590 619A102 12.000 EACH| 450.00000 5400.00| 650.00000 7800.00| 600.00000 7200.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0600 619A202 2.000 EACH| 950.00000 1900.00| 650.00000 1300.00| 1050.00000 2100.00 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0610 619B016 15.000 EACH| 450.00000 6750.00| 600.00000 9000.00| 600.00000 9000.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0620 619B019 2.000 EACH| 1000.00000 2000.00| 1025.00000 2050.00| 1100.00000 2200.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040730003 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 05009 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 619B020 2.000 EACH| 1020.00000 2040.00| 1300.00000 2600.00| 1250.00000 2500.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0640 619B021 2.000 EACH| 1170.00000 2340.00| 1425.00000 2850.00| 1500.00000 3000.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0650 619B068 1.000 EACH| 1600.00000 1600.00| 975.00000 975.00| 2450.00000 2450.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0660 619B268 4.000 EACH| 1500.00000 6000.00| 1005.00000 4020.00| 1800.00000 7200.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1, (Double Line) | | | 0670 619B271 4.000 EACH| 2500.00000 10000.00| 1550.00000 6200.00| 2650.00000 10600.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0680 619B285 2.000 EACH| 3200.00000 6400.00| 1450.00000 2900.00| 2750.00000 5500.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | 0690 619B286 4.000 EACH| 3600.00000 14400.00| 1250.00000 5000.00| 3150.00000 12600.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | 0700 621A000 6.000 EACH| 1800.00000 10800.00| 1950.00000 11700.00| 1950.00000 11700.00 Junction Boxes, Type 1, 1P Or 5 | | | 0710 621A001 5.000 EACH| 1800.00000 9000.00| 2225.00000 11125.00| 2150.00000 10750.00 Junction Boxes, Type 1, 2P Or 5 | | | 0720 621A004 4.000 EACH| 3500.00000 14000.00| 3200.00000 12800.00| 3600.00000 14400.00 Junction Boxes, Type 4 | | | 0730 621B000 3.000 EACH| 450.00000 1350.00| 500.00000 1500.00| 550.00000 1650.00 Junction Box Units, Type 1, 1P Or 5 | | | 0740 621B004 2.000 EACH| 650.00000 1300.00| 800.00000 1600.00| 750.00000 1500.00 Junction Box Units, Type 4 | | | 0750 621C020 40.000 EACH| 1700.00000 68000.00| 1450.00000 58000.00| 1925.00000 77000.00 Inlets, Type Y | | | 0760 621C092 13.000 EACH| 1850.00000 24050.00| 1800.00000 23400.00| 1450.00000 18850.00 Inlets, Type X (Modified) | | | 0770 621D019 41.000 EACH| 450.00000 18450.00| 500.00000 20500.00| 475.00000 19475.00 Inlet Units, Type Y | | | 0780 650B000 29362.000 CUYD| 3.00000 88086.00| 3.25000 95426.50| 1.75000 51383.50 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040730003 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 05009 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 651B000 184.000 TON | 40.00000 7360.00| 25.00000 4600.00| 40.00000 7360.00 Agricultural Limestone | | | 0800 652A054 82.000 ACRE| 500.00000 41000.00| 575.00000 47150.00| 500.00000 41000.00 Seeding (Mix 2A) | | | 0802 652A056 11.000 ACRE| 500.00000 5500.00| 575.00000 6325.00| 500.00000 5500.00 Seeding (Mix 2E) | | | 0810 652B053 54.000 ACRE| 300.00000 16200.00| 350.00000 18900.00| 300.00000 16200.00 Temporary Seeding (Mix 2AT) | | | 0820 652C000 136.000 ACRE| 50.00000 6800.00| 50.00000 6800.00| 50.00000 6800.00 Mowing | | | 0830 652D054 54.000 ACRE| 100.00000 5400.00| 575.00000 31050.00| 500.00000 27000.00 Seeding In Stubble (Mix 2A) | | | 0840 654A001 7724.000 SQYD| 4.00000 30896.00| 4.00000 30896.00| 4.00000 30896.00 Solid Sodding (Bermuda) | | | 0850 656A000 136.000 ACRE| 450.00000 61200.00| 625.00000 85000.00| 450.00000 61200.00 Mulching, Class A, Type 1 | | | 0860 656A001 11.000 ACRE| 500.00000 5500.00| 700.00000 7700.00| 500.00000 5500.00 Mulching, Class A, Type 2 | | | 0865 659A000 13750.000 SQYD| 2.00000 27500.00| 1.25000 17187.50| 1.50000 20625.00 Erosion Control Netting, Class A | | | 0870 665A000 40.000 ACRE| 300.00000 12000.00| 350.00000 14000.00| 300.00000 12000.00 Temporary Seeding | | | 0880 665B000 40.000 ACRE| 400.00000 16000.00| 400.00000 16000.00| 400.00000 16000.00 Temporary Mulching | | | 0890 665C000 395.000 LF | 17.00000 6715.00| 20.00000 7900.00| 18.00000 7110.00 15" Temporary Pipe | | | 0900 665E000 268.000 SQYD| 5.00000 1340.00| 4.00000 1072.00| 0.01000 2.68 Polyethylene | | | 0910 665G000 150.000 EACH| 5.00000 750.00| 7.00000 1050.00| 0.01000 1.50 Sand Bags | | | 0920 665I000 736.000 TON | 32.50000 23920.00| 40.00000 29440.00| 24.00000 17664.00 Temporary Riprap, Class 2 | | | 0930 665I002 100.000 TON | 32.50000 3250.00| 40.00000 4000.00| 35.00000 3500.00 Temporary Riprap, Class 1 | | | 0940 665J000 15200.000 LF | 6.00000 91200.00| 3.50000 53200.00| 5.00000 76000.00 Silt Fence, Type A | | | 0950 665K000 1340.000 CUYD| 5.00000 6700.00| 5.00000 6700.00| 18.00000 24120.00 Drainage Sump Excavation | | | 0960 665L000 2540.000 LF | 15.00000 38100.00| 10.00000 25400.00| 12.75000 32385.00 Floating Basin Boom | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040730003 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 05009 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 665O001 15200.000 LF | 0.50000 7600.00| 0.40000 6080.00| 1.00000 15200.00 Silt Fence Removal | | | 0980 665P001 56.000 EACH| 420.00000 23520.00| 325.00000 18200.00| 425.00000 23800.00 Inlet Protection Device | | | 0990 665Q001 2180.000 LF | 8.70000 18966.00| 5.50000 11990.00| 10.75000 23435.00 20 Inch Wattle | | | 1000 665T000 600.000 LF | 8.50000 5100.00| 3.50000 2100.00| 12.00000 7200.00 Temporary Earth Berms | | | 1010 666A001 55.000 ACRE| 0.01000 0.55| 10.00000 550.00| 0.01000 0.55 Pest Control Treatment | | | 1020 680A000 LUMP| 175000.00000 175000.00| 400000.00000 400000.00| 160000.00000 160000.00 Engineering Controls | | | 1030 740B000 515.000 SQFT| 7.25000 3733.75| 10.00000 5150.00| 9.00000 4635.00 Construction Signs | | | 1040 740D000 150.000 EACH| 50.00000 7500.00| 60.00000 9000.00| 65.00000 9750.00 Channelizing Drums | | | 1050 740F002 56.000 EACH| 95.00000 5320.00| 100.00000 5600.00| 280.00000 15680.00 Barricades, Type III | | | 1060 740I005 28.000 EACH| 95.00000 2660.00| 20.00000 560.00| 275.00000 7700.00 Warning Lights, Type B (Detachable Head | | | 1070 999 000 9000.000 HOUR| 0.80000 7200.00| 0.80000 7200.00| 0.80000 7200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,960,477.79| $ 11,146,933.55| $ 11,303,701.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,960,477.79| $ 11,146,933.55| $ 11,303,701.41 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20040730004 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 12/01/04 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : NHF-0001(514) for constructing the Pavement Rehabilitation (Grade, Drainage, Pavement and Video Systems) on S.R.#1 (U.S.#431/U.S.#278) at the Norfolk Southern Railroad underpass in Attalla. Length 0.265 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01001 ABRAMSON, LLC $ 1,844,712.82 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,857,291.60 100.6819% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040730004 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01001 |( 2 ) 13022 |( ) |ABRAMSON, LLC |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C000 751.000 SQYD| 8.00000 6008.00| 5.05000 3792.55| Removing Concrete Sidewalk | | | 0020 206D002 1445.000 LF | 3.00000 4335.00| 3.00000 4335.00| Removing Curb | | | 0030 206D003 219.000 LF | 5.00000 1095.00| 4.00000 876.00| Removing Curb And Gutter | | | 0040 210A000 2873.000 CUYD| 6.50000 18674.50| 13.15000 37779.95| Unclassified Excavation | | | 0050 214A000 430.000 CUYD| 10.75000 4622.50| 12.00000 5160.00| Structure Excavation | | | 0060 214B001 128.000 CUYD| 35.52000 4546.56| 36.00000 4608.00| Foundation Backfill, Commercial | | | 0070 230A000 14.000 RBST| 750.00000 10500.00| 1500.00000 21000.00| Roadbed Processing | | | 0080 301A004 9143.000 SQYD| 5.50000 50286.50| 7.00000 64001.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 305B060 100.000 TON | 20.00000 2000.00| 25.00000 2500.00| Crushed Aggregate, Section 825, Type A, | | | For Miscellaneous Use | | | 0100 405A000 457.000 GAL | 3.15000 1439.55| 2.50000 1142.50| Tack Coat | | | 0110 408A052 6914.000 SQYD| 3.15000 21779.10| 5.00000 34570.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0120 408A053 4500.000 SQYD| 4.20000 18900.00| 7.00000 31500.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0130 424A360 931.000 TON | 73.50000 68428.50| 90.00000 83790.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 187.000 TON | 73.50000 13744.50| 90.00000 16830.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 252.000 TON | 68.25000 17199.00| 65.00000 16380.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040730004 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01001 |( 2 ) 13022 |( ) |ABRAMSON, LLC |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 102.000 TON | 88.20000 8996.40| 100.00000 10200.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 430B026 75.000 TON | 36.75000 2756.25| 35.00000 2625.00| Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) (3" Thick Maximum) | | | 0180 450A004 8670.000 SQYD| 63.80000 553146.00| 75.00000 650250.00| Plain Cement Concrete Pavement, 9 | | | Inches Thick | | | 0190 450E001 1.000 EACH| 15000.00000 15000.00| 25000.00000 25000.00| Profilograph, Beam | | | 0200 453A001 8670.000 SQYD| 16.00000 138720.00| 9.00000 78030.00| Removal Of Concrete Pavement | | | 0210 533A097 512.000 LF | 77.75000 39808.00| 30.00000 15360.00| 15" Storm Sewer Pipe (Class 3 R.C.) | | | 0220 538A004 125.000 LF | 222.00000 27750.00| 250.00000 31250.00| 24" Roadway Pipe Rehabilitation | | | 0230 600A000 LUMP| 215000.00000 215000.00| 222000.00000 222000.00| Mobilization | | | 0240 601A000 1.000 EACH| 10000.00000 10000.00| 6500.00000 6500.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0250 603D000 1.000 EACH| 4000.00000 4000.00| 10000.00000 10000.00| State Furnished Field Office | | | 0260 605C000 622.000 LF | 32.00000 19904.00| 15.00000 9330.00| Special 6" Diameter Underdrain Pipe | | | 0270 605C002 125.000 LF | 41.00000 5125.00| 16.00000 2000.00| Special 8" Diameter Underdrain Pipe | | | 0280 606A000 1425.000 LF | 31.00000 44175.00| 15.00000 21375.00| 6" Underdrain Pipe | | | 0290 618A000 751.000 SQYD| 27.50000 20652.50| 27.50000 20652.50| Concrete Sidewalk, 4" Thick | | | 0300 618B003 168.000 SQYD| 32.00000 5376.00| 35.00000 5880.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0310 621C071 8.000 EACH| 4000.00000 32000.00| 4000.00000 32000.00| Inlets, Type S3 (1 Wing) (Modified) | | | 0320 621C072 2.000 EACH| 5500.00000 11000.00| 5500.00000 11000.00| Inlets, Type S3 (2 Wing) (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040730004 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01001 |( 2 ) 13022 |( ) |ABRAMSON, LLC |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 621D053 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| Inlet Units, Type S3 (Modified) | | | 0340 623A000 168.000 LF | 18.00000 3024.00| 18.00000 3024.00| Concrete Gutter | | | 0350 623B005 1445.000 LF | 10.00000 14450.00| 10.00000 14450.00| Concrete Curb, Type E | | | 0360 623C000 219.000 LF | 15.00000 3285.00| 15.00000 3285.00| Combination Curb & Gutter, Type C | | | 0370 641A512 60.000 LF | 45.00000 2700.00| 23.40000 1404.00| 3/4 Inch Copper Water Service Line Laid | | | 0380 641A514 120.000 LF | 53.50000 6420.00| 26.50000 3180.00| 1 Inch Copper Water Service Line Laid | | | 0390 641A518 60.000 LF | 69.00000 4140.00| 31.00000 1860.00| 2 Inch Copper Water Service Line Laid | | | 0400 641A614 400.000 LF | 166.50000 66600.00| 58.50000 23400.00| 8 Inch Ductile Iron Water Main Laid | | | 0410 641A616 520.000 LF | 166.50000 86580.00| 70.20000 36504.00| 10 Inch Ductile Iron Water Main Laid | | | 0420 641D500 2.000 EACH| 4185.00000 8370.00| 2825.00000 5650.00| Fire Hydrant | | | 0430 641O520 3.000 EACH| 4218.00000 12654.00| 3510.00000 10530.00| 8 Inch x 8 Inch Tapping Valve and Sleev | | | 0440 641O536 3.000 EACH| 5661.00000 16983.00| 3978.00000 11934.00| 10 Inch x 10 Inch Tapping Valve And | | | Sleeve | | | 0450 641P515 3.000 EACH| 555.00000 1665.00| 468.00000 1404.00| 3/4 Inch Service Tap | | | 0460 641Q510 3.000 EACH| 640.00000 1920.00| 351.00000 1053.00| 3/4 Inch Water Meter And Box Set | | | 0470 650A000 10.000 CUYD| 50.00000 500.00| 45.00000 450.00| Topsoil | | | 0480 652A053 1.000 ACRE| 1050.00000 1050.00| 850.00000 850.00| Seeding (Mix 1E) | | | 0490 654A000 37.000 SQYD| 8.00000 296.00| 10.00000 370.00| Solid Sodding | | | 0500 656A000 1.000 ACRE| 1050.00000 1050.00| 850.00000 850.00| Mulching, Class A, Type 1 | | | 0510 665A000 1.000 ACRE| 735.00000 735.00| 850.00000 850.00| Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040730004 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01001 |( 2 ) 13022 |( ) |ABRAMSON, LLC |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 665B000 1.000 ACRE| 735.00000 735.00| 850.00000 850.00| Temporary Mulching | | | 0530 665F000 132.000 EACH| 10.00000 1320.00| 8.50000 1122.00| Hay Bales | | | 0540 665G000 122.000 EACH| 2.00000 244.00| 8.00000 976.00| Sand Bags | | | 0550 665J000 390.000 LF | 5.00000 1950.00| 5.00000 1950.00| Silt Fence, Type A | | | 0560 665O001 390.000 LF | 3.00000 1170.00| 5.00000 1950.00| Silt Fence Removal | | | 0570 672C000 6.000 EACH| 2220.00000 13320.00| 100.00000 600.00| Flocculant Log | | | 0580 674A000 40.000 LF | 5.00000 200.00| 13.00000 520.00| Construction Safety Fence | | | 0590 680A000 LUMP| 50000.00000 50000.00| 83600.00000 83600.00| Engineering Controls | | | 0600 701B016 570.000 LF | 5.30000 3021.00| 3.80000 2166.00| Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0610 701E000 2500.000 LF | 0.60000 1500.00| 0.10000 250.00| Solid Temporary Traffic Stripe | | | 0620 701E003 100.000 LF | 4.25000 425.00| 1.00000 100.00| Solid Temporary Traffic Stripe (Tape) | | | 0630 701E010 1300.000 LF | 0.60000 780.00| 0.10000 130.00| Broken Temporary Traffic Stripe | | | 0640 701G041 554.000 LF | 1.10000 609.40| 1.00000 554.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0650 701G049 2476.000 LF | 1.10000 2723.60| 0.50000 1238.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0660 701G050 67.000 LF | 1.10000 73.70| 1.00000 67.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0670 701G072 6736.000 LF | 0.60000 4041.60| 0.50000 3368.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0680 701G073 721.000 LF | 1.10000 793.10| 1.00000 721.00| Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040730004 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01001 |( 2 ) 13022 |( ) |ABRAMSON, LLC |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 701G121 1551.000 LF | 1.90000 2946.90| 3.00000 4653.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0700 701G125 647.000 LF | 4.45000 2879.15| 3.80000 2458.60| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0710 701G133 2212.000 LF | 4.20000 9290.40| 4.00000 8848.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0720 701H001 2500.000 LF | 0.75000 1875.00| 0.50000 1250.00| Solid Traffic Stripe Removed (Plastic) | | | 0730 701H002 100.000 LF | 1.10000 110.00| 0.50000 50.00| Solid Traffic Stripe Removed (Tape) | | | 0740 701H006 1300.000 LF | 0.75000 975.00| 0.25000 325.00| Broken Traffic Stripe Removed (Plastic) | | | 0750 703A002 1098.000 SQFT| 2.65000 2909.70| 2.00000 2196.00| Traffic Control Markings, Class 2, Type | | | A | | | 0760 703A010 1462.000 SQFT| 12.75000 18640.50| 7.50000 10965.00| Traffic Control Markings,Class 3W,Type | | | 0770 703B002 297.000 SQFT| 3.75000 1113.75| 2.00000 594.00| Traffic Control Legends, Class 2, Type | | | 0780 703B010 113.000 SQFT| 26.50000 2994.50| 7.50000 847.50| Traffic Control Legends,Class 3W,Type A | | | 0790 703D001 40.000 SQFT| 2.10000 84.00| 1.25000 50.00| Temporary Traffic Control Markings | | | 0800 705A030 50.000 EACH| 5.85000 292.50| 5.00000 250.00| Pavement Markers, Class A-H, Type 2-C | | | 0810 705A031 48.000 EACH| 5.85000 280.80| 5.00000 240.00| Pavement Markers, Class A-H, Type 1-A | | | 0820 705A037 50.000 EACH| 5.85000 292.50| 5.00000 250.00| Pavement Markers, Class A-H, Type 2-D | | | 0830 730H001 1582.000 LF | 3.15000 4983.30| 3.75000 5932.50| Loop Wire | | | 0840 730I001 1058.000 LF | 1.05000 1110.90| 1.25000 1322.50| Loop Detector Lead-In-Cable | | | 0850 730J010 6.000 EACH| 1.74000 10.44| 175.00000 1050.00| Vehicle Loop Detector | | | 0860 730K000 5.000 EACH| 210.00000 1050.00| 275.00000 1375.00| Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040730004 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01001 |( 2 ) 13022 |( ) |ABRAMSON, LLC |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 730L002 60.000 LF | 2.42000 145.20| 4.00000 240.00| 1", Metallic, Conduit | | | 0880 730L003 86.000 LF | 4.20000 361.20| 4.00000 344.00| 1", Non-Metallic, Conduit | | | 0890 730L004 20.000 LF | 3.63000 72.60| 6.00000 120.00| 2", Metallic, Conduit | | | 0900 730L005 122.000 LF | 4.46000 544.12| 4.00000 488.00| 2", Non-Metallic, Conduit | | | 0910 730L006 113.000 LF | 25.20000 2847.60| 30.00000 3390.00| 3", Metallic, Conduit | | | 0920 730U005 LUMP| 7405.00000 7405.00| 8100.00000 8100.00| Furnishing And Installing Video | | | Detection System (5th Avenue @ 3rd | | | Street) | | | 0930 730U007 LUMP| 13420.00000 13420.00| 14500.00000 14500.00| Furnishing And Installing Video | | | Detection System (Meighan Blvd. @ 1st | | | Street and | | | 0940 740B000 1665.000 SQFT| 11.10000 18481.50| 10.00000 16650.00| Construction Signs | | | 0950 740D000 150.000 EACH| 59.00000 8850.00| 75.00000 11250.00| Channelizing Drums | | | 0960 740E000 100.000 EACH| 19.50000 1950.00| 5.00000 500.00| Cones (36 Inches High) | | | 0970 740F002 14.000 EACH| 200.00000 2800.00| 300.00000 4200.00| Barricades, Type III | | | 0980 740I005 11.000 EACH| 180.00000 1980.00| 300.00000 3300.00| Warning Lights, Type B (Detachable Head | | | 0990 740L003 8.000 EACH| 78.00000 624.00| 25.00000 200.00| Vertical Panel, Type I, Single-Sided | | | 1000 740M001 100.000 EACH| 5.00000 500.00| 3.25000 325.00| Ballast For Cone | | | 1010 741C010 2.000 EACH| 1998.00000 3996.00| 7000.00000 14000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1020 742A001 2.000 EACH| 6000.00000 12000.00| 14750.00000 29500.00| Portable Changeable Message Sign, Type | | | 1030 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,844,712.82| $ 1,857,291.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,844,712.82| $ 1,857,291.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20040730006 COUNTIES : TUSCALOOSA LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0006(512) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#6 (U.S.#82) (WBR Only) from the east city limits of Tuscaloosa (MP 55.230) to MP 62.988 at Duncanville. Length 7.758 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 2,333,628.71 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 2,334,941.95 100.0563% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20040730006 COUNTIES : TUSCALOOSA LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( ) |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 1614.000 LF | 1.09000 1759.26| 1.25000 2017.50| Removing Guardrail | | | 0020 209A000 3.000 EACH| 385.00000 1155.00| 200.00000 600.00| Mailbox Reset, Single | | | 0030 209A001 1.000 EACH| 365.00000 365.00| 300.00000 300.00| Mailbox Reset, Double | | | 0040 209A002 4.000 EACH| 356.00000 1424.00| 150.00000 600.00| Mailbox Reset, Multiple | | | 0050 210D001 9475.000 CUYD| 11.38000 107825.50| 9.87000 93518.25| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 212A000 820.000 STA | 52.40000 42968.00| 28.00000 22960.00| Machine Grading Shoulders | | | 0070 305B060 500.000 TON | 38.03000 19015.00| 25.00000 12500.00| Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0080 405A000 13862.000 GAL | 1.00000 13862.00| 1.35000 18713.70| Tack Coat | | | 0090 408A051 111888.000 SQYD| 1.91000 213706.08| 1.40000 156643.20| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0100 410C000 1.000 EACH| 25265.00000 25265.00| 20000.00000 20000.00| Contractor Retained Profilograph | | | 0110 410H000 1.000 EACH| 47500.00000 47500.00| 60000.00000 60000.00| Material Remixing Device | | | 0120 424A281 9378.000 TON | 44.10000 413569.80| 48.83000 457927.74| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0130 424A284 250.000 TON | 96.00000 24000.00| 50.00000 12500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0140 424A287 7186.000 TON | 50.10000 360018.60| 48.83000 350892.38| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20040730006 COUNTIES : TUSCALOOSA LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( ) |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A290 500.000 TON | 65.25000 32625.00| 70.00000 35000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0160 424B281 10436.000 TON | 44.10000 460227.60| 46.63000 486630.68| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0170 424B285 250.000 TON | 96.00000 24000.00| 70.00000 17500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0180 424B289 250.000 TON | 80.00000 20000.00| 45.63000 11407.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424B292 250.000 TON | 80.00000 20000.00| 70.00000 17500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 600A000 LUMP| 142900.00000 142900.00| 205000.00000 205000.00| Mobilization | | | 0210 630A001 10988.000 LF | 15.20000 167017.60| 14.20000 156029.60| Steel Beam Guardrail, Class A, Type 2 | | | 0220 630C001 24.000 EACH| 596.75000 14322.00| 590.00000 14160.00| Guardrail End Anchor, Type 8 | | | 0230 630C003 2.000 EACH| 1193.50000 2387.00| 1250.00000 2500.00| Guardrail End Anchor, Type 13 | | | 0240 630C070 26.000 EACH| 1519.00000 39494.00| 1385.00000 36010.00| Guardrail End Anchor, Type 10 Series | | | 0250 651B000 23.000 TON | 43.40000 998.20| 100.00000 2300.00| Agricultural Limestone | | | 0260 651C000 9.000 TON | 300.00000 2700.00| 350.00000 3150.00| 8-8-8 Commercial Fertilizer | | | 0270 658A002 12.000 ACRE| 1302.00000 15624.00| 1100.00000 13200.00| Hydro-Seeding & Mulching (Mix 2E) | | | 0280 665J000 7760.000 LF | 2.45000 19012.00| 3.00000 23280.00| Silt Fence, Type A | | | 0290 665O001 7760.000 LF | 0.30000 2328.00| 1.00000 7760.00| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20040730006 COUNTIES : TUSCALOOSA LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02033 |( ) |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 665Q000 1940.000 LF | 4.10000 7954.00| 5.00000 9700.00| 12 Inch Wattle | | | 0310 701A028 8.000 MILE| 1709.00000 13672.00| 1575.00000 12600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0320 701A041 8.000 MILE| 1075.00000 8600.00| 990.00000 7920.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0330 701A048 8.000 MILE| 1926.00000 15408.00| 1775.00000 14200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0340 701B009 7326.000 LF | 1.00000 7326.00| 0.90000 6593.40| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0350 701C000 12.000 MILE| 597.00000 7164.00| 550.00000 6600.00| Broken Temporary Traffic Stripe | | | 0360 703A002 857.000 SQFT| 2.75000 2356.75| 2.50000 2142.50| Traffic Control Markings, Class 2, Type | | | A | | | 0370 703B002 45.000 SQFT| 3.80000 171.00| 3.50000 157.50| Traffic Control Legends, Class 2, Type | | | 0380 703D001 720.000 SQFT| 1.63000 1173.60| 1.50000 1080.00| Temporary Traffic Control Markings | | | 0390 705A030 90.000 EACH| 6.00000 540.00| 5.50000 495.00| Pavement Markers, Class A-H, Type 2-C | | | 0400 705A031 378.000 EACH| 6.00000 2268.00| 5.50000 2079.00| Pavement Markers, Class A-H, Type 1-A | | | 0410 740B000 1184.000 SQFT| 8.08000 9566.72| 11.00000 13024.00| Construction Signs | | | 0420 740D000 255.000 EACH| 77.00000 19635.00| 50.00000 12750.00| Channelizing Drums | | | 0430 741C010 1.000 EACH| 1725.00000 1725.00| 5000.00000 5000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,333,628.71| $ 2,334,941.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,333,628.71| $ 2,334,941.95| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 CONTRACT TIME : 525 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : MGF-0012(508) for constructing the Additional Lanes (Grade, Drainage and Bridges) on S.R.#12 (U.S.#84) from east of C.R.#67 at Sanford to C.R.#77. Length 5.376 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14003 W. S. NEWELL, INC. $ 8,736,107.18 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 8,758,901.98 100.2609% 3 13021 MURPHREE BRIDGE CORPORATION $ 9,189,529.84 105.1902% 4 12003 L & A CONTRACTING COMPANY $ 9,219,251.34 105.5304% 5 13099 MCINNIS, LLC $ 9,541,855.06 109.2232% 6 14001 NEWELL ROADBUILDERS, INC. $ 9,554,849.15 109.3719% 7 02032 BULLARD EXCAVATING, INC. $ 9,866,963.14 112.9446% 8 05009 EUTAW CONSTRUCTION COMPANY, INC. $ 9,972,788.65 114.1560% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 13021 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 534601.00000 534601.00| 450000.00000 450000.00| 450000.00000 450000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 179 ACRES) | | | 0020 204A000 2.000 EACH| 0.01000 0.02| 1200.00000 2400.00| 1200.00000 2400.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0040 205A002 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0050 205A003 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 9 | | | 0060 205A004 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 11 | | | 0070 205A005 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 12 | | | 0080 205A006 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 13 | | | 0090 205A007 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 15 | | | 0100 205A008 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 16 | | | 0110 205A009 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 17 | | | 0120 205A010 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 18 | | | 0130 205A011 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 19 | | | 0140 205A012 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 20 | | | 0150 205A013 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 21 | | | 0160 205A014 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 23 | | | 0170 205A015 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 24 | | | 0180 205A016 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 26 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 13021 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 27 | | | 0200 205A018 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 29 | | | 0210 205A019 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 30 | | | 0220 205A020 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 31 | | | 0221 205A021 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal of Structures, Structure No. 32 | | | 0222 205A022 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 33 | | | 0223 205A023 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 1.00000 1.00 Removal Of Structures, Structure No. 34 | | | 0230 206B000 LUMP| 1500.00000 1500.00| 1800.00000 1800.00| 1800.00000 1800.00 Removal Of Old Box Culvert, Station Sta | | | 309+57 (partial) | | | 0240 206B001 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Removal Of Old Box Culvert, Station Sta | | | 402+21 (partial) | | | 0250 206C003 218.000 SQYD| 5.00000 1090.00| 3.00000 654.00| 3.00000 654.00 Removing Concrete Flumes | | | 0260 206D000 1150.000 LF | 3.00000 3450.00| 3.00000 3450.00| 3.00000 3450.00 Removing Pipe | | | 0270 206E000 8.000 EACH| 250.00000 2000.00| 125.00000 1000.00| 125.00000 1000.00 Removing Headwalls | | | 0280 210A000 894626.000 CUYD| 1.36000 1216691.36| 1.63000 1458240.38| 1.63000 1458240.38 Unclassified Excavation | | | 0285 210B000 1548.000 CUYD| 4.55000 7043.40| 3.25000 5031.00| 3.25000 5031.00 Channel Excavation | | | 0290 210C000 30080.000 CUYD| 3.00000 90240.00| 2.95000 88736.00| 2.95000 88736.00 Muck Excavation | | | 0300 210E000 1667.000 CUYD| 1.36000 2267.12| 12.00000 20004.00| 12.00000 20004.00 Borrow Excavation (Underwater Backfill) | | | 0310 214A000 8717.000 CUYD| 3.71000 32340.07| 3.85000 33560.45| 3.85000 33560.45 Structure Excavation | | | 0320 214B001 2954.000 CUYD| 36.00000 106344.00| 25.00000 73850.00| 25.00000 73850.00 Foundation Backfill, Commercial | | | 0330 306B000 1.000 EACH| 6500.00000 6500.00| 6000.00000 6000.00| 6000.00000 6000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 13021 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 430B000 1475.000 TON | 25.00000 36875.00| 26.00000 38350.00| 26.00000 38350.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0350 502A000 675664.000 LB | 0.78000 527017.92| 0.75000 506748.00| 0.72380 489045.60 Steel Reinforcement | | | 0360 502B000 LUMP| 80000.00000 80000.00| 81268.50000 81268.50| 76500.00000 76500.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 430+20, US 84 WBL | | | 0370 502B001 LUMP| 50000.00000 50000.00| 47646.75000 47646.75| 45000.00000 45000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 440+70, US 84 WBL, | | | 0380 502B002 LUMP| 120000.00000 120000.00| 131017.30000 131017.30| 123300.00000 123300.00 Steel Reinforcement For Bridge | | | Superstructure STA. 541+37, US 84 EBL, | | | 0390 502B003 LUMP| 60000.00000 60000.00| 57264.50000 57264.50| 53900.00000 53900.00 Steel Reinforcement For Bridge | | | Superstructure STA. 549+78, US 84 EBL | | | 0400 505A002 4.000 EACH| 2250.00000 9000.00| 2500.00000 10000.00| 2500.00000 10000.00 Steel Test Piles (HP 12x53) | | | 0410 505A004 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 Steel Test Piles (HP 14x73) | | | 0420 505B057 4.000 EACH| 1500.00000 6000.00| 2500.00000 10000.00| 2500.00000 10000.00 Static Loading Tests (HP 12x53) | | | 0430 505B059 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| 2500.00000 2500.00 Static Loading Tests (HP 14x73) | | | 0440 505B087 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 Dynamic Loading Tests (HP 12x53) | | | 0450 505B089 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Dynamic Loading Tests (HP 14x73) | | | 0460 505M002 5303.000 LF | 30.00000 159090.00| 24.25000 128597.75| 26.00000 137878.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0470 505M004 1849.000 LF | 40.50000 74884.50| 30.60000 56579.40| 30.00000 55470.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0480 506A003 840.000 LF | 205.00000 172200.00| 164.00000 137760.00| 164.00000 137760.00 Drilled Shaft Excavation, 5'-0" Diamete | | | 0490 506A008 634.000 LF | 230.00000 145820.00| 105.00000 66570.00| 105.00000 66570.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0500 506C042 634.000 LF | 82.50000 52305.00| 51.00000 32334.00| 51.00000 32334.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 13021 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 506C044 842.000 LF | 120.00000 101040.00| 80.00000 67360.00| 80.00000 67360.00 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0520 506F006 108.000 LF | 220.00000 23760.00| 217.00000 23436.00| 217.00000 23436.00 Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0530 506F008 46.000 LF | 280.00000 12880.00| 174.00000 8004.00| 174.00000 8004.00 Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0540 506G002 10.000 EACH| 1700.00000 17000.00| 1500.00000 15000.00| 1500.00000 15000.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0550 506G004 15.000 EACH| 1700.00000 25500.00| 1500.00000 22500.00| 1500.00000 22500.00 Crosshole Sonic Logging, 5'-0" Diameter | | | 0560 508A000 41963.000 LB | 2.30000 96514.90| 3.50000 146870.50| 3.00000 125889.00 Structural Steel | | | 0570 510A000 747.000 CUYD| 370.00000 276390.00| 500.00000 373500.00| 500.00000 373500.00 Bridge Substructure Concrete, Class A | | | 0580 510C051 LUMP| 210000.00000 210000.00| 199000.00000 199000.00| 238800.00000 238800.00 Bridge Concrete Superstructure, STA. | | | 430+20, US 84 WBL | | | 0590 510C052 LUMP| 135000.00000 135000.00| 107000.00000 107000.00| 128400.00000 128400.00 Bridge Concrete Superstructure, STA. | | | 440+70, US 84 WBL, | | | 0600 510C053 LUMP| 290000.00000 290000.00| 310000.00000 310000.00| 372000.00000 372000.00 Bridge Concrete Superstructure, STA. | | | 541+37, US 84 EBL, | | | 0610 510C054 LUMP| 160000.00000 160000.00| 120000.00000 120000.00| 144000.00000 144000.00 Bridge Concrete Superstructure, STA. | | | 549+78, US 84 EBL | | | 0620 510E000 4824.000 SQYD| 2.40000 11577.60| 5.00000 24120.00| 1.87000 9020.88 Grooving Concrete Bridge Decks | | | 0630 511A050 72.000 EACH| 55.00000 3960.00| 100.00000 7200.00| 100.00000 7200.00 Elastomeric Bearing Type 2(Mark B1) | | | 0640 511A051 36.000 EACH| 75.00000 2700.00| 110.00000 3960.00| 100.00000 3600.00 Elastomeric Bearing Type 2(Mark B2) | | | 0650 511A052 120.000 EACH| 70.00000 8400.00| 120.00000 14400.00| 100.00000 12000.00 Elastomeric Bearing Type 2(Mark B3) | | | 0660 513B003 1189.000 LF | 84.00000 99876.00| 73.00000 86797.00| 72.80000 86559.20 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 13021 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 513B004 1059.000 LF | 119.00000 126021.00| 98.00000 103782.00| 97.00000 102723.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0680 513B005 4921.000 LF | 126.00000 620046.00| 125.00000 615125.00| 147.00000 723387.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0690 524A011 1006.000 CUYD| 300.00000 301800.00| 265.00000 266590.00| 265.00000 266590.00 Culvert Concrete (Cast In Place) | | | 0700 524B011 168.000 CUYD| 586.85000 98590.80| 295.00000 49560.00| 295.00000 49560.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0710 530A001 4599.000 LF | 22.00000 101178.00| 17.00000 78183.00| 17.00000 78183.00 18" Roadway Pipe (Class 3 R.C.) | | | 0720 530A002 787.000 LF | 28.00000 22036.00| 25.00000 19675.00| 25.00000 19675.00 24" Roadway Pipe (Class 3 R.C.) | | | 0730 530A003 146.000 LF | 36.00000 5256.00| 30.00000 4380.00| 30.00000 4380.00 30" Roadway Pipe (Class 3 R.C.) | | | 0740 530A004 572.000 LF | 44.00000 25168.00| 34.00000 19448.00| 34.00000 19448.00 36" Roadway Pipe (Class 3 R.C.) | | | 0750 530A005 492.000 LF | 55.00000 27060.00| 45.00000 22140.00| 45.00000 22140.00 42" Roadway Pipe (Class 3 R.C.) | | | 0760 530A006 90.000 LF | 67.00000 6030.00| 59.00000 5310.00| 59.00000 5310.00 48" Roadway Pipe (Class 3 R.C.) | | | 0770 530A015 276.000 LF | 47.00000 12972.00| 39.00000 10764.00| 39.00000 10764.00 36" Roadway Pipe (Class 4 R.C.) | | | 0780 530A102 30.000 LF | 50.00000 1500.00| 29.00000 870.00| 29.00000 870.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0790 530A201 148.000 LF | 22.00000 3256.00| 21.00000 3108.00| 21.00000 3108.00 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0800 530A602 144.000 LF | 27.00000 3888.00| 22.00000 3168.00| 22.00000 3168.00 24" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0810 530A808 37.000 LF | 50.00000 1850.00| 28.00000 1036.00| 28.00000 1036.00 18" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0820 530C001 43.000 LF | 136.00000 5848.00| 175.00000 7525.00| 175.00000 7525.00 18" Roadway Pipe, Jacked Installation | | | (Smooth Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 13021 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 535A001 2134.000 LF | 20.00000 42680.00| 18.00000 38412.00| 18.00000 38412.00 18" Side Drain Pipe | | | 0840 535A002 77.000 LF | 30.00000 2310.00| 24.00000 1848.00| 24.00000 1848.00 24" Side Drain Pipe | | | 0850 535A003 66.000 LF | 34.00000 2244.00| 26.00000 1716.00| 26.00000 1716.00 30" Side Drain Pipe | | | 0860 535A004 95.000 LF | 40.00000 3800.00| 29.00000 2755.00| 29.00000 2755.00 36" Side Drain Pipe | | | 0870 600A000 LUMP| 380920.00000 380920.00| 577000.00000 577000.00| 822600.63000 822600.63 Mobilization | | | 0880 601A000 1.000 EACH| 3500.00000 3500.00| 8000.00000 8000.00| 8000.00000 8000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0890 602A000 143.000 EACH| 100.00000 14300.00| 100.00000 14300.00| 100.00000 14300.00 Right Of Way Markers | | | 0900 602B000 17.000 EACH| 100.00000 1700.00| 120.00000 2040.00| 120.00000 2040.00 Land Survey Markers | | | 0910 606A000 6000.000 LF | 8.00000 48000.00| 8.00000 48000.00| 8.00000 48000.00 6" Underdrain Pipe | | | 0920 610C001 12424.000 TON | 26.50000 329236.00| 23.00000 285752.00| 23.00000 285752.00 Loose Riprap, Class 2 | | | 0930 610D003 9613.000 SQYD| 1.75000 16822.75| 1.50000 14419.50| 1.50000 14419.50 Filter Blanket, Geotextile | | | 0940 614A000 2860.000 CUYD| 195.00000 557700.00| 190.00000 543400.00| 190.00000 543400.00 Slope Paving | | | 0950 619A002 49.000 EACH| 500.00000 24500.00| 295.00000 14455.00| 295.00000 14455.00 18" Roadway Pipe End Treatment, Class 1 | | | 0960 619A003 14.000 EACH| 600.00000 8400.00| 345.00000 4830.00| 345.00000 4830.00 24" Roadway Pipe End Treatment, Class 1 | | | 0970 619A005 7.000 EACH| 1200.00000 8400.00| 445.00000 3115.00| 445.00000 3115.00 36" Roadway Pipe End Treatment, Class 1 | | | 0980 619A006 2.000 EACH| 1850.00000 3700.00| 495.00000 990.00| 495.00000 990.00 42" Roadway Pipe End Treatment, Class 1 | | | 0990 619A007 2.000 EACH| 2250.00000 4500.00| 545.00000 1090.00| 545.00000 1090.00 48" Roadway Pipe End Treatment, Class 1 | | | 1000 619A101 50.000 EACH| 525.00000 26250.00| 325.00000 16250.00| 325.00000 16250.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 1010 619A102 4.000 EACH| 600.00000 2400.00| 425.00000 1700.00| 425.00000 1700.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 13021 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 619A128 2.000 EACH| 2100.00000 4200.00| 890.00000 1780.00| 890.00000 1780.00 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 1030 619A129 2.000 EACH| 2750.00000 5500.00| 990.00000 1980.00| 990.00000 1980.00 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 1040 620A000 2.000 CUYD| 1000.00000 2000.00| 500.00000 1000.00| 500.00000 1000.00 Minor Structure Concrete | | | 1050 621A000 5.000 EACH| 1950.00000 9750.00| 3500.00000 17500.00| 3500.00000 17500.00 Junction Boxes, Type 1, 1P Or 5 | | | 1060 621A001 4.000 EACH| 2150.00000 8600.00| 3500.00000 14000.00| 3500.00000 14000.00 Junction Boxes, Type 1, 2P Or 5 | | | 1070 621A010 1.000 EACH| 2100.00000 2100.00| 4600.00000 4600.00| 4600.00000 4600.00 Junction Boxes, Type 3 | | | 1080 621A013 2.000 EACH| 3750.00000 7500.00| 4800.00000 9600.00| 4800.00000 9600.00 Junction Boxes, Type Special | | | 1090 621A017 2.000 EACH| 5500.00000 11000.00| 5500.00000 11000.00| 5500.00000 11000.00 Junction Boxes, Type 4, 2P Or 5 | | | 1100 621A058 1.000 EACH| 2500.00000 2500.00| 5800.00000 5800.00| 5800.00000 5800.00 Junction Boxes, Type 3 (Modified) | | | 1110 621B000 3.000 EACH| 550.00000 1650.00| 525.00000 1575.00| 525.00000 1575.00 Junction Box Units, Type 1, 1P Or 5 | | | 1120 621B001 3.000 EACH| 675.00000 2025.00| 525.00000 1575.00| 525.00000 1575.00 Junction Box Units, Type 1, 2P Or 5 | | | 1130 621B019 1.000 EACH| 750.00000 750.00| 925.00000 925.00| 925.00000 925.00 Junction Box Units, Type 4, 2P Or 5 | | | 1140 621B035 2.000 EACH| 750.00000 1500.00| 925.00000 1850.00| 925.00000 1850.00 Junction Box Units, Type Special | | | 1150 621C020 37.000 EACH| 1925.00000 71225.00| 1800.00000 66600.00| 1800.00000 66600.00 Inlets, Type Y | | | 1160 621D019 54.000 EACH| 475.00000 25650.00| 425.00000 22950.00| 425.00000 22950.00 Inlet Units, Type Y | | | 1170 621I002 2.000 EACH| 9500.00000 19000.00| 5300.00000 10600.00| 5300.00000 10600.00 Stilling Basins, Type 2 | | | 1180 630A001 1250.000 LF | 19.00000 23750.00| 19.00000 23750.00| 19.00000 23750.00 Steel Beam Guardrail, Class A, Type 2 | | | 1190 630C070 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 1200 650B000 62779.000 CUYD| 1.75000 109863.25| 2.45000 153808.55| 2.45000 153808.55 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 13021 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 651B000 145.000 TON | 35.00000 5075.00| 20.00000 2900.00| 20.00000 2900.00 Agricultural Limestone | | | 1220 652A061 116.000 ACRE| 450.00000 52200.00| 395.00000 45820.00| 395.00000 45820.00 Seeding (Mix 3E) | | | 1230 652C000 116.000 ACRE| 45.00000 5220.00| 50.00000 5800.00| 50.00000 5800.00 Mowing | | | 1240 654A001 13502.000 SQYD| 3.00000 40506.00| 2.50000 33755.00| 2.50000 33755.00 Solid Sodding (Bermuda) | | | 1250 656A000 111.000 ACRE| 400.00000 44400.00| 350.00000 38850.00| 350.00000 38850.00 Mulching, Class A, Type 1 | | | 1260 656A001 5.000 ACRE| 450.00000 2250.00| 495.00000 2475.00| 495.00000 2475.00 Mulching, Class A, Type 2 | | | 1270 659A000 1143.000 SQYD| 1.25000 1428.75| 1.85000 2114.55| 1.85000 2114.55 Erosion Control Netting, Class A | | | 1280 659A001 1141.000 SQYD| 1.25000 1426.25| 1.85000 2110.85| 1.85000 2110.85 Erosion Control Netting, Class B | | | 1290 665A000 45.000 ACRE| 300.00000 13500.00| 300.00000 13500.00| 300.00000 13500.00 Temporary Seeding | | | 1300 665B000 45.000 ACRE| 400.00000 18000.00| 300.00000 13500.00| 300.00000 13500.00 Temporary Mulching | | | 1310 665F000 670.000 EACH| 0.01000 6.70| 7.00000 4690.00| 7.00000 4690.00 Hay Bales | | | 1320 665I000 2160.000 TON | 28.50000 61560.00| 23.00000 49680.00| 23.00000 49680.00 Temporary Riprap, Class 2 | | | 1330 665J000 55380.000 LF | 3.00000 166140.00| 3.00000 166140.00| 3.00000 166140.00 Silt Fence, Type A | | | 1340 665L000 130.000 LF | 10.00000 1300.00| 15.00000 1950.00| 15.00000 1950.00 Floating Basin Boom | | | 1350 665N000 50.000 TON | 25.00000 1250.00| 35.00000 1750.00| 35.00000 1750.00 Temporary Coarse Aggregate, ALDOT | | | Number 1 | | | 1360 665N001 500.000 TON | 25.00000 12500.00| 35.00000 17500.00| 35.00000 17500.00 Temporary Coarse Aggregate, ALDOT | | | Number 4 | | | 1370 665O001 55380.000 LF | 0.50000 27690.00| 0.10000 5538.00| 0.10000 5538.00 Silt Fence Removal | | | 1380 665P000 10.000 EACH| 602.00000 6020.00| 725.00000 7250.00| 725.00000 7250.00 Siltation Filter For Inlet Protection | | | 1390 665Q000 192.000 LF | 7.00000 1344.00| 10.00000 1920.00| 10.00000 1920.00 12 Inch Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 18005 |( 3 ) 13021 |W. S. NEWELL, INC. |GRADY RALLS & SONS, INC. |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 665Q001 1024.000 LF | 7.85000 8038.40| 12.00000 12288.00| 12.00000 12288.00 20 Inch Wattle | | | 1410 666A001 116.000 ACRE| 0.01000 1.16| 35.00000 4060.00| 35.00000 4060.00 Pest Control Treatment | | | 1420 680A000 LUMP| 17168.00000 17168.00| 65000.00000 65000.00| 78000.00000 78000.00 Engineering Controls | | | 1430 726A000 550.000 LF | 35.00000 19250.00| 35.00000 19250.00| 35.00000 19250.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1440 726A001 10.000 LF | 85.00000 850.00| 85.00000 850.00| 85.00000 850.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1450 726D000 1.000 EACH| 15000.00000 15000.00| 15000.00000 15000.00| 15000.00000 15000.00 Portable Impact Attenuator LS | | | 1460 740B000 673.000 SQFT| 9.00000 6057.00| 11.00000 7403.00| 7.25000 4879.25 Construction Signs | | | 1470 740D000 729.000 EACH| 60.00000 43740.00| 60.00000 43740.00| 50.00000 36450.00 Channelizing Drums | | | 1480 740E000 100.000 EACH| 0.01000 1.00| 0.10000 10.00| 9.25000 925.00 Cones (36 Inches High) | | | 1490 740F002 58.000 EACH| 200.00000 11600.00| 245.00000 14210.00| 175.00000 10150.00 Barricades, Type III | | | 1500 740I005 29.000 EACH| 200.00000 5800.00| 575.00000 16675.00| 475.00000 13775.00 Warning Lights, Type B (Detachable Head | | | 1510 740M001 100.000 EACH| 0.01000 1.00| 0.10000 10.00| 6.00000 600.00 Ballast For Cone | | | 1520 999 000 7500.000 HOUR| 0.80000 6000.00| 0.80000 6000.00| 0.80000 6000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 8,736,107.18| $ 8,758,901.98| $ 9,189,529.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,736,107.18| $ 8,758,901.98| $ 9,189,529.84 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 12003 |( 5 ) 13099 |( 6 ) 14001 |L & A CONTRACTING COMPANY |MCINNIS, 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 201A001 LUMP| 300000.00000 300000.00| 484000.00000 484000.00| 537000.00000 537000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 179 ACRES) | | | 0020 204A000 2.000 EACH| 525.00000 1050.00| 500.00000 1000.00| 500.00000 1000.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0040 205A002 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0050 205A003 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 9 | | | 0060 205A004 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 11 | | | 0070 205A005 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 12 | | | 0080 205A006 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 13 | | | 0090 205A007 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 15 | | | 0100 205A008 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 16 | | | 0110 205A009 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 17 | | | 0120 205A010 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 18 | | | 0130 205A011 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 19 | | | 0140 205A012 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 20 | | | 0150 205A013 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 21 | | | 0160 205A014 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 23 | | | 0170 205A015 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 24 | | | 0180 205A016 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 26 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 12003 |( 5 ) 13099 |( 6 ) 14001 |L & A CONTRACTING COMPANY |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 27 | | | 0200 205A018 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 29 | | | 0210 205A019 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 30 | | | 0220 205A020 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 31 | | | 0221 205A021 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal of Structures, Structure No. 32 | | | 0222 205A022 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 33 | | | 0223 205A023 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1.00000 1.00 Removal Of Structures, Structure No. 34 | | | 0230 206B000 LUMP| 1575.00000 1575.00| 1500.00000 1500.00| 2500.00000 2500.00 Removal Of Old Box Culvert, Station Sta | | | 309+57 (partial) | | | 0240 206B001 LUMP| 1575.00000 1575.00| 1500.00000 1500.00| 2500.00000 2500.00 Removal Of Old Box Culvert, Station Sta | | | 402+21 (partial) | | | 0250 206C003 218.000 SQYD| 2.10000 457.80| 2.00000 436.00| 2.50000 545.00 Removing Concrete Flumes | | | 0260 206D000 1150.000 LF | 5.25000 6037.50| 5.00000 5750.00| 10.00000 11500.00 Removing Pipe | | | 0270 206E000 8.000 EACH| 262.50000 2100.00| 250.00000 2000.00| 500.00000 4000.00 Removing Headwalls | | | 0280 210A000 894626.000 CUYD| 1.58000 1413509.08| 1.50000 1341939.00| 1.71000 1529810.46 Unclassified Excavation | | | 0285 210B000 1548.000 CUYD| 2.63000 4071.24| 2.50000 3870.00| 3.25000 5031.00 Channel Excavation | | | 0290 210C000 30080.000 CUYD| 4.20000 126336.00| 4.00000 120320.00| 3.25000 97760.00 Muck Excavation | | | 0300 210E000 1667.000 CUYD| 5.25000 8751.75| 5.00000 8335.00| 6.00000 10002.00 Borrow Excavation (Underwater Backfill) | | | 0310 214A000 8717.000 CUYD| 3.49000 30422.33| 2.50000 21792.50| 3.75000 32688.75 Structure Excavation | | | 0320 214B001 2954.000 CUYD| 44.10000 130271.40| 42.00000 124068.00| 38.00000 112252.00 Foundation Backfill, Commercial | | | 0330 306B000 1.000 EACH| 7350.00000 7350.00| 7000.00000 7000.00| 7500.00000 7500.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 12003 |( 5 ) 13099 |( 6 ) 14001 |L & A CONTRACTING COMPANY |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 430B000 1475.000 TON | 25.73000 37951.75| 24.50000 36137.50| 25.00000 36875.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0350 502A000 675664.000 LB | 0.84000 567557.76| 1.00000 675664.00| 0.91000 614854.24 Steel Reinforcement | | | 0360 502B000 LUMP| 76870.44000 76870.44| 95610.00000 95610.00| 95610.00000 95610.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 430+20, US 84 WBL | | | 0370 502B001 LUMP| 45068.22000 45068.22| 56055.00000 56055.00| 56055.00000 56055.00 Steel Reinforcement For Bridge | | | Superstructure STA. 440+70, US 84 WBL, | | | 0380 502B002 LUMP| 123926.95000 123926.95| 154138.00000 154138.00| 154138.00000 154138.00 Steel Reinforcement For Bridge | | | Superstructure STA. 541+37, US 84 EBL, | | | 0390 502B003 LUMP| 54165.48000 54165.48| 67370.00000 67370.00| 67370.00000 67370.00 Steel Reinforcement For Bridge | | | Superstructure STA. 549+78, US 84 EBL | | | 0400 505A002 4.000 EACH| 5000.00000 20000.00| 2800.00000 11200.00| 2800.00000 11200.00 Steel Test Piles (HP 12x53) | | | 0410 505A004 1.000 EACH| 6000.00000 6000.00| 2800.00000 2800.00| 2800.00000 2800.00 Steel Test Piles (HP 14x73) | | | 0420 505B057 4.000 EACH| 12500.00000 50000.00| 2800.00000 11200.00| 2800.00000 11200.00 Static Loading Tests (HP 12x53) | | | 0430 505B059 1.000 EACH| 17000.00000 17000.00| 2800.00000 2800.00| 2800.00000 2800.00 Static Loading Tests (HP 14x73) | | | 0440 505B087 4.000 EACH| 5000.00000 20000.00| 1000.00000 4000.00| 1000.00000 4000.00 Dynamic Loading Tests (HP 12x53) | | | 0450 505B089 1.000 EACH| 5000.00000 5000.00| 1000.00000 1000.00| 1000.00000 1000.00 Dynamic Loading Tests (HP 14x73) | | | 0460 505M002 5303.000 LF | 28.00000 148484.00| 28.00000 148484.00| 28.00000 148484.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0470 505M004 1849.000 LF | 35.00000 64715.00| 32.00000 59168.00| 32.00000 59168.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0480 506A003 840.000 LF | 200.00000 168000.00| 193.00000 162120.00| 193.00000 162120.00 Drilled Shaft Excavation, 5'-0" Diamete | | | 0490 506A008 634.000 LF | 130.00000 82420.00| 175.00000 110950.00| 175.00000 110950.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0500 506C042 634.000 LF | 125.00000 79250.00| 70.00000 44380.00| 70.00000 44380.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -14 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 12003 |( 5 ) 13099 |( 6 ) 14001 |L & A CONTRACTING COMPANY |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 506C044 842.000 LF | 195.00000 164190.00| 107.00000 90094.00| 107.00000 90094.00 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0520 506F006 108.000 LF | 265.00000 28620.00| 245.00000 26460.00| 245.00000 26460.00 Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0530 506F008 46.000 LF | 200.00000 9200.00| 194.00000 8924.00| 194.00000 8924.00 Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0540 506G002 10.000 EACH| 1800.00000 18000.00| 1500.00000 15000.00| 1500.00000 15000.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0550 506G004 15.000 EACH| 1800.00000 27000.00| 1500.00000 22500.00| 1500.00000 22500.00 Crosshole Sonic Logging, 5'-0" Diameter | | | 0560 508A000 41963.000 LB | 2.00000 83926.00| 3.50000 146870.50| 3.50000 146870.50 Structural Steel | | | 0570 510A000 747.000 CUYD| 425.00000 317475.00| 475.00000 354825.00| 475.00000 354825.00 Bridge Substructure Concrete, Class A | | | 0580 510C051 LUMP| 199000.00000 199000.00| 189050.00000 189050.00| 189050.00000 189050.00 Bridge Concrete Superstructure, STA. | | | 430+20, US 84 WBL | | | 0590 510C052 LUMP| 123050.00000 123050.00| 101650.00000 101650.00| 101650.00000 101650.00 Bridge Concrete Superstructure, STA. | | | 440+70, US 84 WBL, | | | 0600 510C053 LUMP| 279000.00000 279000.00| 294500.00000 294500.00| 294500.00000 294500.00 Bridge Concrete Superstructure, STA. | | | 541+37, US 84 EBL, | | | 0610 510C054 LUMP| 168000.00000 168000.00| 114000.00000 114000.00| 114000.00000 114000.00 Bridge Concrete Superstructure, STA. | | | 549+78, US 84 EBL | | | 0620 510E000 4824.000 SQYD| 2.00000 9648.00| 5.00000 24120.00| 5.00000 24120.00 Grooving Concrete Bridge Decks | | | 0630 511A050 72.000 EACH| 60.00000 4320.00| 100.00000 7200.00| 100.00000 7200.00 Elastomeric Bearing Type 2(Mark B1) | | | 0640 511A051 36.000 EACH| 65.00000 2340.00| 110.00000 3960.00| 110.00000 3960.00 Elastomeric Bearing Type 2(Mark B2) | | | 0650 511A052 120.000 EACH| 80.00000 9600.00| 120.00000 14400.00| 120.00000 14400.00 Elastomeric Bearing Type 2(Mark B3) | | | 0660 513B003 1189.000 LF | 55.00000 65395.00| 72.80000 86559.20| 72.80000 86559.20 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -15 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 12003 |( 5 ) 13099 |( 6 ) 14001 |L & A CONTRACTING COMPANY |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 513B004 1059.000 LF | 75.00000 79425.00| 92.50000 97957.50| 92.50000 97957.50 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0680 513B005 4921.000 LF | 87.00000 428127.00| 125.00000 615125.00| 125.00000 615125.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0690 524A011 1006.000 CUYD| 315.00000 316890.00| 300.00000 301800.00| 300.00000 301800.00 Culvert Concrete (Cast In Place) | | | 0700 524B011 168.000 CUYD| 616.19000 103519.92| 586.85000 98590.80| 586.85000 98590.80 Culvert Concrete Extension (Cast In | | | Place) | | | 0710 530A001 4599.000 LF | 18.90000 86921.10| 18.00000 82782.00| 18.75000 86231.25 18" Roadway Pipe (Class 3 R.C.) | | | 0720 530A002 787.000 LF | 26.25000 20658.75| 25.00000 19675.00| 24.50000 19281.50 24" Roadway Pipe (Class 3 R.C.) | | | 0730 530A003 146.000 LF | 36.75000 5365.50| 35.00000 5110.00| 33.50000 4891.00 30" Roadway Pipe (Class 3 R.C.) | | | 0740 530A004 572.000 LF | 45.15000 25825.80| 43.00000 24596.00| 43.50000 24882.00 36" Roadway Pipe (Class 3 R.C.) | | | 0750 530A005 492.000 LF | 57.75000 28413.00| 55.00000 27060.00| 56.50000 27798.00 42" Roadway Pipe (Class 3 R.C.) | | | 0760 530A006 90.000 LF | 73.50000 6615.00| 70.00000 6300.00| 70.50000 6345.00 48" Roadway Pipe (Class 3 R.C.) | | | 0770 530A015 276.000 LF | 49.35000 13620.60| 47.00000 12972.00| 46.50000 12834.00 36" Roadway Pipe (Class 4 R.C.) | | | 0780 530A102 30.000 LF | 52.50000 1575.00| 50.00000 1500.00| 30.00000 900.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0790 530A201 148.000 LF | 26.25000 3885.00| 25.00000 3700.00| 21.00000 3108.00 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0800 530A602 144.000 LF | 33.60000 4838.40| 32.00000 4608.00| 26.00000 3744.00 24" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0810 530A808 37.000 LF | 47.25000 1748.25| 45.00000 1665.00| 33.00000 1221.00 18" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0820 530C001 43.000 LF | 157.50000 6772.50| 150.00000 6450.00| 350.00000 15050.00 18" Roadway Pipe, Jacked Installation | | | (Smooth Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -16 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 12003 |( 5 ) 13099 |( 6 ) 14001 |L & A CONTRACTING COMPANY |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 535A001 2134.000 LF | 18.90000 40332.60| 18.00000 38412.00| 19.25000 41079.50 18" Side Drain Pipe | | | 0840 535A002 77.000 LF | 28.35000 2182.95| 27.00000 2079.00| 26.00000 2002.00 24" Side Drain Pipe | | | 0850 535A003 66.000 LF | 35.70000 2356.20| 34.00000 2244.00| 30.00000 1980.00 30" Side Drain Pipe | | | 0860 535A004 95.000 LF | 39.90000 3790.50| 38.00000 3610.00| 36.00000 3420.00 36" Side Drain Pipe | | | 0870 600A000 LUMP| 575000.00000 575000.00| 746693.97000 746693.97| 668000.00000 668000.00 Mobilization | | | 0880 601A000 1.000 EACH| 31500.00000 31500.00| 5000.00000 5000.00| 1.00000 1.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0890 602A000 143.000 EACH| 105.00000 15015.00| 100.00000 14300.00| 98.00000 14014.00 Right Of Way Markers | | | 0900 602B000 17.000 EACH| 183.75000 3123.75| 175.00000 2975.00| 250.00000 4250.00 Land Survey Markers | | | 0910 606A000 6000.000 LF | 5.25000 31500.00| 5.00000 30000.00| 9.00000 54000.00 6" Underdrain Pipe | | | 0920 610C001 12424.000 TON | 27.30000 339175.20| 26.00000 323024.00| 29.00000 360296.00 Loose Riprap, Class 2 | | | 0930 610D003 9613.000 SQYD| 2.36000 22686.68| 2.25000 21629.25| 2.10000 20187.30 Filter Blanket, Geotextile | | | 0940 614A000 2860.000 CUYD| 200.00000 572000.00| 195.00000 557700.00| 195.00000 557700.00 Slope Paving | | | 0950 619A002 49.000 EACH| 525.00000 25725.00| 500.00000 24500.00| 525.00000 25725.00 18" Roadway Pipe End Treatment, Class 1 | | | 0960 619A003 14.000 EACH| 630.00000 8820.00| 600.00000 8400.00| 650.00000 9100.00 24" Roadway Pipe End Treatment, Class 1 | | | 0970 619A005 7.000 EACH| 1260.00000 8820.00| 1200.00000 8400.00| 900.00000 6300.00 36" Roadway Pipe End Treatment, Class 1 | | | 0980 619A006 2.000 EACH| 1942.50000 3885.00| 1850.00000 3700.00| 1060.00000 2120.00 42" Roadway Pipe End Treatment, Class 1 | | | 0990 619A007 2.000 EACH| 2362.50000 4725.00| 2250.00000 4500.00| 1250.00000 2500.00 48" Roadway Pipe End Treatment, Class 1 | | | 1000 619A101 50.000 EACH| 551.25000 27562.50| 525.00000 26250.00| 550.00000 27500.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 1010 619A102 4.000 EACH| 630.00000 2520.00| 600.00000 2400.00| 700.00000 2800.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -17 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 12003 |( 5 ) 13099 |( 6 ) 14001 |L & A CONTRACTING COMPANY |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 619A128 2.000 EACH| 2205.00000 4410.00| 2100.00000 4200.00| 1300.00000 2600.00 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 1030 619A129 2.000 EACH| 2887.50000 5775.00| 2750.00000 5500.00| 1310.00000 2620.00 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 1040 620A000 2.000 CUYD| 1050.00000 2100.00| 1000.00000 2000.00| 400.00000 800.00 Minor Structure Concrete | | | 1050 621A000 5.000 EACH| 2047.50000 10237.50| 1950.00000 9750.00| 1950.00000 9750.00 Junction Boxes, Type 1, 1P Or 5 | | | 1060 621A001 4.000 EACH| 2257.50000 9030.00| 2150.00000 8600.00| 2225.00000 8900.00 Junction Boxes, Type 1, 2P Or 5 | | | 1070 621A010 1.000 EACH| 2205.00000 2205.00| 2100.00000 2100.00| 1550.00000 1550.00 Junction Boxes, Type 3 | | | 1080 621A013 2.000 EACH| 3937.50000 7875.00| 3750.00000 7500.00| 3225.00000 6450.00 Junction Boxes, Type Special | | | 1090 621A017 2.000 EACH| 5775.00000 11550.00| 5500.00000 11000.00| 3150.00000 6300.00 Junction Boxes, Type 4, 2P Or 5 | | | 1100 621A058 1.000 EACH| 2625.00000 2625.00| 2500.00000 2500.00| 1850.00000 1850.00 Junction Boxes, Type 3 (Modified) | | | 1110 621B000 3.000 EACH| 577.50000 1732.50| 550.00000 1650.00| 500.00000 1500.00 Junction Box Units, Type 1, 1P Or 5 | | | 1120 621B001 3.000 EACH| 708.75000 2126.25| 675.00000 2025.00| 550.00000 1650.00 Junction Box Units, Type 1, 2P Or 5 | | | 1130 621B019 1.000 EACH| 787.50000 787.50| 750.00000 750.00| 600.00000 600.00 Junction Box Units, Type 4, 2P Or 5 | | | 1140 621B035 2.000 EACH| 787.50000 1575.00| 750.00000 1500.00| 500.00000 1000.00 Junction Box Units, Type Special | | | 1150 621C020 37.000 EACH| 2021.25000 74786.25| 1925.00000 71225.00| 1500.00000 55500.00 Inlets, Type Y | | | 1160 621D019 54.000 EACH| 498.75000 26932.50| 475.00000 25650.00| 500.00000 27000.00 Inlet Units, Type Y | | | 1170 621I002 2.000 EACH| 9975.00000 19950.00| 9500.00000 19000.00| 6250.00000 12500.00 Stilling Basins, Type 2 | | | 1180 630A001 1250.000 LF | 19.95000 24937.50| 19.00000 23750.00| 19.00000 23750.00 Steel Beam Guardrail, Class A, Type 2 | | | 1190 630C070 4.000 EACH| 1575.00000 6300.00| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 1200 650B000 62779.000 CUYD| 2.10000 131835.90| 2.00000 125558.00| 1.85000 116141.15 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -18 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 12003 |( 5 ) 13099 |( 6 ) 14001 |L & A CONTRACTING COMPANY |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 651B000 145.000 TON | 31.50000 4567.50| 30.00000 4350.00| 29.00000 4205.00 Agricultural Limestone | | | 1220 652A061 116.000 ACRE| 418.43000 48537.88| 400.00000 46400.00| 350.00000 40600.00 Seeding (Mix 3E) | | | 1230 652C000 116.000 ACRE| 34.65000 4019.40| 33.00000 3828.00| 35.00000 4060.00 Mowing | | | 1240 654A001 13502.000 SQYD| 3.47000 46851.94| 3.30000 44556.60| 2.40000 32404.80 Solid Sodding (Bermuda) | | | 1250 656A000 111.000 ACRE| 418.43000 46445.73| 400.00000 44400.00| 300.00000 33300.00 Mulching, Class A, Type 1 | | | 1260 656A001 5.000 ACRE| 693.00000 3465.00| 660.00000 3300.00| 350.00000 1750.00 Mulching, Class A, Type 2 | | | 1270 659A000 1143.000 SQYD| 1.95000 2228.85| 1.86000 2125.98| 1.20000 1371.60 Erosion Control Netting, Class A | | | 1280 659A001 1141.000 SQYD| 1.95000 2224.95| 1.86000 2122.26| 1.35000 1540.35 Erosion Control Netting, Class B | | | 1290 665A000 45.000 ACRE| 354.90000 15970.50| 338.00000 15210.00| 325.00000 14625.00 Temporary Seeding | | | 1300 665B000 45.000 ACRE| 354.90000 15970.50| 338.00000 15210.00| 300.00000 13500.00 Temporary Mulching | | | 1310 665F000 670.000 EACH| 7.25000 4857.50| 6.90000 4623.00| 5.00000 3350.00 Hay Bales | | | 1320 665I000 2160.000 TON | 31.50000 68040.00| 30.00000 64800.00| 29.00000 62640.00 Temporary Riprap, Class 2 | | | 1330 665J000 55380.000 LF | 3.15000 174447.00| 3.00000 166140.00| 3.00000 166140.00 Silt Fence, Type A | | | 1340 665L000 130.000 LF | 9.45000 1228.50| 100.00000 13000.00| 20.00000 2600.00 Floating Basin Boom | | | 1350 665N000 50.000 TON | 29.40000 1470.00| 28.00000 1400.00| 26.00000 1300.00 Temporary Coarse Aggregate, ALDOT | | | Number 1 | | | 1360 665N001 500.000 TON | 29.40000 14700.00| 28.00000 14000.00| 26.00000 13000.00 Temporary Coarse Aggregate, ALDOT | | | Number 4 | | | 1370 665O001 55380.000 LF | 0.53000 29351.40| 0.50000 27690.00| 0.20000 11076.00 Silt Fence Removal | | | 1380 665P000 10.000 EACH| 787.50000 7875.00| 750.00000 7500.00| 425.00000 4250.00 Siltation Filter For Inlet Protection | | | 1390 665Q000 192.000 LF | 7.35000 1411.20| 7.00000 1344.00| 7.00000 1344.00 12 Inch Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -19 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 12003 |( 5 ) 13099 |( 6 ) 14001 |L & A CONTRACTING COMPANY |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 665Q001 1024.000 LF | 13.13000 13445.12| 12.50000 12800.00| 9.25000 9472.00 20 Inch Wattle | | | 1410 666A001 116.000 ACRE| 5.25000 609.00| 5.00000 580.00| 12.00000 1392.00 Pest Control Treatment | | | 1420 680A000 LUMP| 250000.00000 250000.00| 115000.00000 115000.00| 165000.00000 165000.00 Engineering Controls | | | 1430 726A000 550.000 LF | 36.75000 20212.50| 35.00000 19250.00| 60.00000 33000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1440 726A001 10.000 LF | 89.25000 892.50| 85.00000 850.00| 175.00000 1750.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1450 726D000 1.000 EACH| 15750.00000 15750.00| 15000.00000 15000.00| 10000.00000 10000.00 Portable Impact Attenuator LS | | | 1460 740B000 673.000 SQFT| 8.14000 5478.22| 8.00000 5384.00| 7.25000 4879.25 Construction Signs | | | 1470 740D000 729.000 EACH| 54.60000 39803.40| 85.00000 61965.00| 50.00000 36450.00 Channelizing Drums | | | 1480 740E000 100.000 EACH| 9.71000 971.00| 25.00000 2500.00| 25.00000 2500.00 Cones (36 Inches High) | | | 1490 740F002 58.000 EACH| 189.00000 10962.00| 220.00000 12760.00| 175.00000 10150.00 Barricades, Type III | | | 1500 740I005 29.000 EACH| 74.55000 2161.95| 1000.00000 29000.00| 475.00000 13775.00 Warning Lights, Type B (Detachable Head | | | 1510 740M001 100.000 EACH| 6.30000 630.00| 1.00000 100.00| 10.00000 1000.00 Ballast For Cone | | | 1520 999 000 7500.000 HOUR| 0.80000 6000.00| 0.80000 6000.00| 0.80000 6000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,219,251.34| $ 9,541,855.06| $ 9,554,849.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,219,251.34| $ 9,541,855.06| $ 9,554,849.15 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -20 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 7 ) 02032 |( 8 ) 05009 |( ) |BULLARD EXCAVATING, INC. |EUTAW 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| 369575.00000 369575.00| 515000.00000 515000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 179 ACRES) | | | 0020 204A000 2.000 EACH| 550.00000 1100.00| 1000.00000 2000.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 2 | | | 0040 205A002 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 3 | | | 0050 205A003 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 9 | | | 0060 205A004 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 11 | | | 0070 205A005 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 12 | | | 0080 205A006 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 13 | | | 0090 205A007 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 15 | | | 0100 205A008 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 16 | | | 0110 205A009 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 17 | | | 0120 205A010 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 18 | | | 0130 205A011 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 19 | | | 0140 205A012 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 20 | | | 0150 205A013 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 21 | | | 0160 205A014 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 23 | | | 0170 205A015 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 24 | | | 0180 205A016 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 26 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -21 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 7 ) 02032 |( 8 ) 05009 |( ) |BULLARD EXCAVATING, INC. |EUTAW CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 27 | | | 0200 205A018 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 29 | | | 0210 205A019 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 30 | | | 0220 205A020 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 31 | | | 0221 205A021 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal of Structures, Structure No. 32 | | | 0222 205A022 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 33 | | | 0223 205A023 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Removal Of Structures, Structure No. 34 | | | 0230 206B000 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| Removal Of Old Box Culvert, Station Sta | | | 309+57 (partial) | | | 0240 206B001 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| Removal Of Old Box Culvert, Station Sta | | | 402+21 (partial) | | | 0250 206C003 218.000 SQYD| 5.50000 1199.00| 6.00000 1308.00| Removing Concrete Flumes | | | 0260 206D000 1150.000 LF | 5.50000 6325.00| 6.00000 6900.00| Removing Pipe | | | 0270 206E000 8.000 EACH| 385.00000 3080.00| 775.00000 6200.00| Removing Headwalls | | | 0280 210A000 894626.000 CUYD| 1.66000 1485079.16| 1.50000 1341939.00| Unclassified Excavation | | | 0285 210B000 1548.000 CUYD| 8.00000 12384.00| 8.00000 12384.00| Channel Excavation | | | 0290 210C000 30080.000 CUYD| 4.40000 132352.00| 4.65000 139872.00| Muck Excavation | | | 0300 210E000 1667.000 CUYD| 10.00000 16670.00| 6.00000 10002.00| Borrow Excavation (Underwater Backfill) | | | 0310 214A000 8717.000 CUYD| 7.15000 62326.55| 8.00000 69736.00| Structure Excavation | | | 0320 214B001 2954.000 CUYD| 24.00000 70896.00| 40.00000 118160.00| Foundation Backfill, Commercial | | | 0330 306B000 1.000 EACH| 7500.00000 7500.00| 8000.00000 8000.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -22 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 7 ) 02032 |( 8 ) 05009 |( ) |BULLARD EXCAVATING, INC. |EUTAW CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 430B000 1475.000 TON | 28.00000 41300.00| 32.00000 47200.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0350 502A000 675664.000 LB | 0.68000 459451.52| 0.85000 574314.40| Steel Reinforcement | | | 0360 502B000 LUMP| 70000.00000 70000.00| 81270.00000 81270.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 430+20, US 84 WBL | | | 0370 502B001 LUMP| 40000.00000 40000.00| 47650.00000 47650.00| Steel Reinforcement For Bridge | | | Superstructure STA. 440+70, US 84 WBL, | | | 0380 502B002 LUMP| 105000.00000 105000.00| 131000.00000 131000.00| Steel Reinforcement For Bridge | | | Superstructure STA. 541+37, US 84 EBL, | | | 0390 502B003 LUMP| 49000.00000 49000.00| 57265.00000 57265.00| Steel Reinforcement For Bridge | | | Superstructure STA. 549+78, US 84 EBL | | | 0400 505A002 4.000 EACH| 2600.00000 10400.00| 2500.00000 10000.00| Steel Test Piles (HP 12x53) | | | 0410 505A004 1.000 EACH| 3600.00000 3600.00| 2500.00000 2500.00| Steel Test Piles (HP 14x73) | | | 0420 505B057 4.000 EACH| 1500.00000 6000.00| 2500.00000 10000.00| Static Loading Tests (HP 12x53) | | | 0430 505B059 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| Static Loading Tests (HP 14x73) | | | 0440 505B087 4.000 EACH| 400.00000 1600.00| 1000.00000 4000.00| Dynamic Loading Tests (HP 12x53) | | | 0450 505B089 1.000 EACH| 400.00000 400.00| 1000.00000 1000.00| Dynamic Loading Tests (HP 14x73) | | | 0460 505M002 5303.000 LF | 32.00000 169696.00| 24.50000 129923.50| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0470 505M004 1849.000 LF | 43.00000 79507.00| 31.00000 57319.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0480 506A003 840.000 LF | 195.00000 163800.00| 165.00000 138600.00| Drilled Shaft Excavation, 5'-0" Diamete | | | 0490 506A008 634.000 LF | 145.00000 91930.00| 105.00000 66570.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0500 506C042 634.000 LF | 150.00000 95100.00| 51.00000 32334.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -23 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 7 ) 02032 |( 8 ) 05009 |( ) |BULLARD EXCAVATING, INC. |EUTAW CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 506C044 842.000 LF | 200.00000 168400.00| 80.00000 67360.00| Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0520 506F006 108.000 LF | 320.00000 34560.00| 217.00000 23436.00| Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0530 506F008 46.000 LF | 300.00000 13800.00| 175.00000 8050.00| Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0540 506G002 10.000 EACH| 3000.00000 30000.00| 1500.00000 15000.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0550 506G004 15.000 EACH| 3200.00000 48000.00| 1500.00000 22500.00| Crosshole Sonic Logging, 5'-0" Diameter | | | 0560 508A000 41963.000 LB | 2.75000 115398.25| 3.50000 146870.50| Structural Steel | | | 0570 510A000 747.000 CUYD| 495.00000 369765.00| 500.00000 373500.00| Bridge Substructure Concrete, Class A | | | 0580 510C051 LUMP| 220000.00000 220000.00| 199000.00000 199000.00| Bridge Concrete Superstructure, STA. | | | 430+20, US 84 WBL | | | 0590 510C052 LUMP| 139000.00000 139000.00| 107000.00000 107000.00| Bridge Concrete Superstructure, STA. | | | 440+70, US 84 WBL, | | | 0600 510C053 LUMP| 330000.00000 330000.00| 310000.00000 310000.00| Bridge Concrete Superstructure, STA. | | | 541+37, US 84 EBL, | | | 0610 510C054 LUMP| 154000.00000 154000.00| 120000.00000 120000.00| Bridge Concrete Superstructure, STA. | | | 549+78, US 84 EBL | | | 0620 510E000 4824.000 SQYD| 1.80000 8683.20| 5.00000 24120.00| Grooving Concrete Bridge Decks | | | 0630 511A050 72.000 EACH| 47.00000 3384.00| 100.00000 7200.00| Elastomeric Bearing Type 2(Mark B1) | | | 0640 511A051 36.000 EACH| 55.00000 1980.00| 110.00000 3960.00| Elastomeric Bearing Type 2(Mark B2) | | | 0650 511A052 120.000 EACH| 66.00000 7920.00| 120.00000 14400.00| Elastomeric Bearing Type 2(Mark B3) | | | 0660 513B003 1189.000 LF | 58.00000 68962.00| 73.00000 86797.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -24 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 7 ) 02032 |( 8 ) 05009 |( ) |BULLARD EXCAVATING, INC. |EUTAW CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 513B004 1059.000 LF | 85.00000 90015.00| 98.00000 103782.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0680 513B005 4921.000 LF | 110.00000 541310.00| 125.00000 615125.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0690 524A011 1006.000 CUYD| 366.14000 368336.84| 310.00000 311860.00| Culvert Concrete (Cast In Place) | | | 0700 524B011 168.000 CUYD| 584.69000 98227.92| 350.00000 58800.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0710 530A001 4599.000 LF | 23.44000 107800.56| 22.50000 103477.50| 18" Roadway Pipe (Class 3 R.C.) | | | 0720 530A002 787.000 LF | 33.47000 26340.89| 27.50000 21642.50| 24" Roadway Pipe (Class 3 R.C.) | | | 0730 530A003 146.000 LF | 50.23000 7333.58| 37.00000 5402.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0740 530A004 572.000 LF | 66.38000 37969.36| 46.00000 26312.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0750 530A005 492.000 LF | 89.94000 44250.48| 60.00000 29520.00| 42" Roadway Pipe (Class 3 R.C.) | | | 0760 530A006 90.000 LF | 122.61000 11034.90| 75.00000 6750.00| 48" Roadway Pipe (Class 3 R.C.) | | | 0770 530A015 276.000 LF | 70.11000 19350.36| 55.00000 15180.00| 36" Roadway Pipe (Class 4 R.C.) | | | 0780 530A102 30.000 LF | 33.47000 1004.10| 35.00000 1050.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0790 530A201 148.000 LF | 28.31000 4189.88| 25.00000 3700.00| 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0800 530A602 144.000 LF | 33.21000 4782.24| 30.00000 4320.00| 24" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0810 530A808 37.000 LF | 40.65000 1504.05| 40.00000 1480.00| 18" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0820 530C001 43.000 LF | 500.00000 21500.00| 200.00000 8600.00| 18" Roadway Pipe, Jacked Installation | | | (Smooth Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -25 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 7 ) 02032 |( 8 ) 05009 |( ) |BULLARD EXCAVATING, INC. |EUTAW CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 535A001 2134.000 LF | 23.98000 51173.32| 16.50000 35211.00| 18" Side Drain Pipe | | | 0840 535A002 77.000 LF | 35.17000 2708.09| 22.00000 1694.00| 24" Side Drain Pipe | | | 0850 535A003 66.000 LF | 42.29000 2791.14| 30.00000 1980.00| 30" Side Drain Pipe | | | 0860 535A004 95.000 LF | 51.66000 4907.70| 35.00000 3325.00| 36" Side Drain Pipe | | | 0870 600A000 LUMP| 605000.00000 605000.00| 800000.00000 800000.00| Mobilization | | | 0880 601A000 1.000 EACH| 12000.00000 12000.00| 15000.00000 15000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0890 602A000 143.000 EACH| 100.00000 14300.00| 75.00000 10725.00| Right Of Way Markers | | | 0900 602B000 17.000 EACH| 500.00000 8500.00| 75.00000 1275.00| Land Survey Markers | | | 0910 606A000 6000.000 LF | 17.60000 105600.00| 10.00000 60000.00| 6" Underdrain Pipe | | | 0920 610C001 12424.000 TON | 35.40000 439809.60| 36.00000 447264.00| Loose Riprap, Class 2 | | | 0930 610D003 9613.000 SQYD| 1.82000 17495.66| 2.50000 24032.50| Filter Blanket, Geotextile | | | 0940 614A000 2860.000 CUYD| 210.00000 600600.00| 195.00000 557700.00| Slope Paving | | | 0950 619A002 49.000 EACH| 525.00000 25725.00| 525.00000 25725.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0960 619A003 14.000 EACH| 630.00000 8820.00| 650.00000 9100.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0970 619A005 7.000 EACH| 1260.00000 8820.00| 900.00000 6300.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0980 619A006 2.000 EACH| 1942.50000 3885.00| 1060.00000 2120.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0990 619A007 2.000 EACH| 2362.50000 4725.00| 1250.00000 2500.00| 48" Roadway Pipe End Treatment, Class 1 | | | 1000 619A101 50.000 EACH| 551.25000 27562.50| 550.00000 27500.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 1010 619A102 4.000 EACH| 630.00000 2520.00| 700.00000 2800.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -26 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 7 ) 02032 |( 8 ) 05009 |( ) |BULLARD EXCAVATING, INC. |EUTAW CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 619A128 2.000 EACH| 2205.00000 4410.00| 1300.00000 2600.00| 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 1030 619A129 2.000 EACH| 2887.50000 5775.00| 1310.00000 2620.00| 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 1040 620A000 2.000 CUYD| 1050.00000 2100.00| 400.00000 800.00| Minor Structure Concrete | | | 1050 621A000 5.000 EACH| 2047.50000 10237.50| 1950.00000 9750.00| Junction Boxes, Type 1, 1P Or 5 | | | 1060 621A001 4.000 EACH| 2257.50000 9030.00| 2225.00000 8900.00| Junction Boxes, Type 1, 2P Or 5 | | | 1070 621A010 1.000 EACH| 2205.00000 2205.00| 1550.00000 1550.00| Junction Boxes, Type 3 | | | 1080 621A013 2.000 EACH| 3937.50000 7875.00| 3225.00000 6450.00| Junction Boxes, Type Special | | | 1090 621A017 2.000 EACH| 5775.00000 11550.00| 3150.00000 6300.00| Junction Boxes, Type 4, 2P Or 5 | | | 1100 621A058 1.000 EACH| 2625.00000 2625.00| 1550.00000 1550.00| Junction Boxes, Type 3 (Modified) | | | 1110 621B000 3.000 EACH| 577.50000 1732.50| 500.00000 1500.00| Junction Box Units, Type 1, 1P Or 5 | | | 1120 621B001 3.000 EACH| 708.75000 2126.25| 550.00000 1650.00| Junction Box Units, Type 1, 2P Or 5 | | | 1130 621B019 1.000 EACH| 787.50000 787.50| 600.00000 600.00| Junction Box Units, Type 4, 2P Or 5 | | | 1140 621B035 2.000 EACH| 787.50000 1575.00| 500.00000 1000.00| Junction Box Units, Type Special | | | 1150 621C020 37.000 EACH| 2021.25000 74786.25| 1500.00000 55500.00| Inlets, Type Y | | | 1160 621D019 54.000 EACH| 498.75000 26932.50| 500.00000 27000.00| Inlet Units, Type Y | | | 1170 621I002 2.000 EACH| 9975.00000 19950.00| 6250.00000 12500.00| Stilling Basins, Type 2 | | | 1180 630A001 1250.000 LF | 19.95000 24937.50| 19.00000 23750.00| Steel Beam Guardrail, Class A, Type 2 | | | 1190 630C070 4.000 EACH| 1575.00000 6300.00| 1500.00000 6000.00| Guardrail End Anchor, Type 10 Series | | | 1200 650B000 62779.000 CUYD| 2.64000 165736.56| 3.00000 188337.00| Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -27 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 7 ) 02032 |( 8 ) 05009 |( ) |BULLARD EXCAVATING, INC. |EUTAW CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 651B000 145.000 TON | 33.00000 4785.00| 35.00000 5075.00| Agricultural Limestone | | | 1220 652A061 116.000 ACRE| 550.00000 63800.00| 410.00000 47560.00| Seeding (Mix 3E) | | | 1230 652C000 116.000 ACRE| 55.00000 6380.00| 40.00000 4640.00| Mowing | | | 1240 654A001 13502.000 SQYD| 3.85000 51982.70| 3.50000 47257.00| Solid Sodding (Bermuda) | | | 1250 656A000 111.000 ACRE| 605.00000 67155.00| 410.00000 45510.00| Mulching, Class A, Type 1 | | | 1260 656A001 5.000 ACRE| 676.50000 3382.50| 710.00000 3550.00| Mulching, Class A, Type 2 | | | 1270 659A000 1143.000 SQYD| 1.10000 1257.30| 1.50000 1714.50| Erosion Control Netting, Class A | | | 1280 659A001 1141.000 SQYD| 1.38000 1574.58| 2.00000 2282.00| Erosion Control Netting, Class B | | | 1290 665A000 45.000 ACRE| 343.20000 15444.00| 350.00000 15750.00| Temporary Seeding | | | 1300 665B000 45.000 ACRE| 402.60000 18117.00| 350.00000 15750.00| Temporary Mulching | | | 1310 665F000 670.000 EACH| 7.70000 5159.00| 8.00000 5360.00| Hay Bales | | | 1320 665I000 2160.000 TON | 40.90000 88344.00| 35.00000 75600.00| Temporary Riprap, Class 2 | | | 1330 665J000 55380.000 LF | 4.68000 259178.40| 3.25000 179985.00| Silt Fence, Type A | | | 1340 665L000 130.000 LF | 9.90000 1287.00| 15.00000 1950.00| Floating Basin Boom | | | 1350 665N000 50.000 TON | 100.00000 5000.00| 35.00000 1750.00| Temporary Coarse Aggregate, ALDOT | | | Number 1 | | | 1360 665N001 500.000 TON | 50.00000 25000.00| 35.00000 17500.00| Temporary Coarse Aggregate, ALDOT | | | Number 4 | | | 1370 665O001 55380.000 LF | 0.55000 30459.00| 0.15000 8307.00| Silt Fence Removal | | | 1380 665P000 10.000 EACH| 357.50000 3575.00| 500.00000 5000.00| Siltation Filter For Inlet Protection | | | 1390 665Q000 192.000 LF | 6.00000 1152.00| 7.50000 1440.00| 12 Inch Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 007 -28 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20040730007 COUNTIES : COVINGTON LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 7 ) 02032 |( 8 ) 05009 |( ) |BULLARD EXCAVATING, INC. |EUTAW CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 665Q001 1024.000 LF | 8.00000 8192.00| 9.00000 9216.00| 20 Inch Wattle | | | 1410 666A001 116.000 ACRE| 6.00000 696.00| 5.50000 638.00| Pest Control Treatment | | | 1420 680A000 LUMP| 87500.00000 87500.00| 450000.00000 450000.00| Engineering Controls | | | 1430 726A000 550.000 LF | 36.75000 20212.50| 35.00000 19250.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1440 726A001 10.000 LF | 89.25000 892.50| 85.00000 850.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 1450 726D000 1.000 EACH| 15750.00000 15750.00| 15000.00000 15000.00| Portable Impact Attenuator LS | | | 1460 740B000 673.000 SQFT| 7.25000 4879.25| 7.25000 4879.25| Construction Signs | | | 1470 740D000 729.000 EACH| 55.00000 40095.00| 50.00000 36450.00| Channelizing Drums | | | 1480 740E000 100.000 EACH| 10.00000 1000.00| 15.00000 1500.00| Cones (36 Inches High) | | | 1490 740F002 58.000 EACH| 175.00000 10150.00| 250.00000 14500.00| Barricades, Type III | | | 1500 740I005 29.000 EACH| 475.00000 13775.00| 475.00000 13775.00| Warning Lights, Type B (Detachable Head | | | 1510 740M001 100.000 EACH| 1.00000 100.00| 10.00000 1000.00| Ballast For Cone | | | 1520 999 000 7500.000 HOUR| 0.80000 6000.00| 0.80000 6000.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,866,963.14| $ 9,972,788.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,866,963.14| $ 9,972,788.65| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20040730010 COUNTIES : JEFFERSON BLOUNT LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 WALKER OTHERS CONTRACT TIME : 230 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPTE-CN02(910) for constructing the Pedestrian Safety Improvements at various sites in the Third Division as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16048 WALKER PATTON COMPANY, INC. $ 454,076.00 100.0000% 2 19060 STONE ELECTRIC COMPANY, INC. $ 488,290.90 107.5351% 3 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 496,600.00 109.3650% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040730010 COUNTIES : JEFFERSON BLOUNT LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 WALKER OTHERS ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 19060 |( 3 ) 19083 |WALKER PATTON COMPANY, INC. |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 80357.00000 80357.00| 15000.00000 15000.00| 36000.00000 36000.00 Mobilization | | | 0020 618A000 3342.000 SQYD| 41.00000 137022.00| 90.00000 300780.00| 45.00000 150390.00 Concrete Sidewalk, 4" Thick | | | 0030 703A002 37143.000 SQFT| 2.25000 83571.75| 2.35000 87286.05| 4.50000 167143.50 Traffic Control Markings, Class 2, Type | | | A | | | 0040 703B002 2491.000 SQFT| 2.25000 5604.75| 2.35000 5853.85| 4.50000 11209.50 Traffic Control Legends, Class 2, Type | | | 0050 710A115 2206.000 SQFT| 17.50000 38605.00| 2.35000 5184.10| 20.50000 45223.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0060 710B001 3250.000 LF | 10.00000 32500.00| 2.35000 7637.50| 9.00000 29250.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0070 730Y001 LUMP| 6884.00000 6884.00| 5884.00000 5884.00| 2900.00000 2900.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | 0080 730Y002 LUMP| 4923.00000 4923.00| 3923.00000 3923.00| 2900.00000 2900.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | 0090 730Y003 LUMP| 6375.00000 6375.00| 5375.00000 5375.00| 2900.00000 2900.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | 0100 730Y004 LUMP| 9123.00000 9123.00| 8123.00000 8123.00| 2900.00000 2900.00 Furnishingh And Installing Pedestal | | | Pole And Foundation With Flashing Beacon| | | 0110 730Y005 LUMP| 6415.00000 6415.00| 5415.00000 5415.00| 2900.00000 2900.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | 0120 730Y006 LUMP| 8607.00000 8607.00| 7607.00000 7607.00| 2900.00000 2900.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | 0130 730Y007 LUMP| 6071.00000 6071.00| 5071.00000 5071.00| 2900.00000 2900.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040730010 COUNTIES : JEFFERSON BLOUNT LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 WALKER OTHERS ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 19060 |( 3 ) 19083 |WALKER PATTON COMPANY, INC. |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CONTRAC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 730Y008 LUMP| 6427.00000 6427.00| 5427.00000 5427.00| 2900.00000 2900.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | 0150 740B000 658.000 SQFT| 7.25000 4770.50| 8.80000 5790.40| 15.00000 9870.00 Construction Signs | | | 0160 740D000 133.000 EACH| 58.00000 7714.00| 25.00000 3325.00| 90.00000 11970.00 Channelizing Drums | | | 0170 740E000 22.000 EACH| 12.00000 264.00| 14.50000 319.00| 17.00000 374.00 Cones (36 Inches High) | | | 0180 740I005 1.000 EACH| 288.00000 288.00| 70.00000 70.00| 150.00000 150.00 Warning Lights, Type B (Detachable Head | | | 0190 740M001 22.000 EACH| 7.00000 154.00| 10.00000 220.00| 10.00000 220.00 Ballast For Cone | | | 0200 741C010 2.000 EACH| 4200.00000 8400.00| 5000.00000 10000.00| 5800.00000 11600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 454,076.00| $ 488,290.90| $ 496,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 454,076.00| $ 488,290.90| $ 496,600.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20040730011 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STP0A-CN04(218) for constructing the Resurfacing, Traffic Stripe and Pipe Replacement on Tabor Road from the Gadsden city limits to the Tabor Community. Length - 8.835 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,070,240.00 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,154,851.82 107.9059% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040730011 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0011 201C000 LUMP| 60000.00000 60000.00| 16500.00000 16500.00| Clearing | | | 0020 206D000 542.000 LF | 13.00000 7046.00| 20.00000 10840.00| Removing Pipe | | | 0030 206D001 662.000 LF | 1.25000 827.50| 1.00000 662.00| Removing Guardrail | | | 0040 206E019 10.000 EACH| 100.00000 1000.00| 50.00000 500.00| Removing Guardrail End Anchor (Type 10) | | | 0050 210D001 5300.000 CUYD| 8.00000 42400.00| 10.75000 56975.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214B001 167.000 CUYD| 35.00000 5845.00| 37.00000 6179.00| Foundation Backfill, Commercial | | | 0070 401B106 114043.000 SQYD| 1.25000 142553.75| 1.52000 173345.36| Bituminous Treatment JG (With Polymer | | | Additive) | | | 0080 405A000 6000.000 GAL | 0.00000 0.00| 0.10000 600.00| Tack Coat | | | 0090 429A221 12254.000 TON | 41.00000 502414.00| 39.02000 478151.08| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0100 429A226 400.000 TON | 47.00000 18800.00| 50.00000 20000.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0110 429C224 200.000 TON | 65.00000 13000.00| 135.00000 27000.00| Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0115 430B043 755.000 TON | 22.00000 16610.00| 18.10000 13665.50| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0120 530A001 120.000 LF | 35.00000 4200.00| 67.53000 8103.60| 18" Roadway Pipe (Class 3 R.C.) | | | 0130 530A002 140.000 LF | 45.00000 6300.00| 82.34000 11527.60| 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040730011 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 530A003 100.000 LF | 50.00000 5000.00| 94.56000 9456.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0150 530A004 92.000 LF | 60.00000 5520.00| 104.43000 9607.56| 36" Roadway Pipe (Class 3 R.C.) | | | 0160 530A005 40.000 LF | 70.00000 2800.00| 119.07000 4762.80| 42" Roadway Pipe (Class 3 R.C.) | | | 0170 530A006 52.000 LF | 90.00000 4680.00| 163.00000 8476.00| 48" Roadway Pipe (Class 3 R.C.) | | | 0180 600A000 LUMP| 49000.00000 49000.00| 105171.00000 105171.00| Mobilization | | | 0190 619A002 6.000 EACH| 775.00000 4650.00| 650.00000 3900.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0200 619A003 6.000 EACH| 850.00000 5100.00| 760.00000 4560.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0210 619A004 4.000 EACH| 1100.00000 4400.00| 1050.00000 4200.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0220 619A005 4.000 EACH| 1450.00000 5800.00| 1370.00000 5480.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0230 619A006 2.000 EACH| 1700.00000 3400.00| 1760.00000 3520.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0240 619A007 2.000 EACH| 2100.00000 4200.00| 2200.00000 4400.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0250 630A021 1475.000 LF | 14.25000 21018.75| 18.00000 26550.00| Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | 0260 630C070 26.000 EACH| 1525.00000 39650.00| 1400.00000 36400.00| Guardrail End Anchor, Type 10 Series | | | 0285 658A001 4.000 ACRE| 1200.00000 4800.00| 1100.00000 4400.00| Hydro-Seeding & Mulching (Mix 1E) | | | 0290 665F000 535.000 EACH| 6.00000 3210.00| 8.00000 4280.00| Hay Bales | | | 0300 665J000 1620.000 LF | 3.00000 4860.00| 6.50000 10530.00| Silt Fence, Type A | | | 0310 665O001 1620.000 LF | 1.00000 1620.00| 1.00000 1620.00| Silt Fence Removal | | | 0320 701A031 17.000 MILE| 1150.00000 19550.00| 1161.50000 19745.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0330 701A035 13.000 MILE| 1320.00000 17160.00| 1333.20000 17331.60| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040730011 COUNTIES : ETOWAH LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 701A045 4.000 MILE| 830.00000 3320.00| 838.30000 3353.20| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0350 701C000 8.000 MILE| 520.00000 4160.00| 525.20000 4201.60| Broken Temporary Traffic Stripe | | | 0360 701C001 26.000 MILE| 580.00000 15080.00| 585.80000 15230.80| Solid Temporary Traffic Stripe | | | 0370 703A002 690.000 SQFT| 2.50000 1725.00| 2.53000 1745.70| Traffic Control Markings, Class 2, Type | | | A | | | 0380 703D001 690.000 SQFT| 1.50000 1035.00| 1.52000 1048.80| Temporary Traffic Control Markings | | | 0390 705A032 260.000 EACH| 5.50000 1430.00| 5.56000 1445.60| Pavement Markers, Class A-H, Type 1-B | | | 0400 705A037 900.000 EACH| 5.50000 4950.00| 5.56000 5004.00| Pavement Markers, Class A-H, Type 2-D | | | 0410 740B000 456.000 SQFT| 10.00000 4560.00| 7.42000 3383.52| Construction Signs | | | 0420 740D000 50.000 EACH| 35.00000 1750.00| 66.18000 3309.00| Channelizing Drums | | | 0430 740E000 50.000 EACH| 5.00000 250.00| 1.00000 50.00| Cones (36 Inches High) | | | 0440 740M001 50.000 EACH| 3.00000 150.00| 1.00000 50.00| Ballast For Cone | | | 0450 740O000 1.000 EACH| 4415.00000 4415.00| 7590.00000 7590.00| Pilot Car | | | SECTION TOTALS | $ 1,070,240.00| $ 1,154,851.82| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,070,240.00| $ 1,154,851.82| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20040730013 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-0014(501) for constructing the Bridge Replacement and Approaches on S.R.#14 at Autauga Creek in the city of Prattville. Length - 0.372 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 2,574,313.15 100.0000% 2 13036 THE MORRIS GROUP, INC. $ 2,760,799.85 107.2441% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040730013 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13036 |( ) |MCINNIS, LLC |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| 12000.00000 12000.00| 12000.00000 12000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 4 Acres) | | | 0020 206A000 LUMP| 55000.00000 55000.00| 47000.00000 47000.00| Removal Of Old Bridge, Station 10+94.66 | | | 0030 206C000 373.000 SQYD| 5.00000 1865.00| 10.00000 3730.00| Removing Concrete Sidewalk | | | 0040 206C010 96.000 SQYD| 5.00000 480.00| 10.00000 960.00| Removing Concrete Driveway | | | 0050 206D000 1278.000 LF | 3.00000 3834.00| 10.00000 12780.00| Removing Pipe | | | 0060 206D002 1095.000 LF | 2.50000 2737.50| 3.00000 3285.00| Removing Curb | | | 0070 206D003 219.000 LF | 3.00000 657.00| 5.00000 1095.00| Removing Curb And Gutter | | | 0080 206E000 8.000 EACH| 50.00000 400.00| 500.00000 4000.00| Removing Headwalls | | | 0090 206E001 4.000 EACH| 100.00000 400.00| 2500.00000 10000.00| Removing Inlets | | | 0100 206E042 1.000 EACH| 250.00000 250.00| 3000.00000 3000.00| Removing Inlets (Partial) | | | 0110 210A000 815.000 CUYD| 5.00000 4075.00| 10.00000 8150.00| Unclassified Excavation | | | 0120 210D011 3853.000 CUYD| 9.54000 36757.62| 15.00000 57795.00| Borrow Excavation (A-4 or Better) | | | 0130 214A000 1327.000 CUYD| 4.50000 5971.50| 15.00000 19905.00| Structure Excavation | | | 0140 214B001 309.000 CUYD| 12.72000 3930.48| 30.00000 9270.00| Foundation Backfill, Commercial | | | 0150 301A012 3000.000 SQYD| 10.07000 30210.00| 7.65000 22950.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 1000.000 SQYD| 1.20000 1200.00| 0.75000 750.00| Bituminous Treatment A | | | 0170 405A000 350.000 GAL | 1.00000 350.00| 1.50000 525.00| Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040730013 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13036 |( ) |MCINNIS, LLC |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A361 592.000 TON | 46.00000 27232.00| 53.00000 31376.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424A367 1200.000 TON | 48.50000 58200.00| 53.00000 63600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 460.000 TON | 63.30000 29118.00| 50.00000 23000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B681 300.000 TON | 80.50000 24150.00| 52.00000 15600.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B685 85.000 TON | 55.00000 4675.00| 80.00000 6800.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 450B000 169.000 SQYD| 80.00000 13520.00| 70.00000 11830.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0240 502A000 164180.000 LB | 0.88000 144478.40| 0.70000 114926.00| Steel Reinforcement | | | 0250 502B000 LUMP| 145000.00000 145000.00| 112000.00000 112000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 10+55, Approx. 140,| | | 600 lbs. | | | 0260 505A002 1.000 EACH| 1850.00000 1850.00| 1100.00000 1100.00| Steel Test Piles (HP 12x53) | | | 0270 505B057 1.000 EACH| 750.00000 750.00| 3000.00000 3000.00| Static Loading Tests (HP 12x53) | | | 0280 505B087 1.000 EACH| 500.00000 500.00| 200.00000 200.00| Dynamic Loading Tests (HP 12x53) | | | 0290 505M002 947.000 LF | 34.00000 32198.00| 35.00000 33145.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0300 506A008 566.000 LF | 216.00000 122256.00| 170.00000 96220.00| Drilled Shaft Excavation, 4'-0" Diamete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040730013 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13036 |( ) |MCINNIS, LLC |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 506C042 566.000 LF | 87.00000 49242.00| 138.00000 78108.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0320 506G002 9.000 EACH| 3200.00000 28800.00| 530.00000 4770.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0330 508A000 9892.000 LB | 4.85000 47976.20| 2.00000 19784.00| Structural Steel | | | 0340 510A000 238.000 CUYD| 473.00000 112574.00| 490.00000 116620.00| Bridge Substructure Concrete, Class A | | | 0350 510C051 LUMP| 268000.00000 268000.00| 258000.00000 258000.00| Bridge Concrete Superstructure, Sta. | | | 10+55, Approx. 514 cu. yds. | | | 0360 510E000 1343.000 SQYD| 4.15000 5573.45| 3.00000 4029.00| Grooving Concrete Bridge Decks | | | 0370 511A001 64.000 EACH| 300.00000 19200.00| 120.00000 7680.00| Elastomeric Bearings, Type 2 | | | 0380 513B005 2528.000 LF | 93.00000 235104.00| 105.00000 265440.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0390 533A098 417.000 LF | 50.00000 20850.00| 75.00000 31275.00| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0400 533A099 714.000 LF | 65.00000 46410.00| 85.00000 60690.00| 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0410 533A100 381.000 LF | 85.00000 32385.00| 60.00000 22860.00| 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0420 533B100 87.000 LF | 85.00000 7395.00| 100.00000 8700.00| 36" Span, 23" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0430 600A000 LUMP| 189800.00000 189800.00| 410000.00000 410000.00| Mobilization | | | 0440 602A000 3.000 EACH| 300.00000 900.00| 100.00000 300.00| Right Of Way Markers | | | 0450 603C002 1.000 EACH| 24000.00000 24000.00| 20000.00000 20000.00| Furnishing Type 3 Field Office (State | | | Retained) | | | 0460 606A000 1000.000 LF | 8.00000 8000.00| 14.00000 14000.00| 6" Underdrain Pipe | | | 0470 610C001 31.000 TON | 35.00000 1085.00| 50.00000 1550.00| Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040730013 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13036 |( ) |MCINNIS, LLC |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 610D000 33.000 SQYD| 5.00000 165.00| 3.00000 99.00| Filter Blanket | | | 0490 618A000 745.000 SQYD| 38.50000 28682.50| 38.50000 28682.50| Concrete Sidewalk, 4" Thick | | | 0500 619A101 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0510 619A128 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0520 619B068 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0530 620A000 3.000 CUYD| 800.00000 2400.00| 800.00000 2400.00| Minor Structure Concrete | | | 0540 621A000 5.000 EACH| 2200.00000 11000.00| 2200.00000 11000.00| Junction Boxes, Type 1, 1P Or 5 | | | 0550 621B000 1.000 EACH| 50.00000 50.00| 50.00000 50.00| Junction Box Units, Type 1, 1P Or 5 | | | 0560 621C015 4.000 EACH| 2500.00000 10000.00| 2500.00000 10000.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0570 621C017 12.000 EACH| 3000.00000 36000.00| 3000.00000 36000.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0580 621D015 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| Inlet Units, Type S1 Or S3 | | | 0590 623A000 337.000 LF | 15.00000 5055.00| 15.00000 5055.00| Concrete Gutter | | | 0600 623C000 3061.000 LF | 9.50000 29079.50| 9.50000 29079.50| Combination Curb & Gutter, Type C | | | 0610 630A001 314.000 LF | 16.50000 5181.00| 16.50000 5181.00| Steel Beam Guardrail, Class A, Type 2 | | | 0620 630C003 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| Guardrail End Anchor, Type 13 | | | 0630 630C050 3.000 EACH| 1800.00000 5400.00| 1800.00000 5400.00| Guardrail End Anchor, Type 20 Series | | | 0640 634E000 635.000 LF | 28.00000 17780.00| 5.00000 3175.00| Industrial Fence, 6 Feet High, Special | | | Mounting | | | 0650 641A512 20.000 LF | 11.50000 230.00| 11.50000 230.00| 3/4 Inch Copper Water Service Line Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 013 -6 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040730013 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13036 |( ) |MCINNIS, LLC |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 641A612 2160.000 LF | 53.80000 116208.00| 53.80000 116208.00| 6 Inch Ductile Iron Water Main Laid | | | 0670 641A682 360.000 LF | 75.90000 27324.00| 75.90000 27324.00| 6 Inch Ductile Iron Water Main Laid | | | (Restained Joint) | | | 0680 641C500 3000.000 LB | 0.10000 300.00| 0.10000 300.00| Ductile Iron Fittings | | | 0690 641D500 1.000 EACH| 2619.30000 2619.30| 2619.00000 2619.00| Fire Hydrant | | | 0700 641E500 1.000 EACH| 2619.30000 2619.30| 2619.00000 2619.00| Fire Hydrant Reset | | | 0710 641J516 4.000 EACH| 817.30000 3269.20| 817.30000 3269.20| 6 Inch Gate Valve with Box | | | 0720 641O514 3.000 EACH| 515.90000 1547.70| 515.90000 1547.70| 6 Inch x 6 Inch Tapping Valve and Sleev | | | 0730 641P600 3.000 EACH| 754.00000 2262.00| 754.00000 2262.00| Wet Connections | | | 0740 641Q510 1.000 EACH| 324.90000 324.90| 324.90000 324.90| 3/4 Inch Water Meter And Box Set | | | 0750 645A510 250.000 LF | 88.10000 22025.00| 88.10000 22025.00| 8 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 0760 645A518 450.000 LF | 107.50000 48375.00| 107.50000 48375.00| 16 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 0770 645H510 3.000 EACH| 2108.30000 6324.90| 2108.00000 6324.00| 48 Inch Manhole | | | 0780 645I500 10.000 EACH| 310.10000 3101.00| 310.00000 3100.00| 48 Inch Manhole Unit | | | 0790 645K500 4.000 EACH| 434.10000 1736.40| 434.00000 1736.00| Manhole Frame And Cover Reset | | | 0800 649A530 100.000 LF | 179.80000 17980.00| 180.00000 18000.00| 10 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0810 649A545 70.000 LF | 223.20000 15624.00| 223.00000 15610.00| 16 Inch Steel Encasement Pipe Type 1 | | | Installation | | | 0820 649A560 60.000 LF | 496.10000 29766.00| 496.00000 29760.00| 24 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 013 -7 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040730013 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13036 |( ) |MCINNIS, LLC |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 649A660 150.000 LF | 496.10000 74415.00| 496.00000 74400.00| 24 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0840 650A000 1000.000 CUYD| 22.00000 22000.00| 20.00000 20000.00| Topsoil | | | 0850 652A056 2.000 ACRE| 600.00000 1200.00| 600.00000 1200.00| Seeding (Mix 2E) | | | 0860 654A001 1000.000 SQYD| 3.50000 3500.00| 3.50000 3500.00| Solid Sodding (Bermuda) | | | 0870 656A000 2.000 ACRE| 500.00000 1000.00| 500.00000 1000.00| Mulching, Class A, Type 1 | | | 0880 659A000 300.000 SQYD| 2.00000 600.00| 2.00000 600.00| Erosion Control Netting, Class A | | | 0890 665A000 1.000 ACRE| 250.00000 250.00| 250.00000 250.00| Temporary Seeding | | | 0900 665B000 1.000 ACRE| 250.00000 250.00| 250.00000 250.00| Temporary Mulching | | | 0910 665F000 544.000 EACH| 7.00000 3808.00| 6.00000 3264.00| Hay Bales | | | 0920 665J000 2660.000 LF | 4.00000 10640.00| 3.00000 7980.00| Silt Fence, Type A | | | 0930 665O001 2660.000 LF | 1.10000 2926.00| 1.00000 2660.00| Silt Fence Removal | | | 0940 680A000 LUMP| 32500.00000 32500.00| 60000.00000 60000.00| Engineering Controls | | | 0950 701A046 1.000 MILE| 1300.00000 1300.00| 1250.00000 1250.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0960 701A048 1.000 MILE| 2700.00000 2700.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0970 701B009 170.000 LF | 1.00000 170.00| 1.00000 170.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0980 701B016 100.000 LF | 4.40000 440.00| 4.00000 400.00| Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0990 701C003 4.000 MILE| 825.00000 3300.00| 750.00000 3000.00| Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 013 -8 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040730013 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13036 |( ) |MCINNIS, LLC |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 701D007 1.000 MILE| 1800.00000 1800.00| 1650.00000 1650.00| Solid Traffic Stripe Removed (Paint) | | | 1010 701D009 1.000 MILE| 1375.00000 1375.00| 1250.00000 1250.00| Solid Traffic Stripe Removed (Tape) | | | 1020 701D014 1.000 MILE| 1650.00000 1650.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 1030 701E006 1300.000 LF | 2.25000 2925.00| 2.00000 2600.00| Solid Temporary Traffic | | | Stripe(Removable Tape) | | | 1040 701G125 640.000 LF | 4.80000 3072.00| 4.31000 2758.40| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1050 701G133 640.000 LF | 4.80000 3072.00| 4.31000 2758.40| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1060 703A002 4300.000 SQFT| 2.75000 11825.00| 2.50000 10750.00| Traffic Control Markings, Class 2, Type | | | A | | | 1070 703A010 50.000 SQFT| 16.50000 825.00| 15.00000 750.00| Traffic Control Markings,Class 3W,Type | | | 1080 703B002 113.000 SQFT| 3.85000 435.05| 3.50000 395.50| Traffic Control Legends, Class 2, Type | | | 1090 703B010 500.000 SQFT| 24.00000 12000.00| 22.00000 11000.00| Traffic Control Legends,Class 3W,Type A | | | 1100 703D002 500.000 SQFT| 1.65000 825.00| 1.50000 750.00| Temporary Traffic Control Markings | | | (Paint) | | | 1110 705A011 60.000 EACH| 2.00000 120.00| 5.50000 330.00| Pavement Markers, Class C, Type 1-A | | | 1120 705A023 60.000 EACH| 2.00000 120.00| 5.50000 330.00| Pavement Markers, Class C, Type 2-D | | | 1130 705A030 11.000 EACH| 5.75000 63.25| 5.25000 57.75| Pavement Markers, Class A-H, Type 2-C | | | 1140 705A031 11.000 EACH| 5.75000 63.25| 5.25000 57.75| Pavement Markers, Class A-H, Type 1-A | | | 1150 705A032 44.000 EACH| 5.75000 253.00| 5.25000 231.00| Pavement Markers, Class A-H, Type 1-B | | | 1160 705A037 293.000 EACH| 5.75000 1684.75| 5.25000 1538.25| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 013 -9 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040730013 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13036 |( ) |MCINNIS, LLC |THE MORRIS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 705A038 20.000 EACH| 5.75000 115.00| 5.25000 105.00| Pavement Markers, Class A-H, Type 2-E | | | 1180 740B000 612.000 SQFT| 8.00000 4896.00| 7.50000 4590.00| Construction Signs | | | 1190 740D000 75.000 EACH| 75.00000 5625.00| 52.00000 3900.00| Channelizing Drums | | | 1200 740E000 50.000 EACH| 30.00000 1500.00| 15.00000 750.00| Cones (36 Inches High) | | | 1210 740F002 8.000 EACH| 225.00000 1800.00| 165.00000 1320.00| Barricades, Type III | | | 1220 740I005 4.000 EACH| 550.00000 2200.00| 300.00000 1200.00| Warning Lights, Type B (Detachable Head | | | 1230 740L005 50.000 EACH| 75.00000 3750.00| 85.00000 4250.00| Vertical Panel, Type I (Double-Sided) | | | 1240 740M001 50.000 EACH| 1.00000 50.00| 10.00000 500.00| Ballast For Cone | | | 1250 742A001 2.000 EACH| 12500.00000 25000.00| 9500.00000 19000.00| Portable Changeable Message Sign, Type | | | 1260 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,574,313.15| $ 2,760,799.85| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,574,313.15| $ 2,760,799.85| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20040730014 COUNTIES : MOBILE LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0016(503) for constructing the Grade, Drainage and Pavement (Service Road) on the south side of S.R.#16 (U.S.#90) from East Road to Larue Steiner Road west of Mobile. Length 0.242 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20021 C. THORNTON, INC. $ 399,992.65 100.0000% 2 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 438,232.90 109.5602% 3 19058 S. J. & L., INC. $ 449,510.00 112.3796% 4 23029 J. S. WALTON & COMPANY, INC. $ 469,092.84 117.2754% 5 23011 HOSEA O. WEAVER & SONS, INC. $ 470,430.46 117.6098% 6 07050 GULF EQUIPMENT CORPORATION $ 544,655.00 136.1663% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040730014 COUNTIES : MOBILE LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 23056 |( 3 ) 19058 |C. THORNTON, INC. |JOHN G. WALTON CONSTRUCTION |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 201A001 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 ACRES) | | | 0020 206C001 447.000 SQYD| 6.00000 2682.00| 8.25000 3687.75| 5.00000 2235.00 Removing Concrete Pavement | | | 0030 206D000 28.000 LF | 5.00000 140.00| 15.52000 434.56| 12.00000 336.00 Removing Pipe | | | 0040 206D011 10.000 LF | 10.00000 100.00| 20.39000 203.90| 23.00000 230.00 Removing Fence | | | 0050 206E000 5.000 EACH| 150.00000 750.00| 183.72000 918.60| 233.00000 1165.00 Removing Headwalls | | | 0060 210A000 2001.000 CUYD| 4.00000 8004.00| 10.20000 20410.20| 10.00000 20010.00 Unclassified Excavation | | | 0070 210E000 35.000 CUYD| 15.00000 525.00| 14.56000 509.60| 18.60000 651.00 Borrow Excavation (Underwater Backfill) | | | 0080 214A000 412.000 CUYD| 9.00000 3708.00| 0.03000 12.36| 9.75000 4017.00 Structure Excavation | | | 0090 214B000 147.000 CUYD| 12.00000 1764.00| 13.80000 2028.60| 14.50000 2131.50 Foundation Backfill, Local | | | 0100 214B002 35.000 CUYD| 45.00000 1575.00| 51.75000 1811.25| 48.25000 1688.75 Foundation Backfill, Commercial (ALDOT | | | #467) | | | 0110 230A000 14.000 RBST| 250.00000 3500.00| 421.89000 5906.46| 367.50000 5145.00 Roadbed Processing | | | 0120 301A012 4580.000 SQYD| 9.00000 41220.00| 10.30000 47174.00| 9.25000 42365.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 4580.000 SQYD| 1.50000 6870.00| 0.86000 3938.80| 0.80000 3664.00 Bituminous Treatment A | | | 0140 405A000 135.000 GAL | 2.80000 378.00| 3.45000 465.75| 3.25000 438.75 Tack Coat | | | 0150 424A341 396.000 TON | 74.25000 29403.00| 63.25000 25047.00| 59.00000 23364.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0160 424B636 594.000 TON | 71.25000 42322.50| 63.25000 37570.50| 59.00000 35046.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040730014 COUNTIES : MOBILE LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 23056 |( 3 ) 19058 |C. THORNTON, INC. |JOHN G. WALTON CONSTRUCTION |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B640 80.000 TON | 55.00000 4400.00| 115.00000 9200.00| 110.00000 8800.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0180 424B644 67.000 TON | 120.00000 8040.00| 63.25000 4237.75| 59.00000 3953.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0190 430B040 100.000 TON | 35.00000 3500.00| 37.42000 3742.00| 29.25000 2925.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0200 502A000 10259.000 LB | 1.25000 12823.75| 1.44000 14772.96| 1.50000 15388.50 Steel Reinforcement | | | 0210 524A011 58.000 CUYD| 500.00000 29000.00| 575.00000 33350.00| 536.00000 31088.00 Culvert Concrete (Cast In Place) | | | 0220 530B003 288.000 LF | 53.75000 15480.00| 59.41000 17110.08| 62.00000 17856.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0230 600A000 LUMP| 24580.00000 24580.00| 43070.00000 43070.00| 52725.00000 52725.00 Mobilization | | | 0240 602C000 3.000 EACH| 100.00000 300.00| 575.00000 1725.00| 380.00000 1140.00 Permanent Easement Marker | | | 0250 610C001 57.000 TON | 45.00000 2565.00| 43.94000 2504.58| 48.25000 2750.25 Loose Riprap, Class 2 | | | 0260 610D003 45.000 SQYD| 3.00000 135.00| 3.03000 136.35| 5.00000 225.00 Filter Blanket, Geotextile | | | 0270 614A000 32.000 CUYD| 285.00000 9120.00| 327.75000 10488.00| 305.00000 9760.00 Slope Paving | | | 0280 618B002 41.000 SQYD| 30.00000 1230.00| 34.50000 1414.50| 32.25000 1322.25 Concrete Driveway, 6" Thick | | | 0290 619B118 1.000 EACH| 675.00000 675.00| 776.25000 776.25| 725.00000 725.00 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0300 621A005 4.000 EACH| 2800.00000 11200.00| 322.00000 1288.00| 3003.00000 12012.00 Junction Boxes, Type 1 | | | 0310 623A001 1284.000 LF | 28.00000 35952.00| 32.20000 41344.80| 30.00000 38520.00 Concrete Gutter (Valley) | | | 0320 623B000 1970.000 LF | 12.00000 23640.00| 13.80000 27186.00| 12.85000 25314.50 Concrete Curb, Type N | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040730014 COUNTIES : MOBILE LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 23056 |( 3 ) 19058 |C. THORNTON, INC. |JOHN G. WALTON CONSTRUCTION |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 641E500 2.000 EACH| 1400.00000 2800.00| 2190.31000 4380.62| 1825.00000 3650.00 Fire Hydrant Reset | | | 0340 641S500 17.000 EACH| 300.00000 5100.00| 389.04000 6613.68| 111.00000 1887.00 Valve Box Reset | | | 0350 645G515 4.000 EACH| 437.25000 1749.00| 1250.42000 5001.68| 157.00000 628.00 6 Inch Sanitary Sewer Lateral Cleanout | | | 0360 650A000 210.000 CUYD| 10.00000 2100.00| 12.85000 2698.50| 12.00000 2520.00 Topsoil | | | 0370 652A061 1.000 ACRE| 1000.00000 1000.00| 1078.65000 1078.65| 740.00000 740.00 Seeding (Mix 3E) | | | 0380 654A000 76.000 SQYD| 6.00000 456.00| 4.03000 306.28| 5.50000 418.00 Solid Sodding | | | 0390 656A000 1.000 ACRE| 1000.00000 1000.00| 1147.11000 1147.11| 730.00000 730.00 Mulching, Class A, Type 1 | | | 0400 659A000 76.000 SQYD| 3.00000 228.00| 3.19000 242.44| 3.75000 285.00 Erosion Control Netting, Class A | | | 0410 665A000 1.000 ACRE| 600.00000 600.00| 792.32000 792.32| 540.00000 540.00 Temporary Seeding | | | 0420 665B000 1.000 ACRE| 600.00000 600.00| 872.12000 872.12| 500.00000 500.00 Temporary Mulching | | | 0430 665F000 50.000 EACH| 5.00000 250.00| 12.20000 610.00| 8.75000 437.50 Hay Bales | | | 0440 665G000 75.000 EACH| 2.00000 150.00| 7.39000 554.25| 5.80000 435.00 Sand Bags | | | 0450 665I000 25.000 TON | 40.00000 1000.00| 48.69000 1217.25| 57.00000 1425.00 Temporary Riprap, Class 2 | | | 0460 665J000 1000.000 LF | 4.00000 4000.00| 3.92000 3920.00| 5.70000 5700.00 Silt Fence, Type A | | | 0470 665L000 100.000 LF | 20.00000 2000.00| 12.75000 1275.00| 15.00000 1500.00 Floating Basin Boom | | | 0480 665O001 1000.000 LF | 1.25000 1250.00| 1.56000 1560.00| 0.45000 450.00 Silt Fence Removal | | | 0490 665Q000 200.000 LF | 5.00000 1000.00| 10.96000 2192.00| 11.00000 2200.00 12 Inch Wattle | | | 0500 680A000 LUMP| 5000.00000 5000.00| 11925.00000 11925.00| 7620.00000 7620.00 Engineering Controls | | | 0510 701E000 2800.000 LF | 0.50000 1400.00| 0.52000 1456.00| 0.30000 840.00 Solid Temporary Traffic Stripe | | | 0520 701E010 1400.000 LF | 0.46000 644.00| 0.46000 644.00| 0.30000 420.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040730014 COUNTIES : MOBILE LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 23056 |( 3 ) 19058 |C. THORNTON, INC. |JOHN G. WALTON CONSTRUCTION |S. J. & L., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 701G050 3195.000 LF | 0.80000 2556.00| 0.81000 2587.95| 0.50000 1597.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0540 701G057 1104.000 LF | 0.70000 772.80| 0.69000 761.76| 0.50000 552.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (.09" Thick) (6" Wide) | | | 0550 701G073 206.000 LF | 1.00000 206.00| 0.90000 185.40| 1.00000 206.00 Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0560 701H001 325.000 LF | 1.00000 325.00| 0.75000 243.75| 1.00000 325.00 Solid Traffic Stripe Removed (Plastic) | | | 0570 703A002 413.000 SQFT| 3.60000 1486.80| 3.57000 1474.41| 5.00000 2065.00 Traffic Control Markings, Class 2, Type | | | A | | | 0580 703B002 23.000 SQFT| 4.25000 97.75| 4.20000 96.60| 5.00000 115.00 Traffic Control Legends, Class 2, Type | | | 0590 703D001 75.000 SQFT| 1.75000 131.25| 1.73000 129.75| 1.60000 120.00 Temporary Traffic Control Markings | | | 0600 705A037 28.000 EACH| 7.60000 212.80| 7.48000 209.44| 11.00000 308.00 Pavement Markers, Class A-H, Type 2-D | | | 0610 740B000 470.000 SQFT| 12.00000 5640.00| 18.95000 8906.50| 16.35000 7684.50 Construction Signs | | | 0620 740D000 300.000 EACH| 63.60000 19080.00| 5.75000 1725.00| 81.00000 24300.00 Channelizing Drums | | | 0630 740E000 50.000 EACH| 12.00000 600.00| 13.60000 680.00| 14.00000 700.00 Cones (36 Inches High) | | | 0640 740F002 4.000 EACH| 250.00000 1000.00| 229.07000 916.28| 345.00000 1380.00 Barricades, Type III | | | 0650 740I005 2.000 EACH| 300.00000 600.00| 177.53000 355.06| 270.00000 540.00 Warning Lights, Type B (Detachable Head | | | 0660 740M001 50.000 EACH| 7.50000 375.00| 9.31000 465.50| 9.00000 450.00 Ballast For Cone | | | 0670 741C010 1.000 EACH| 3000.00000 3000.00| 2543.00000 2543.00| 3250.00000 3250.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 399,992.65| $ 438,232.90| $ 449,510.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 399,992.65| $ 438,232.90| $ 449,510.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040730014 COUNTIES : MOBILE LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 23011 |( 6 ) 07050 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 6000.00000 6000.00| 4084.00000 4084.00| 6000.00000 6000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 ACRES) | | | 0020 206C001 447.000 SQYD| 7.39000 3303.33| 5.70000 2547.90| 11.25000 5028.75 Removing Concrete Pavement | | | 0030 206D000 28.000 LF | 21.85000 611.80| 33.05000 925.40| 22.50000 630.00 Removing Pipe | | | 0040 206D011 10.000 LF | 42.40000 424.00| 35.79000 357.90| 11.25000 112.50 Removing Fence | | | 0050 206E000 5.000 EACH| 122.35000 611.75| 185.05000 925.25| 437.50000 2187.50 Removing Headwalls | | | 0060 210A000 2001.000 CUYD| 9.91000 19829.91| 13.35000 26713.35| 10.00000 20010.00 Unclassified Excavation | | | 0070 210E000 35.000 CUYD| 33.05000 1156.75| 29.27000 1024.45| 13.75000 481.25 Borrow Excavation (Underwater Backfill) | | | 0080 214A000 412.000 CUYD| 10.03000 4132.36| 9.00000 3708.00| 10.00000 4120.00 Structure Excavation | | | 0090 214B000 147.000 CUYD| 19.40000 2851.80| 12.00000 1764.00| 15.00000 2205.00 Foundation Backfill, Local | | | 0100 214B002 35.000 CUYD| 53.38000 1868.30| 45.00000 1575.00| 100.00000 3500.00 Foundation Backfill, Commercial (ALDOT | | | #467) | | | 0110 230A000 14.000 RBST| 266.83000 3735.62| 331.88000 4646.32| 400.00000 5600.00 Roadbed Processing | | | 0120 301A012 4580.000 SQYD| 7.92000 36273.60| 8.87000 40624.60| 12.50000 57250.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 4580.000 SQYD| 0.84000 3847.20| 0.47000 2152.60| 0.90000 4122.00 Bituminous Treatment A | | | 0140 405A000 135.000 GAL | 3.35000 452.25| 1.31000 176.85| 3.40000 459.00 Tack Coat | | | 0150 424A341 396.000 TON | 61.33000 24286.68| 65.08000 25771.68| 62.00000 24552.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0160 424B636 594.000 TON | 61.33000 36430.02| 61.57000 36572.58| 62.00000 36828.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040730014 COUNTIES : MOBILE LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 23011 |( 6 ) 07050 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B640 80.000 TON | 111.50000 8920.00| 100.02000 8001.60| 90.00000 7200.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0180 424B644 67.000 TON | 61.33000 4109.11| 112.37000 7528.79| 62.00000 4154.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0190 430B040 100.000 TON | 26.21000 2621.00| 30.91000 3091.00| 33.75000 3375.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0200 502A000 10259.000 LB | 1.48000 15183.32| 1.25000 12823.75| 1.50000 15388.50 Steel Reinforcement | | | 0210 524A011 58.000 CUYD| 593.09000 34399.22| 500.00000 29000.00| 850.00000 49300.00 Culvert Concrete (Cast In Place) | | | 0220 530B003 288.000 LF | 50.31000 14489.28| 51.35000 14788.80| 62.50000 18000.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0230 600A000 LUMP| 92927.53000 92927.53| 83961.45000 83961.45| 53750.00000 53750.00 Mobilization | | | 0240 602C000 3.000 EACH| 228.68000 686.04| 310.91000 932.73| 100.00000 300.00 Permanent Easement Marker | | | 0250 610C001 57.000 TON | 34.45000 1963.65| 57.53000 3279.21| 45.00000 2565.00 Loose Riprap, Class 2 | | | 0260 610D003 45.000 SQYD| 3.61000 162.45| 7.25000 326.25| 5.00000 225.00 Filter Blanket, Geotextile | | | 0270 614A000 32.000 CUYD| 338.06000 10817.92| 285.00000 9120.00| 650.00000 20800.00 Slope Paving | | | 0280 618B002 41.000 SQYD| 35.59000 1459.19| 30.00000 1230.00| 75.00000 3075.00 Concrete Driveway, 6" Thick | | | 0290 619B118 1.000 EACH| 800.67000 800.67| 675.00000 675.00| 1125.00000 1125.00 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0300 621A005 4.000 EACH| 3321.30000 13285.20| 2800.00000 11200.00| 2500.00000 10000.00 Junction Boxes, Type 1 | | | 0310 623A001 1284.000 LF | 33.21000 42641.64| 28.00000 35952.00| 21.25000 27285.00 Concrete Gutter (Valley) | | | 0320 623B000 1970.000 LF | 14.23000 28033.10| 12.00000 23640.00| 17.50000 34475.00 Concrete Curb, Type N | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 014 -8 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040730014 COUNTIES : MOBILE LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 23011 |( 6 ) 07050 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 641E500 2.000 EACH| 1423.42000 2846.84| 1260.00000 2520.00| 1000.00000 2000.00 Fire Hydrant Reset | | | 0340 641S500 17.000 EACH| 296.54000 5041.18| 262.50000 4462.50| 250.00000 4250.00 Valve Box Reset | | | 0350 645G515 4.000 EACH| 444.82000 1779.28| 393.75000 1575.00| 500.00000 2000.00 6 Inch Sanitary Sewer Lateral Cleanout | | | 0360 650A000 210.000 CUYD| 21.28000 4468.80| 17.02000 3574.20| 17.50000 3675.00 Topsoil | | | 0370 652A061 1.000 ACRE| 1153.09000 1153.09| 500.00000 500.00| 1250.00000 1250.00 Seeding (Mix 3E) | | | 0380 654A000 76.000 SQYD| 3.15000 239.40| 3.00000 228.00| 5.50000 418.00 Solid Sodding | | | 0390 656A000 1.000 ACRE| 894.06000 894.06| 500.00000 500.00| 1250.00000 1250.00 Mulching, Class A, Type 1 | | | 0400 659A000 76.000 SQYD| 2.56000 194.56| 2.00000 152.00| 5.50000 418.00 Erosion Control Netting, Class A | | | 0410 665A000 1.000 ACRE| 704.07000 704.07| 400.00000 400.00| 1000.00000 1000.00 Temporary Seeding | | | 0420 665B000 1.000 ACRE| 590.65000 590.65| 400.00000 400.00| 1000.00000 1000.00 Temporary Mulching | | | 0430 665F000 50.000 EACH| 5.19000 259.50| 10.33000 516.50| 7.50000 375.00 Hay Bales | | | 0440 665G000 75.000 EACH| 4.33000 324.75| 10.78000 808.50| 5.00000 375.00 Sand Bags | | | 0450 665I000 25.000 TON | 33.89000 847.25| 46.10000 1152.50| 45.00000 1125.00 Temporary Riprap, Class 2 | | | 0460 665J000 1000.000 LF | 3.43000 3430.00| 4.34000 4340.00| 5.50000 5500.00 Silt Fence, Type A | | | 0470 665L000 100.000 LF | 13.75000 1375.00| 18.44000 1844.00| 35.00000 3500.00 Floating Basin Boom | | | 0480 665O001 1000.000 LF | 1.00000 1000.00| 1.53000 1530.00| 1.40000 1400.00 Silt Fence Removal | | | 0490 665Q000 200.000 LF | 12.35000 2470.00| 8.37000 1674.00| 12.50000 2500.00 12 Inch Wattle | | | 0500 680A000 LUMP| 9502.53000 9502.53| 6588.12000 6588.12| 33750.00000 33750.00 Engineering Controls | | | 0510 701E000 2800.000 LF | 0.36000 1008.00| 0.45000 1260.00| 0.50000 1400.00 Solid Temporary Traffic Stripe | | | 0520 701E010 1400.000 LF | 0.36000 504.00| 0.40000 560.00| 0.50000 700.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 014 -9 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040730014 COUNTIES : MOBILE LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 23011 |( 6 ) 07050 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 701G050 3195.000 LF | 0.59000 1885.05| 0.70000 2236.50| 0.80000 2556.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0540 701G057 1104.000 LF | 0.56000 618.24| 0.60000 662.40| 0.70000 772.80 Broken Yellow, Class 2, Type A Traffic | | | Stripe (.09" Thick) (6" Wide) | | | 0550 701G073 206.000 LF | 1.13000 232.78| 0.78000 160.68| 0.90000 185.40 Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0560 701H001 325.000 LF | 1.13000 367.25| 0.65000 211.25| 0.80000 260.00 Solid Traffic Stripe Removed (Plastic) | | | 0570 703A002 413.000 SQFT| 5.63000 2325.19| 3.10000 1280.30| 3.50000 1445.50 Traffic Control Markings, Class 2, Type | | | A | | | 0580 703B002 23.000 SQFT| 5.63000 129.49| 3.65000 83.95| 4.10000 94.30 Traffic Control Legends, Class 2, Type | | | 0590 703D001 75.000 SQFT| 1.69000 126.75| 1.50000 112.50| 1.70000 127.50 Temporary Traffic Control Markings | | | 0600 705A037 28.000 EACH| 11.27000 315.56| 6.50000 182.00| 8.00000 224.00 Pavement Markers, Class A-H, Type 2-D | | | 0610 740B000 470.000 SQFT| 3.55000 1668.50| 16.01000 7524.70| 15.00000 7050.00 Construction Signs | | | 0620 740D000 300.000 EACH| 3.59000 1077.00| 60.03000 18009.00| 100.00000 30000.00 Channelizing Drums | | | 0630 740E000 50.000 EACH| 3.92000 196.00| 13.34000 667.00| 17.00000 850.00 Cones (36 Inches High) | | | 0640 740F002 4.000 EACH| 49.00000 196.00| 333.49000 1333.96| 300.00000 1200.00 Barricades, Type III | | | 0650 740I005 2.000 EACH| 198.64000 397.28| 246.78000 493.56| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | 0660 740M001 50.000 EACH| 3.92000 196.00| 8.64000 432.00| 10.00000 500.00 Ballast For Cone | | | 0670 741C010 1.000 EACH| 2414.10000 2414.10| 3334.88000 3334.88| 7000.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 469,092.84| $ 470,430.46| $ 544,655.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 469,092.84| $ 470,430.46| $ 544,655.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20040730015 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 CONTRACT TIME : 60 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPHS-0017(511) for constructing the Superelevation Correction on S.R.#17 (U.S.#43) south of Hackleburg. Length 1.060 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 185,792.65 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 229,427.52 123.4858% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040730015 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( ) |TRI-COUNTY CONCRETE CONSTRU |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 427.000 TON | 24.95000 10653.65| 21.17000 9039.59| Crushed Aggregate, Section 825, Type B | | | (For Miscellaneous Use) | | | 0020 405A000 432.000 GAL | 0.95000 410.40| 1.04000 449.28| Tack Coat | | | 0030 408A053 14397.000 SQYD| 1.00000 14397.00| 1.79000 25770.63| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A356 576.000 TON | 39.50000 22752.00| 45.35000 26121.60| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0050 424B650 1584.000 TON | 32.65000 51717.60| 37.23000 58972.32| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B658 1500.000 TON | 34.25000 51375.00| 51.94000 77910.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 10000.00000 10000.00| 8301.78000 8301.78| Mobilization | | | 0080 680A000 LUMP| 2500.00000 2500.00| 2389.38000 2389.38| Engineering Controls | | | 0090 701A028 3.000 MILE| 1575.00000 4725.00| 1653.75000 4961.25| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A048 3.000 MILE| 1775.00000 5325.00| 1863.75000 5591.25| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701C001 9.000 MILE| 600.00000 5400.00| 630.00000 5670.00| Solid Temporary Traffic Stripe | | | 0120 705A037 140.000 EACH| 6.00000 840.00| 6.30000 882.00| Pavement Markers, Class A-H, Type 2-D | | | 0130 740B000 406.000 SQFT| 12.00000 4872.00| 7.99000 3243.94| Construction Signs | | | 0140 740E000 75.000 EACH| 6.00000 450.00| 0.62000 46.50| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040730015 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( ) |TRI-COUNTY CONCRETE CONSTRU |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740M001 75.000 EACH| 5.00000 375.00| 1.04000 78.00| Ballast For Cone | | | SECTION TOTALS | $ 185,792.65| $ 229,427.52| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 185,792.65| $ 229,427.52| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20040730016 COUNTIES : CONECUH LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 CONTRACT TIME : 360 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1821(200) for constructing the Bridge Replacement and Approaches on C.R.#6 at Burnt Corn Creek southeast of Lenox. Length - 0.161 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 909,095.65 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 921,645.95 101.3805% 3 13021 MURPHREE BRIDGE CORPORATION $ 925,125.20 101.7632% 4 02032 BULLARD EXCAVATING, INC. $ 931,231.40 102.4349% 5 13099 MCINNIS, LLC $ 953,697.90 104.9062% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040730016 COUNTIES : CONECUH LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 14005 |( 3 ) 13021 |NEWELL & BUSH, INC. |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION 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| 45000.00000 45000.00| 40000.00000 40000.00| 90000.00000 90000.00 Removal Of Old Bridge, Station 11+68.37 | | | 0030 401A000 1021.000 SQYD| 2.65000 2705.65| 3.00000 3063.00| 1.00000 1021.00 Bituminous Treatment A | | | 0040 424A341 89.000 TON | 105.00000 9345.00| 120.00000 10680.00| 195.00000 17355.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 502A000 17180.000 LB | 0.75000 12885.00| 1.50000 25770.00| 0.85000 14603.00 Steel Reinforcement | | | 0060 502B000 LUMP| 75000.00000 75000.00| 148267.50000 148267.50| 84018.25000 84018.25 Steel Reinforcement For Bridge | | | Superstructure, Sta 12+22.00 (Approx. | | | 98,845 Lbs) | | | 0070 505A030 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| 2000.00000 2000.00 Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505A036 2.000 EACH| 2000.00000 4000.00| 1000.00000 2000.00| 2000.00000 4000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0090 505B100 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| 2000.00000 2000.00 Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0100 505B106 2.000 EACH| 2000.00000 4000.00| 1000.00000 2000.00| 2000.00000 4000.00 Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0110 505M000 830.000 LF | 31.00000 25730.00| 25.00000 20750.00| 20.00000 16600.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0120 505M004 1411.000 LF | 40.00000 56440.00| 35.00000 49385.00| 30.00000 42330.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040730016 COUNTIES : CONECUH LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 14005 |( 3 ) 13021 |NEWELL & BUSH, INC. |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 508A000 10333.000 LB | 2.25000 23249.25| 3.00000 30999.00| 3.00000 30999.00 Structural Steel | | | 0140 510A000 125.000 CUYD| 550.00000 68750.00| 550.00000 68750.00| 510.00000 63750.00 Bridge Substructure Concrete, Class A | | | 0150 510C051 LUMP| 230000.00000 230000.00| 218350.00000 218350.00| 202470.00000 202470.00 Bridge Concrete Superstructure, Sta. | | | 12+22.00 (Approx. 397 Cu Yds) | | | 0160 510E000 1115.000 SQYD| 2.35000 2620.25| 2.23000 2486.45| 2.34000 2609.10 Grooving Concrete Bridge Decks | | | 0170 511A004 56.000 EACH| 250.00000 14000.00| 300.00000 16800.00| 300.00000 16800.00 Elastomeric Bearings, Type 4 | | | 0180 513B004 1654.000 LF | 95.00000 157130.00| 100.00000 165400.00| 115.00000 190210.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0190 600A000 LUMP| 100000.00000 100000.00| 27000.00000 27000.00| 69788.60000 69788.60 Mobilization | | | 0200 610C001 750.000 TON | 31.00000 23250.00| 32.00000 24000.00| 30.00000 22500.00 Loose Riprap, Class 2 | | | 0210 610D003 712.000 SQYD| 3.00000 2136.00| 5.00000 3560.00| 2.50000 1780.00 Filter Blanket, Geotextile | | | 0220 630A001 575.000 LF | 15.50000 8912.50| 15.00000 8625.00| 15.00000 8625.00 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C003 4.000 EACH| 1150.00000 4600.00| 1100.00000 4400.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1650.00000 6600.00| 1600.00000 6400.00| 1600.00000 6400.00 Guardrail End Anchor, Type 20 Series | | | 0250 665F000 48.000 EACH| 20.00000 960.00| 5.00000 240.00| 6.50000 312.00 Hay Bales | | | 0260 665J000 1770.000 LF | 6.00000 10620.00| 5.00000 8850.00| 3.10000 5487.00 Silt Fence, Type A | | | 0270 665O001 1770.000 LF | 1.00000 1770.00| 5.00000 8850.00| 0.50000 885.00 Silt Fence Removal | | | 0280 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 8200.00000 8200.00 Engineering Controls | | | 0290 701A031 1.000 MILE| 1200.00000 1200.00| 2000.00000 2000.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0300 701A035 1.000 MILE| 1200.00000 1200.00| 2000.00000 2000.00| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040730016 COUNTIES : CONECUH LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 14005 |( 3 ) 13021 |NEWELL & BUSH, INC. |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701C001 1.000 MILE| 1200.00000 1200.00| 1000.00000 1000.00| 1000.00000 1000.00 Solid Temporary Traffic Stripe | | | 0320 740B000 141.000 SQFT| 12.00000 1692.00| 20.00000 2820.00| 7.25000 1022.25 Construction Signs | | | 0330 740F002 8.000 EACH| 200.00000 1600.00| 500.00000 4000.00| 170.00000 1360.00 Barricades, Type III | | | 0340 740I005 4.000 EACH| 250.00000 1000.00| 800.00000 3200.00| 400.00000 1600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 909,095.65| $ 921,645.95| $ 925,125.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 909,095.65| $ 921,645.95| $ 925,125.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040730016 COUNTIES : CONECUH LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 13099 |( ) |BULLARD EXCAVATING, INC. |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| 2000.00000 2000.00| 3000.00000 3000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 78000.00000 78000.00| 38000.00000 38000.00| Removal Of Old Bridge, Station 11+68.37 | | | 0030 401A000 1021.000 SQYD| 1.00000 1021.00| 2.65000 2705.65| Bituminous Treatment A | | | 0040 424A341 89.000 TON | 115.00000 10235.00| 106.00000 9434.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 502A000 17180.000 LB | 0.75000 12885.00| 0.95000 16321.00| Steel Reinforcement | | | 0060 502B000 LUMP| 73000.00000 73000.00| 80000.00000 80000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta 12+22.00 (Approx. | | | 98,845 Lbs) | | | 0070 505A030 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505A036 2.000 EACH| 3100.00000 6200.00| 2000.00000 4000.00| Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0090 505B100 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0100 505B106 2.000 EACH| 1500.00000 3000.00| 2000.00000 4000.00| Static Loading Tests (HP 14x73)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0110 505M000 830.000 LF | 29.00000 24070.00| 28.00000 23240.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0120 505M004 1411.000 LF | 45.00000 63495.00| 38.00000 53618.00| Steel Piling Furnished And Driven(HP | | | 14x73) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 016 -6 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040730016 COUNTIES : CONECUH LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 13099 |( ) |BULLARD EXCAVATING, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 508A000 10333.000 LB | 2.75000 28415.75| 4.25000 43915.25| Structural Steel | | | 0140 510A000 125.000 CUYD| 600.00000 75000.00| 525.00000 65625.00| Bridge Substructure Concrete, Class A | | | 0150 510C051 LUMP| 220000.00000 220000.00| 277000.00000 277000.00| Bridge Concrete Superstructure, Sta. | | | 12+22.00 (Approx. 397 Cu Yds) | | | 0160 510E000 1115.000 SQYD| 2.36000 2631.40| 4.00000 4460.00| Grooving Concrete Bridge Decks | | | 0170 511A004 56.000 EACH| 285.00000 15960.00| 300.00000 16800.00| Elastomeric Bearings, Type 4 | | | 0180 513B004 1654.000 LF | 80.00000 132320.00| 71.00000 117434.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0190 600A000 LUMP| 110000.00000 110000.00| 90000.00000 90000.00| Mobilization | | | 0200 610C001 750.000 TON | 28.00000 21000.00| 30.00000 22500.00| Loose Riprap, Class 2 | | | 0210 610D003 712.000 SQYD| 2.00000 1424.00| 3.00000 2136.00| Filter Blanket, Geotextile | | | 0220 630A001 575.000 LF | 15.75000 9056.25| 15.00000 8625.00| Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C003 4.000 EACH| 1300.00000 5200.00| 1100.00000 4400.00| Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1800.00000 7200.00| 1600.00000 6400.00| Guardrail End Anchor, Type 20 Series | | | 0250 665F000 48.000 EACH| 6.50000 312.00| 8.00000 384.00| Hay Bales | | | 0260 665J000 1770.000 LF | 3.80000 6726.00| 6.00000 10620.00| Silt Fence, Type A | | | 0270 665O001 1770.000 LF | 1.00000 1770.00| 1.00000 1770.00| Silt Fence Removal | | | 0280 680A000 LUMP| 6700.00000 6700.00| 33500.00000 33500.00| Engineering Controls | | | 0290 701A031 1.000 MILE| 2000.00000 2000.00| 2200.00000 2200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0300 701A035 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 016 -7 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040730016 COUNTIES : CONECUH LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 13099 |( ) |BULLARD EXCAVATING, INC. |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701C001 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| Solid Temporary Traffic Stripe | | | 0320 740B000 141.000 SQFT| 10.00000 1410.00| 10.00000 1410.00| Construction Signs | | | 0330 740F002 8.000 EACH| 260.00000 2080.00| 300.00000 2400.00| Barricades, Type III | | | 0340 740I005 4.000 EACH| 280.00000 1120.00| 200.00000 800.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 931,231.40| $ 953,697.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 931,231.40| $ 953,697.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20040730017 COUNTIES : DEKALB LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 160 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2500(209) for constructing the Bridge Replacement on C.R.#94 at South Sauty Creek south of Powell. Length - 0.026 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 512,688.95 100.0000% 2 19037 SIMPSON BRIDGE COMPANY, INC. $ 577,914.08 112.7222% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 621,074.85 121.1407% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040730017 COUNTIES : DEKALB LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 19037 |( 3 ) 01007 |MILLER & MILLER, INC. |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 300.00000 300.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 7000.00000 7000.00| 78700.00000 78700.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 18+85.41 | | | 0030 210D000 4235.000 CUYD| 8.00000 33880.00| 10.10000 42773.50| 10.00000 42350.00 Borrow Excavation | | | 0040 502A000 31949.000 LB | 1.00000 31949.00| 0.75000 23961.75| 0.65000 20766.85 Steel Reinforcement | | | 0050 502B000 LUMP| 27000.00000 27000.00| 25300.00000 25300.00| 35000.00000 35000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 18+77.00, Approx 32,| | | 559 Lbs | | | 0060 506A005 51.000 LF | 325.00000 16575.00| 309.00000 15759.00| 330.00000 16830.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0070 506B002 72.000 LF | 975.00000 70200.00| 927.00000 66744.00| 1000.00000 72000.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0080 506C041 123.000 LF | 80.00000 9840.00| 61.00000 7503.00| 105.00000 12915.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0090 506G001 8.000 EACH| 100.00000 800.00| 515.00000 4120.00| 535.00000 4280.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0100 508A000 3404.000 LB | 2.70000 9190.80| 3.80000 12935.20| 3.00000 10212.00 Structural Steel | | | 0110 510A000 104.000 CUYD| 590.00000 61360.00| 478.00000 49712.00| 400.00000 41600.00 Bridge Substructure Concrete, Class A | | | 0120 510C051 LUMP| 78000.00000 78000.00| 83500.00000 83500.00| 105000.00000 105000.00 Bridge Concrete Superstructure, Sta | | | 18+77, Approx 126 Cu Yd | | | 0130 510E000 368.000 SQYD| 4.80000 1766.40| 6.71000 2469.28| 8.00000 2944.00 Grooving Concrete Bridge Decks | | | 0140 511A004 24.000 EACH| 438.50000 10524.00| 388.00000 9312.00| 700.00000 16800.00 Elastomeric Bearings, Type 4 | | | 0150 513B003 308.000 LF | 73.00000 22484.00| 66.65000 20528.20| 85.00000 26180.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040730017 COUNTIES : DEKALB LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 19037 |( 3 ) 01007 |MILLER & MILLER, INC. |SIMPSON BRIDGE COMPANY, INC |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 513B004 238.000 LF | 99.00000 23562.00| 88.50000 21063.00| 105.00000 24990.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0170 600A000 LUMP| 61000.00000 61000.00| 48000.00000 48000.00| 82600.00000 82600.00 Mobilization | | | 0180 610C001 916.000 TON | 19.00000 17404.00| 27.00000 24732.00| 23.00000 21068.00 Loose Riprap, Class 2 | | | 0190 610D000 920.000 SQYD| 1.50000 1380.00| 3.75000 3450.00| 2.00000 1840.00 Filter Blanket | | | 0200 630C003 4.000 EACH| 1230.00000 4920.00| 1545.00000 6180.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0210 630C070 4.000 EACH| 1575.00000 6300.00| 1545.00000 6180.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0220 652A053 1.000 ACRE| 850.00000 850.00| 825.00000 825.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0230 656A001 1.000 ACRE| 1250.00000 1250.00| 1236.00000 1236.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0240 665F000 137.000 EACH| 10.00000 1370.00| 6.75000 924.75| 5.00000 685.00 Hay Bales | | | 0250 665J000 471.000 LF | 3.00000 1413.00| 2.90000 1365.90| 3.00000 1413.00 Silt Fence, Type A | | | 0260 665O001 471.000 LF | 0.75000 353.25| 1.50000 706.50| 1.00000 471.00 Silt Fence Removal | | | 0270 680A000 LUMP| 5500.00000 5500.00| 13400.00000 13400.00| 22300.00000 22300.00 Engineering Controls | | | 0280 740B000 125.000 SQFT| 8.30000 1037.50| 7.72000 965.00| 10.00000 1250.00 Construction Signs | | | 0290 740F002 8.000 EACH| 210.00000 1680.00| 196.00000 1568.00| 250.00000 2000.00 Barricades, Type III | | | 0300 740I005 4.000 EACH| 275.00000 1100.00| 250.00000 1000.00| 320.00000 1280.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 512,688.95| $ 577,914.08| $ 621,074.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 512,688.95| $ 577,914.08| $ 621,074.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 CONTRACT TIME : 450 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0118(503) for constructing the Grade, Drainage, Pavement and Bridge Widening on S.R.#118 from S.R.#107 (U.S.#43) in Guin to Luxapallila Creek in Winfield. Length 4.544 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 10,493,771.06 100.0000% 2 18024 RACON, INC. $ 12,075,941.55 115.0772% 3 01087 APAC-SOUTHEAST, INC. $ 12,188,224.02 116.1472% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, 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 201A001 LUMP| 93000.00000 93000.00| 93000.00000 93000.00| 54563.88000 54563.88 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 31 Acres) | | | 0020 205A001 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| 17665.12000 17665.12 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 200.00000 200.00| 1000.00000 1000.00| 442.18000 442.18 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 200.00000 200.00| 1000.00000 1000.00| 145.12000 145.12 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 3000.00000 3000.00| 10000.00000 10000.00| 9927.23000 9927.23 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| 1366.41000 1366.41 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 250.00000 250.00| 1000.00000 1000.00| 435.38000 435.38 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 3000.00000 3000.00| 5000.00000 5000.00| 6972.23000 6972.23 Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 250.00000 250.00| 1000.00000 1000.00| 801.59000 801.59 Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 250.00000 250.00| 1000.00000 1000.00| 290.25000 290.25 Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 4000.00000 4000.00| 10000.00000 10000.00| 14889.12000 14889.12 Removal Of Structures, Structure No. 10 | | | 0120 205A011 1.000 EACH| 3500.00000 3500.00| 7500.00000 7500.00| 3206.39000 3206.39 Removal Of Structures, Structure No. 11 | | | 0130 205A012 1.000 EACH| 250.00000 250.00| 1000.00000 1000.00| 221.10000 221.10 Removal Of Structures, Structure No. 12 | | | 0140 205A013 1.000 EACH| 250.00000 250.00| 1000.00000 1000.00| 221.10000 221.10 Removal Of Structures, Structure No. 13 | | | 0150 205A014 1.000 EACH| 5000.00000 5000.00| 15000.00000 15000.00| 20263.15000 20263.15 Removal Of Structures, Structure No. 14 | | | 0160 206A000 LUMP| 35000.00000 35000.00| 55000.00000 55000.00| 36750.00000 36750.00 Removal Of Old Bridge, Station 336+82. | | | 75 (Partial Only) | | | 0170 206C000 1353.000 SQYD| 4.00000 5412.00| 6.87000 9295.11| 10.79000 14598.87 Removing Concrete Sidewalk | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 206C001 6000.000 SQYD| 5.00000 30000.00| 6.25000 37500.00| 14.68000 88080.00 Removing Concrete Pavement | | | 0190 206C010 189.000 SQYD| 5.00000 945.00| 8.12000 1534.68| 2.56000 483.84 Removing Concrete Driveway | | | 0200 206D000 1402.000 LF | 4.00000 5608.00| 10.60000 14861.20| 10.67000 14959.34 Removing Pipe | | | 0210 206D002 38287.000 LF | 2.00000 76574.00| 3.00000 114861.00| 0.18000 6891.66 Removing Curb | | | 0220 206D003 2731.000 LF | 2.50000 6827.50| 4.71000 12863.01| 0.51000 1392.81 Removing Curb And Gutter | | | 0230 206E001 38.000 EACH| 300.00000 11400.00| 945.00000 35910.00| 72.80000 2766.40 Removing Inlets | | | 0240 210A000 89318.000 CUYD| 4.00000 357272.00| 7.50000 669885.00| 5.90000 526976.20 Unclassified Excavation | | | 0250 210D010 24309.000 CUYD| 6.00000 145854.00| 7.50000 182317.50| 7.64000 185720.76 Borrow Excavation (A-2 or Better) | | | 0260 214A000 14957.000 CUYD| 5.00000 74785.00| 7.50000 112177.50| 2.10000 31409.70 Structure Excavation | | | 0270 214B001 4916.000 CUYD| 24.00000 117984.00| 5.00000 24580.00| 10.32000 50733.12 Foundation Backfill, Commercial | | | 0280 215A000 290.000 CUYD| 40.00000 11600.00| 10.00000 2900.00| 42.00000 12180.00 Unclassified Bridge Excavation | | | 0290 215B000 LUMP| 168000.00000 168000.00| 40000.00000 40000.00| 176400.00000 176400.00 Cofferdams Or Sheeting And Shoring, | | | Station 336+82.75 | | | 0300 301B008 50000.000 CUYD| 24.00000 1200000.00| 16.00000 800000.00| 28.56000 1428000.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0310 405A000 15642.000 GAL | 0.90000 14077.80| 1.18000 18457.56| 1.15000 17988.30 Tack Coat | | | 0320 408A054 192438.000 SQYD| 0.55000 105840.90| 0.55000 105840.90| 1.26000 242471.88 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0330 408A055 192438.000 SQYD| 0.68000 130857.84| 0.55000 105840.90| 1.63000 313673.94 Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0340 410A002 1.000 EACH| 5735.00000 5735.00| 4323.37000 4323.37| 4197.45000 4197.45 Profilograph | | | 0350 424A360 10284.000 TON | 34.25000 352227.00| 43.72000 449616.48| 42.45000 436555.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 424A363 300.000 TON | 40.12000 12036.00| 59.39000 17817.00| 57.66000 17298.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0370 424A366 2000.000 TON | 43.19000 86380.00| 39.98000 79960.00| 41.51000 83020.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0380 424B651 29675.000 TON | 30.00000 890250.00| 36.83000 1092930.25| 35.76000 1061178.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0390 424B659 100.000 TON | 36.90000 3690.00| 42.07000 4207.00| 40.84000 4084.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0400 424B681 64467.000 TON | 30.00000 1934010.00| 37.29000 2403974.43| 36.20000 2333705.40 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0410 424B685 2000.000 TON | 47.80000 95600.00| 46.47000 92940.00| 48.24000 96480.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0420 424B689 4000.000 TON | 34.10000 136400.00| 38.45000 153800.00| 39.91000 159640.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0430 424C365 2000.000 TON | 47.80000 95600.00| 48.87000 97740.00| 50.73000 101460.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0440 430B014 300.000 TON | 20.00000 6000.00| 18.00000 5400.00| 11.92000 3576.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0450 430B017 4000.000 TON | 25.00000 100000.00| 18.00000 72000.00| 14.41000 57640.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0460 502A000 35719.000 LB | 0.80000 28575.20| 0.75000 26789.25| 0.79000 28218.01 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 502B000 LUMP| 55000.00000 55000.00| 53000.00000 53000.00| 57750.00000 57750.00 Steel Reinforcement For Bridge | | | Superstructure, Station 336+82.75, | | | approx. 73,000 lbs. | | | 0480 503A000 35.000 CUYD| 250.00000 8750.00| 125.00000 4375.00| 262.50000 9187.50 Seal Concrete | | | 0490 505G002 20.000 EACH| 110.00000 2200.00| 155.00000 3100.00| 115.50000 2310.00 Pile Points (Type A, 10") | | | 0500 505G003 32.000 EACH| 120.00000 3840.00| 155.00000 4960.00| 126.00000 4032.00 Pile Points (Type A, 12") | | | 0510 505M000 550.000 LF | 25.00000 13750.00| 28.00000 15400.00| 26.25000 14437.50 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0520 505M002 550.000 LF | 29.00000 15950.00| 35.00000 19250.00| 30.45000 16747.50 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0530 508A000 4520.000 LB | 5.00000 22600.00| 3.50000 15820.00| 5.25000 23730.00 Structural Steel | | | 0540 508B000 2.000 EACH| 42300.00000 84600.00| 35000.00000 70000.00| 44415.00000 88830.00 Structural Steel Superstructure, 43'-0" | | | simple composite end span, Sta. item) | | | 0550 508B001 1.000 EACH| 268000.00000 268000.00| 190000.00000 190000.00| 281400.00000 281400.00 Structural Steel Superstructure, | | | 61'-1"-80'-0"-61'-1" countinous | | | interior 177,800 lbs. (specialty item) | | | 0560 510A000 202.000 CUYD| 410.00000 82820.00| 600.00000 121200.00| 430.50000 86961.00 Bridge Substructure Concrete, Class A | | | 0570 510C051 LUMP| 138000.00000 138000.00| 130000.00000 130000.00| 144900.00000 144900.00 Bridge Concrete Superstructure, Sta. | | | 336+82.75, approx. 260 Cu Yd | | | 0580 511A004 32.000 EACH| 400.00000 12800.00| 475.00000 15200.00| 420.00000 13440.00 Elastomeric Bearings, Type 4 | | | 0590 524B011 28.000 CUYD| 550.00000 15400.00| 600.00000 16800.00| 472.50000 13230.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0600 530A001 140.000 LF | 18.20000 2548.00| 26.64000 3729.60| 39.93000 5590.20 18" Roadway Pipe (Class 3 R.C.) | | | 0610 530A002 606.000 LF | 24.33000 14743.98| 34.74000 21052.44| 53.06000 32154.36 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -6 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 530A003 240.000 LF | 32.22000 7732.80| 46.79000 11229.60| 64.01000 15362.40 30" Roadway Pipe (Class 3 R.C.) | | | 0630 530A004 196.000 LF | 42.98000 8424.08| 52.33000 10256.68| 74.12000 14527.52 36" Roadway Pipe (Class 3 R.C.) | | | 0640 530A100 24.000 LF | 16.48000 395.52| 41.55000 997.20| 77.33000 1855.92 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0650 530A101 44.000 LF | 18.20000 800.80| 36.72000 1615.68| 60.19000 2648.36 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0660 530A102 28.000 LF | 24.33000 681.24| 52.94000 1482.32| 65.69000 1839.32 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0670 530A156 24.000 LF | 26.17000 628.08| 40.43000 970.32| 75.68000 1816.32 30" Roadway Pipe (14 Gauge C.C.S.) | | | 0680 530A915 72.000 LF | 23.46000 1689.12| 32.68000 2352.96| 58.21000 4191.12 24" Roadway Pipe (14 Gauge C.C.S.) | | | 0690 530B005 116.000 LF | 65.08000 7549.28| 94.33000 10942.28| 125.39000 14545.24 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0700 530C024 128.000 LF | 300.00000 38400.00| 392.00000 50176.00| 336.00000 43008.00 36" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | 0710 533A098 16553.000 LF | 18.20000 301264.60| 39.95000 661292.35| 29.42000 486989.26 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0720 533A099 1052.000 LF | 24.33000 25595.16| 48.95000 51495.40| 40.46000 42563.92 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0730 534E000 2497.000 LF | 10.00000 24970.00| 12.00000 29964.00| 3.09000 7715.73 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0740 534F000 180.000 LF | 20.00000 3600.00| 20.00000 3600.00| 3.29000 592.20 Cleaning Existing Culvert(Greater Than | | | 48" Horizontal Opening) | | | 0750 535A001 759.000 LF | 14.00000 10626.00| 20.00000 15180.00| 49.55000 37608.45 18" Side Drain Pipe | | | 0760 600A000 LUMP| 250000.00000 250000.00| 773000.15000 773000.15| 416919.68000 416919.68 Mobilization | | | 0770 602A000 194.000 EACH| 100.00000 19400.00| 100.00000 19400.00| 183.90000 35676.60 Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -7 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 610C001 15901.000 TON | 22.00000 349822.00| 20.00000 318020.00| 18.72000 297666.72 Loose Riprap, Class 2 | | | 0790 610D002 12395.000 SQYD| 3.00000 37185.00| 1.55000 19212.25| 1.14000 14130.30 Filter Blanket, Geotextile (Non-Woven) | | | 0800 614A000 637.000 CUYD| 220.00000 140140.00| 225.00000 143325.00| 183.75000 117048.75 Slope Paving | | | 0810 618A000 1353.000 SQYD| 25.00000 33825.00| 27.93000 37789.29| 33.60000 45460.80 Concrete Sidewalk, 4" Thick | | | 0820 618B003 76.000 SQYD| 32.00000 2432.00| 52.74000 4008.24| 47.25000 3591.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0830 619A002 52.000 EACH| 400.00000 20800.00| 602.00000 31304.00| 551.25000 28665.00 18" Roadway Pipe End Treatment, Class 1 | | | 0840 619A003 13.000 EACH| 500.00000 6500.00| 665.00000 8645.00| 682.50000 8872.50 24" Roadway Pipe End Treatment, Class 1 | | | 0850 619A004 3.000 EACH| 650.00000 1950.00| 832.00000 2496.00| 735.00000 2205.00 30" Roadway Pipe End Treatment, Class 1 | | | 0860 619A005 2.000 EACH| 750.00000 1500.00| 1025.00000 2050.00| 997.50000 1995.00 36" Roadway Pipe End Treatment, Class 1 | | | 0870 619A101 58.000 EACH| 450.00000 26100.00| 602.00000 34916.00| 577.50000 33495.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0880 619B020 2.000 EACH| 750.00000 1500.00| 1242.00000 2484.00| 1470.00000 2940.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0890 620A000 5.000 CUYD| 1000.00000 5000.00| 1008.00000 5040.00| 1183.86000 5919.30 Minor Structure Concrete | | | 0900 621A000 22.000 EACH| 1500.00000 33000.00| 1645.20000 36194.40| 1890.00000 41580.00 Junction Boxes, Type 1, 1P Or 5 | | | 0910 621A058 4.000 EACH| 1500.00000 6000.00| 2052.78000 8211.12| 1890.00000 7560.00 Junction Boxes, Type 3 (Modified) | | | 0920 621B000 5.000 EACH| 400.00000 2000.00| 510.00000 2550.00| 525.00000 2625.00 Junction Box Units, Type 1, 1P Or 5 | | | 0930 621C015 129.000 EACH| 1750.00000 225750.00| 2511.00000 323919.00| 1942.50000 250582.50 Inlets, Type S1 Or S3 (1 Wing) | | | 0940 621C017 10.000 EACH| 2000.00000 20000.00| 2996.42000 29964.20| 2310.00000 23100.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0950 621C025 13.000 EACH| 2000.00000 26000.00| 3263.57000 42426.41| 2415.00000 31395.00 Inlets, Type S3 (1 Wing)(Adapted) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -8 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 621C026 1.000 EACH| 2000.00000 2000.00| 3933.60000 3933.60| 2415.00000 2415.00 Inlets, Type S3 (2 Wing)(Adapted) | | | 0970 621C031 1.000 EACH| 1750.00000 1750.00| 2511.00000 2511.00| 1968.75000 1968.75 Inlets, Type S3 (1 Wing) | | | 0980 621C071 1.000 EACH| 2000.00000 2000.00| 3943.88000 3943.88| 2940.00000 2940.00 Inlets, Type S3 (1 Wing) (Modified) | | | 0990 621C109 7.000 EACH| 3500.00000 24500.00| 3372.00000 23604.00| 4725.00000 33075.00 Inlets, Type PD | | | 1000 621C111 1.000 EACH| 2500.00000 2500.00| 2678.00000 2678.00| 2572.50000 2572.50 Inlets, Type PB | | | 1010 621D015 24.000 EACH| 350.00000 8400.00| 554.28000 13302.72| 420.00000 10080.00 Inlet Units, Type S1 Or S3 | | | 1020 623A000 6964.000 LF | 12.00000 83568.00| 19.44000 135380.16| 19.32000 134544.48 Concrete Gutter | | | 1030 623C000 41018.000 LF | 10.00000 410180.00| 10.24000 420024.32| 9.45000 387620.10 Combination Curb & Gutter, Type C | | | 1040 630A001 700.000 LF | 13.10000 9170.00| 16.20000 11340.00| 13.76000 9632.00 Steel Beam Guardrail, Class A, Type 2 | | | 1050 630C003 4.000 EACH| 1250.00000 5000.00| 1296.00000 5184.00| 1312.50000 5250.00 Guardrail End Anchor, Type 13 | | | 1060 630C050 6.000 EACH| 1500.00000 9000.00| 1728.00000 10368.00| 1575.00000 9450.00 Guardrail End Anchor, Type 20 Series | | | 1070 650A000 16775.000 CUYD| 7.50000 125812.50| 6.00000 100650.00| 8.99000 150807.25 Topsoil | | | 1080 652A050 18.000 ACRE| 500.00000 9000.00| 540.00000 9720.00| 840.00000 15120.00 Seeding (Mix 1A) | | | 1090 652A053 6.000 ACRE| 500.00000 3000.00| 540.00000 3240.00| 840.00000 5040.00 Seeding (Mix 1E) | | | 1100 652B050 6.000 ACRE| 400.00000 2400.00| 324.00000 1944.00| 525.00000 3150.00 Temporary Seeding (Mix 1AT) | | | 1110 652C000 30.000 ACRE| 55.00000 1650.00| 54.00000 1620.00| 47.25000 1417.50 Mowing | | | 1120 652D050 6.000 ACRE| 580.00000 3480.00| 540.00000 3240.00| 735.00000 4410.00 Seeding In Stubble (Mix 1A) | | | 1130 654A000 6213.000 SQYD| 3.50000 21745.50| 3.24000 20130.12| 4.20000 26094.60 Solid Sodding | | | 1140 656A000 24.000 ACRE| 425.00000 10200.00| 486.00000 11664.00| 420.00000 10080.00 Mulching, Class A, Type 1 | | | 1150 656A001 6.000 ACRE| 625.00000 3750.00| 486.00000 2916.00| 472.50000 2835.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -9 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 659A002 10974.000 SQYD| 5.00000 54870.00| 4.86000 53333.64| 4.10000 44993.40 Erosion Control Netting, Class C1 | | | 1170 659A010 2000.000 SQYD| 2.10000 4200.00| 1.62000 3240.00| 1.31000 2620.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 1180 665F000 4560.000 EACH| 10.00000 45600.00| 5.00000 22800.00| 7.77000 35431.20 Hay Bales | | | 1190 665G000 834.000 EACH| 5.00000 4170.00| 2.43000 2026.62| 7.33000 6113.22 Sand Bags | | | 1200 665I000 290.000 TON | 25.00000 7250.00| 35.00000 10150.00| 25.15000 7293.50 Temporary Riprap, Class 2 | | | 1210 665J000 22580.000 LF | 6.00000 135480.00| 2.35000 53063.00| 3.34000 75417.20 Silt Fence, Type A | | | 1220 665O001 22580.000 LF | 1.00000 22580.00| 1.45000 32741.00| 0.77000 17386.60 Silt Fence Removal | | | 1230 666A001 30.000 ACRE| 20.00000 600.00| 0.00000 0.00| 31.50000 945.00 Pest Control Treatment | | | 1240 674A000 300.000 LF | 1.50000 450.00| 3.50000 1050.00| 5.01000 1503.00 Construction Safety Fence | | | 1250 680A000 LUMP| 200000.00000 200000.00| 175000.00000 175000.00| 127575.00000 127575.00 Engineering Controls | | | 1260 701A028 10.000 MILE| 1575.00000 15750.00| 1716.75000 17167.50| 1653.75000 16537.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1270 701A041 10.000 MILE| 1020.00000 10200.00| 1111.80000 11118.00| 1071.00000 10710.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1280 701A046 5.000 MILE| 1020.00000 5100.00| 1111.80000 5559.00| 1071.00000 5355.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1290 701A048 10.000 MILE| 1775.00000 17750.00| 1934.75000 19347.50| 1863.75000 18637.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1300 701C002 37.000 MILE| 525.00000 19425.00| 572.25000 21173.25| 551.25000 20396.25 Broken Temporary Traffic Stripe (Paint) | | | 1310 701C003 75.000 MILE| 620.00000 46500.00| 675.80000 50685.00| 651.00000 48825.00 Solid Temporary Traffic Stripe (Paint) | | | 1320 701C006 1.000 MILE| 6800.00000 6800.00| 7412.00000 7412.00| 7140.00000 7140.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -10 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 701D008 1.000 MILE| 1750.00000 1750.00| 1907.50000 1907.50| 1837.50000 1837.50 Solid Traffic Stripe Removed (Plastic) | | | 1340 701D009 1.000 MILE| 1200.00000 1200.00| 1308.00000 1308.00| 1260.00000 1260.00 Solid Traffic Stripe Removed (Tape) | | | 1350 701D015 1.000 MILE| 1600.00000 1600.00| 1744.00000 1744.00| 1680.00000 1680.00 Broken Traffic Stripe Removed (Plastic) | | | 1360 701F001 1450.000 LF | 0.30000 435.00| 0.33000 478.50| 0.32000 464.00 Dotted Temporary Traffic Stripe (Paint) | | | 1370 701G121 576.000 LF | 2.08000 1198.08| 2.27000 1307.52| 2.18000 1255.68 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1380 701G125 576.000 LF | 4.50000 2592.00| 4.90000 2822.40| 4.73000 2724.48 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1390 701G129 576.000 LF | 2.08000 1198.08| 2.27000 1307.52| 2.18000 1255.68 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1400 701G133 576.000 LF | 4.50000 2592.00| 4.90000 2822.40| 4.73000 2724.48 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1410 703A010 5465.000 SQFT| 12.50000 68312.50| 13.63000 74487.95| 13.13000 71755.45 Traffic Control Markings,Class 3W,Type | | | 1420 703B002 314.000 SQFT| 25.00000 7850.00| 27.25000 8556.50| 26.25000 8242.50 Traffic Control Legends, Class 2, Type | | | 1430 703D002 5498.000 SQFT| 1.50000 8247.00| 1.64000 9016.72| 1.58000 8686.84 Temporary Traffic Control Markings | | | (Paint) | | | 1440 705A023 1300.000 EACH| 5.50000 7150.00| 6.00000 7800.00| 5.78000 7514.00 Pavement Markers, Class C, Type 2-D | | | 1450 705A030 30.000 EACH| 5.50000 165.00| 6.00000 180.00| 5.78000 173.40 Pavement Markers, Class A-H, Type 2-C | | | 1460 705A031 725.000 EACH| 5.50000 3987.50| 6.00000 4350.00| 5.78000 4190.50 Pavement Markers, Class A-H, Type 1-A | | | 1470 705A032 75.000 EACH| 5.50000 412.50| 6.00000 450.00| 5.78000 433.50 Pavement Markers, Class A-H, Type 1-B | | | 1480 705A037 1355.000 EACH| 5.50000 7452.50| 6.00000 8130.00| 5.78000 7831.90 Pavement Markers, Class A-H, Type 2-D | | | 1490 705A038 50.000 EACH| 5.50000 275.00| 6.00000 300.00| 5.78000 289.00 Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -11 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1500 707B003 1.000 EACH| 150.00000 150.00| 160.40000 160.40| 2211.11000 2211.11 Type A Hazard Marker Installation | | | 1510 726A000 850.000 LF | 40.00000 34000.00| 32.00000 27200.00| 59.99000 50991.50 Portable Concrete Safety Barriers, Type | | | 6 | | | 1520 730A000 LUMP| 4000.00000 4000.00| 4320.00000 4320.00| 4200.00000 4200.00 Removal Of Existing Traffic Control | | | Unit SR118 @ US 278 | | | 1530 730C000 LUMP| 6500.00000 6500.00| 7020.00000 7020.00| 6825.00000 6825.00 Furnishing And Installing Traffic | | | Control Unit (S.R. 142 Detour) | | | 1540 730L003 10.000 LF | 10.50000 105.00| 11.34000 113.40| 11.03000 110.30 1", Non-Metallic, Conduit | | | 1550 730L005 320.000 LF | 6.00000 1920.00| 6.48000 2073.60| 6.30000 2016.00 2", Non-Metallic, Conduit | | | 1560 730L007 20.000 LF | 13.50000 270.00| 14.58000 291.60| 14.18000 283.60 3", Non-Metallic, Conduit | | | 1570 730P001 4.000 EACH| 900.00000 3600.00| 972.00000 3888.00| 945.00000 3780.00 Vehicular Signal Head, 12 Inch 3 | | | Section (LED) | | | 1580 730R003 1.000 EACH| 8500.00000 8500.00| 9180.00000 9180.00| 8925.00000 8925.00 Traffic Controller, Type III, 8 Phase | | | 1590 730T000 4.000 EACH| 1000.00000 4000.00| 1080.00000 4320.00| 1050.00000 4200.00 Wood Pole | | | 1600 740B000 3167.000 SQFT| 12.00000 38004.00| 8.48000 26856.16| 7.61000 24100.87 Construction Signs | | | 1610 740D000 1100.000 EACH| 75.00000 82500.00| 59.58000 65538.00| 57.75000 63525.00 Channelizing Drums | | | 1620 740E000 300.000 EACH| 12.00000 3600.00| 2.00000 600.00| 12.90000 3870.00 Cones (36 Inches High) | | | 1630 740F002 76.000 EACH| 205.00000 15580.00| 206.22000 15672.72| 189.00000 14364.00 Barricades, Type III | | | 1640 740I005 38.000 EACH| 500.00000 19000.00| 572.84000 21767.92| 590.63000 22443.94 Warning Lights, Type B (Detachable Head | | | 1650 740M001 300.000 EACH| 3.00000 900.00| 2.00000 600.00| 8.49000 2547.00 Ballast For Cone | | | 1660 741C010 4.000 EACH| 3500.00000 14000.00| 5041.00000 20164.00| 2892.13000 11568.52 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 018 -12 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040730018 COUNTIES : MARION LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18024 |( 3 ) 01087 |TRI-COUNTY CONCRETE CONSTRU |RACON, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1670 742A001 2.000 EACH| 12000.00000 24000.00| 17186.00000 34372.00| 6287.23000 12574.46 Portable Changeable Message Sign, Type | | | 1680 745A000 1223.000 HOUR| 20.00000 24460.00| 35.00000 42805.00| 37.72000 46131.56 Uniformed Police Officer | | | 1690 756A020 20.000 LF | 21.00000 420.00| 22.68000 453.60| 22.05000 441.00 2" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1700 756A021 20.000 LF | 23.00000 460.00| 24.84000 496.80| 24.15000 483.00 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1710 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 | $ 10,493,771.06| $ 12,075,941.55| $ 12,188,224.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,493,771.06| $ 12,075,941.55| $ 12,188,224.02 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20040730019 COUNTIES : ELMORE LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 CONTRACT TIME : 270 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : RECA-0229(501) for constructing the Intersection Realignment on S.R.#229 at S.R.#50 and Castaway Island Road in Red Hill. Length 0.362 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20023 TEN-T CORPORATION $ 1,046,105.65 100.0000% 2 23070 WINSTON CONTRACTING, L.L.C. $ 1,130,741.48 108.0906% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040730019 COUNTIES : ELMORE LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 20023 |( 2 ) 23070 |( ) |TEN-T CORPORATION |WINSTON CONTRACTING, 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| 18000.00000 18000.00| 18000.00000 18000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 6 acres) | | | 0020 204A000 1.000 EACH| 5000.00000 5000.00| 650.00000 650.00| Closing Water Well | | | 0030 206D000 163.000 LF | 5.00000 815.00| 6.00000 978.00| Removing Pipe | | | 0040 210A000 44605.000 CUYD| 5.50000 245327.50| 3.59000 160131.95| Unclassified Excavation | | | 0050 210D021 3750.000 CUYD| 7.85000 29437.50| 2.83000 10612.50| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 210D025 2142.000 CUYD| 8.50000 18207.00| 8.00000 17136.00| Borrow Excavation(Improved Roadbed) | | | 0070 214A000 107.000 CUYD| 9.00000 963.00| 6.00000 642.00| Structure Excavation | | | 0080 214B001 61.000 CUYD| 25.00000 1525.00| 31.00000 1891.00| Foundation Backfill, Commercial | | | 0090 230A000 30.000 RBST| 450.00000 13500.00| 350.00000 10500.00| Roadbed Processing | | | 0100 301A012 5138.000 SQYD| 7.95000 40847.10| 6.83000 35092.54| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 5138.000 SQYD| 1.10000 5651.80| 1.00000 5138.00| Bituminous Treatment A | | | 0120 405A000 643.000 GAL | 1.25000 803.75| 1.00000 643.00| Tack Coat | | | 0130 410C000 1.000 EACH| 8750.00000 8750.00| 9000.00000 9000.00| Contractor Retained Profilograph | | | 0140 424A341 1061.000 TON | 60.00000 63660.00| 60.50000 64190.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0150 424A347 50.000 TON | 80.00000 4000.00| 80.00000 4000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040730019 COUNTIES : ELMORE LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 20023 |( 2 ) 23070 |( ) |TEN-T CORPORATION |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B636 1187.000 TON | 65.00000 77155.00| 65.50000 77748.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0170 424B640 50.000 TON | 89.00000 4450.00| 88.00000 4400.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0180 424B644 1583.000 TON | 57.00000 90231.00| 57.50000 91022.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0190 424B666 282.000 TON | 58.00000 16356.00| 58.00000 16356.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0200 424C340 252.000 TON | 58.00000 14616.00| 67.50000 17010.00| Superpave Bituminous Concrete Base | | | Layer 1" Maximum Aggregate Size Mix, | | | ESAL Range A/B | | | 0210 430B040 50.000 TON | 30.00000 1500.00| 19.00000 950.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0220 530A001 229.000 LF | 27.50000 6297.50| 20.00000 4580.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0230 530A101 31.000 LF | 29.50000 914.50| 28.00000 868.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 535A001 248.000 LF | 21.00000 5208.00| 20.00000 4960.00| 18" Side Drain Pipe | | | 0250 600A000 LUMP| 75000.00000 75000.00| 130000.00000 130000.00| Mobilization | | | 0260 602A000 19.000 EACH| 65.00000 1235.00| 135.00000 2565.00| Right Of Way Markers | | | 0270 606A000 300.000 LF | 9.00000 2700.00| 7.00000 2100.00| 6" Underdrain Pipe | | | 0280 610C000 161.000 TON | 29.50000 4749.50| 25.00000 4025.00| Loose Riprap, Class 1 | | | 0290 610D000 127.000 SQYD| 3.50000 444.50| 2.00000 254.00| Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040730019 COUNTIES : ELMORE LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 20023 |( 2 ) 23070 |( ) |TEN-T CORPORATION |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 614A000 110.000 CUYD| 450.00000 49500.00| 230.00000 25300.00| Slope Paving | | | 0310 619A002 7.000 EACH| 250.00000 1750.00| 600.00000 4200.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0320 619A101 10.000 EACH| 250.00000 2500.00| 450.00000 4500.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 620A000 1.000 CUYD| 700.00000 700.00| 1000.00000 1000.00| Minor Structure Concrete | | | 0340 621A000 2.000 EACH| 1500.00000 3000.00| 1850.00000 3700.00| Junction Boxes, Type 1, 1P Or 5 | | | 0350 637A001 50.000 LF | 8.50000 425.00| 4.00000 200.00| Fence Reset (Includes All Types) | | | 0360 641A512 114.000 LF | 7.00000 798.00| 23.50000 2679.00| 3/4 Inch Copper Water Service Line Laid | | | 0370 641A516 380.000 LF | 15.00000 5700.00| 28.00000 10640.00| 1 1/2 Inch Copper Water Service Line | | | Laid | | | 0380 641A616 140.000 LF | 24.50000 3430.00| 260.00000 36400.00| 10 Inch Ductile Iron Water Main Laid | | | 0390 641A746 1392.000 LF | 9.00000 12528.00| 29.00000 40368.00| 6 Inch P.V.C. Water Main Laid | | | 0400 641A748 861.000 LF | 12.50000 10762.50| 33.00000 28413.00| 8 Inch P.V.C. Water Main Laid | | | 0410 641A750 717.000 LF | 14.75000 10575.75| 45.00000 32265.00| 10 Inch P.V.C. Water Main Laid | | | 0420 641E500 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| Fire Hydrant Reset | | | 0430 649A545 70.000 LF | 50.00000 3500.00| 117.00000 8190.00| 16 Inch Steel Encasement Pipe Type 1 | | | Installation | | | 0440 649A630 80.000 LF | 125.00000 10000.00| 213.00000 17040.00| 10 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0450 649A640 160.000 LF | 50.00000 8000.00| 234.00000 37440.00| 14 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0460 650A000 3348.000 CUYD| 6.00000 20088.00| 6.00000 20088.00| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 019 -5 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040730019 COUNTIES : ELMORE LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 20023 |( 2 ) 23070 |( ) |TEN-T CORPORATION |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 652A056 1.000 ACRE| 800.00000 800.00| 540.00000 540.00| Seeding (Mix 2E) | | | 0480 654A000 373.000 SQYD| 4.50000 1678.50| 3.25000 1212.25| Solid Sodding | | | 0490 656A001 1.000 ACRE| 800.00000 800.00| 645.00000 645.00| Mulching, Class A, Type 2 | | | 0500 658A002 4.000 ACRE| 450.00000 1800.00| 1300.00000 5200.00| Hydro-Seeding & Mulching (Mix 2E) | | | 0510 659A001 1000.000 SQYD| 3.25000 3250.00| 1.50000 1500.00| Erosion Control Netting, Class B | | | 0520 665J000 1145.000 LF | 5.00000 5725.00| 3.50000 4007.50| Silt Fence, Type A | | | 0530 665O001 1145.000 LF | 2.75000 3148.75| 1.00000 1145.00| Silt Fence Removal | | | 0540 665Q001 320.000 LF | 5.00000 1600.00| 7.50000 2400.00| 20 Inch Wattle | | | 0550 672A000 6.000 GAL | 1500.00000 9000.00| 55.00000 330.00| Flocculant Liquid | | | 0560 680A000 LUMP| 35000.00000 35000.00| 69000.00000 69000.00| Engineering Controls | | | 0570 701A028 2.000 MILE| 2000.00000 4000.00| 2045.00000 4090.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0580 701A048 2.000 MILE| 2500.00000 5000.00| 2550.00000 5100.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0590 701B009 900.000 LF | 1.10000 990.00| 1.00000 900.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0600 701C001 4.000 MILE| 800.00000 3200.00| 766.00000 3064.00| Solid Temporary Traffic Stripe | | | 0610 701D007 1.000 MILE| 1800.00000 1800.00| 1685.00000 1685.00| Solid Traffic Stripe Removed (Paint) | | | 0620 701D008 1.000 MILE| 1800.00000 1800.00| 1787.00000 1787.00| Solid Traffic Stripe Removed (Plastic) | | | 0630 703A002 2189.000 SQFT| 2.60000 5691.40| 2.56000 5603.84| Traffic Control Markings, Class 2, Type | | | A | | | 0640 703B002 90.000 SQFT| 3.60000 324.00| 3.58000 322.20| Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 019 -6 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040730019 COUNTIES : ELMORE LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 20023 |( 2 ) 23070 |( ) |TEN-T CORPORATION |WINSTON CONTRACTING, L.L.C. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 703D001 386.000 SQFT| 1.60000 617.60| 1.55000 598.30| Temporary Traffic Control Markings | | | 0660 705A011 136.000 EACH| 6.25000 850.00| 6.15000 836.40| Pavement Markers, Class C, Type 1-A | | | 0670 705A023 50.000 EACH| 6.25000 312.50| 6.15000 307.50| Pavement Markers, Class C, Type 2-D | | | 0680 705A030 34.000 EACH| 5.50000 187.00| 5.50000 187.00| Pavement Markers, Class A-H, Type 2-C | | | 0690 705A037 108.000 EACH| 5.50000 594.00| 5.50000 594.00| Pavement Markers, Class A-H, Type 2-D | | | 0700 710A115 240.000 SQFT| 40.00000 9600.00| 15.00000 3600.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0710 710A126 53.000 SQFT| 45.00000 2385.00| 17.00000 901.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0720 710A141 18.000 SQFT| 45.00000 810.00| 18.00000 324.00| Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 0730 710B001 672.000 LF | 5.00000 3360.00| 7.00000 4704.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0740 740B000 640.000 SQFT| 10.00000 6400.00| 13.00000 8320.00| Construction Signs | | | 0750 740D000 160.000 EACH| 68.00000 10880.00| 65.00000 10400.00| Channelizing Drums | | | 0760 740E000 100.000 EACH| 20.00000 2000.00| 17.00000 1700.00| Cones (36 Inches High) | | | 0770 740F002 16.000 EACH| 350.00000 5600.00| 200.00000 3200.00| Barricades, Type III | | | 0780 740I005 8.000 EACH| 350.00000 2800.00| 365.00000 2920.00| Warning Lights, Type B (Detachable Head | | | 0790 740M001 100.000 EACH| 10.00000 1000.00| 7.50000 750.00| Ballast For Cone | | | 0800 742A001 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,046,105.65| $ 1,130,741.48| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,046,105.65| $ 1,130,741.48| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20040730020 COUNTIES : CHAMBERS LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0900(222) for constructing the Bridge Replacement (2 Precast) and Approaches on C.R.#1068 at Chatahospee Creek west of Lafayette. Length - 0.283 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 573,494.75 100.0000% 2 14008 NEWELL & BUSH, INC. $ 594,614.75 103.6827% 3 13099 MCINNIS, LLC $ 622,912.80 108.6170% 4 16032 PRICHARD CONSTRUCTION COMPANY $ 656,231.00 114.4267% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040730020 COUNTIES : CHAMBERS LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 14008 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |NEWELL & BUSH, INC. |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| 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 Acres) | | | 0020 206A000 LUMP| 37000.00000 37000.00| 15000.00000 15000.00| 17500.00000 17500.00 Removal Of Old Bridge, Station 6+69.4 | | | 0030 206A001 LUMP| 37000.00000 37000.00| 15000.00000 15000.00| 17500.00000 17500.00 Removal Of Old Bridge, Station 9+17 | | | 0040 206D011 1500.000 LF | 0.50000 750.00| 3.00000 4500.00| 1.00000 1500.00 Removing Fence | | | 0050 210A000 550.000 CUYD| 4.50000 2475.00| 4.25000 2337.50| 5.00000 2750.00 Unclassified Excavation | | | 0060 210D001 10771.000 CUYD| 5.25000 56547.75| 6.25000 67318.75| 6.00000 64626.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 231B001 285.000 TON | 14.00000 3990.00| 32.00000 9120.00| 16.50000 4702.50 Roadbed Stabilizing Material, ALDOT #46 | | | 0080 502A000 134.000 LB | 0.50000 67.00| 0.75000 100.50| 1.00000 134.00 Steel Reinforcement | | | 0090 505M000 2640.000 LF | 29.00000 76560.00| 27.50000 72600.00| 30.00000 79200.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0100 507A000 4.000 EACH| 2000.00000 8000.00| 2300.00000 9200.00| 3000.00000 12000.00 Wire Rope Abutment Anchor Assembly | | | 0110 510A000 27.000 CUYD| 350.00000 9450.00| 400.00000 10800.00| 500.00000 13500.00 Bridge Substructure Concrete, Class A | | | 0120 511A000 88.000 EACH| 52.00000 4576.00| 100.00000 8800.00| 100.00000 8800.00 Elastomeric Bearings, Type 1 | | | 0130 512A014 4.000 EACH| 3000.00000 12000.00| 3000.00000 12000.00| 3000.00000 12000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512B004 4.000 EACH| 3000.00000 12000.00| 3800.00000 15200.00| 3500.00000 14000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512C004 36.000 EACH| 2800.00000 100800.00| 2600.00000 93600.00| 3500.00000 126000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040730020 COUNTIES : CHAMBERS LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 14008 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |NEWELL & BUSH, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C007 12.000 EACH| 2800.00000 33600.00| 2900.00000 34800.00| 4000.00000 48000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512D002 8.000 EACH| 2800.00000 22400.00| 1700.00000 13600.00| 4000.00000 32000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 4.000 EACH| 2800.00000 11200.00| 1000.00000 4000.00| 4000.00000 16000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512E000 16.000 EACH| 350.00000 5600.00| 450.00000 7200.00| 500.00000 8000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0200 512E002 16.000 EACH| 500.00000 8000.00| 500.00000 8000.00| 600.00000 9600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0210 512F000 8.000 EACH| 300.00000 2400.00| 250.00000 2000.00| 600.00000 4800.00 Precast Concrete Wing Panels, Type W1 | | | 0220 512F002 8.000 EACH| 400.00000 3200.00| 600.00000 4800.00| 800.00000 6400.00 Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 8.000 EACH| 350.00000 2800.00| 600.00000 4800.00| 600.00000 4800.00 Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 40000.00000 40000.00| 70000.00000 70000.00| 15500.00000 15500.00 Mobilization | | | 0250 602A000 4.000 EACH| 150.00000 600.00| 175.00000 700.00| 400.00000 1600.00 Right Of Way Markers | | | 0260 610C001 1220.000 TON | 25.00000 30500.00| 29.00000 35380.00| 29.00000 35380.00 Loose Riprap, Class 2 | | | 0270 610D000 912.000 SQYD| 2.00000 1824.00| 3.75000 3420.00| 3.00000 2736.00 Filter Blanket | | | 0280 630C003 8.000 EACH| 1250.00000 10000.00| 1400.00000 11200.00| 1300.00000 10400.00 Guardrail End Anchor, Type 13 | | | 0290 630C070 8.000 EACH| 1550.00000 12400.00| 1800.00000 14400.00| 1600.00000 12800.00 Guardrail End Anchor, Type 10 Series | | | 0300 635B007 1.000 EACH| 600.00000 600.00| 550.00000 550.00| 1500.00000 1500.00 Gate, 16 Feet Wide | | | 0310 636A002 1501.000 LF | 3.00000 4503.00| 5.00000 7505.00| 3.30000 4953.30 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0320 650A000 695.000 CUYD| 8.00000 5560.00| 10.00000 6950.00| 8.80000 6116.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040730020 COUNTIES : CHAMBERS LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 14008 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |NEWELL & BUSH, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 652A056 2.000 ACRE| 600.00000 1200.00| 700.00000 1400.00| 700.00000 1400.00 Seeding (Mix 2E) | | | 0340 656A000 2.000 ACRE| 600.00000 1200.00| 700.00000 1400.00| 700.00000 1400.00 Mulching, Class A, Type 1 | | | 0350 665F000 100.000 EACH| 4.50000 450.00| 20.00000 2000.00| 8.00000 800.00 Hay Bales | | | 0360 665J000 950.000 LF | 4.00000 3800.00| 6.00000 5700.00| 5.00000 4750.00 Silt Fence, Type A | | | 0370 665O001 950.000 LF | 1.00000 950.00| 1.50000 1425.00| 1.50000 1425.00 Silt Fence Removal | | | 0380 680A000 LUMP| 500.00000 500.00| 7500.00000 7500.00| 8000.00000 8000.00 Engineering Controls | | | 0390 740B000 134.000 SQFT| 8.00000 1072.00| 12.00000 1608.00| 10.00000 1340.00 Construction Signs | | | 0400 740F002 8.000 EACH| 165.00000 1320.00| 275.00000 2200.00| 300.00000 2400.00 Barricades, Type III | | | 0410 740I005 2.000 EACH| 300.00000 600.00| 250.00000 500.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 573,494.75| $ 594,614.75| $ 622,912.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 573,494.75| $ 594,614.75| $ 622,912.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040730020 COUNTIES : CHAMBERS LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 16032 |( ) |( ) |PRICHARD CONSTRUCTION COMPA | | 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| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 Acres) | | | 0020 206A000 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 6+69.4 | | | 0030 206A001 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 9+17 | | | 0040 206D011 1500.000 LF | 2.00000 3000.00| | Removing Fence | | | 0050 210A000 550.000 CUYD| 7.00000 3850.00| | Unclassified Excavation | | | 0060 210D001 10771.000 CUYD| 9.00000 96939.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 231B001 285.000 TON | 32.00000 9120.00| | Roadbed Stabilizing Material, ALDOT #46 | | | 0080 502A000 134.000 LB | 1.50000 201.00| | Steel Reinforcement | | | 0090 505M000 2640.000 LF | 28.00000 73920.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0100 507A000 4.000 EACH| 2000.00000 8000.00| | Wire Rope Abutment Anchor Assembly | | | 0110 510A000 27.000 CUYD| 400.00000 10800.00| | Bridge Substructure Concrete, Class A | | | 0120 511A000 88.000 EACH| 65.00000 5720.00| | Elastomeric Bearings, Type 1 | | | 0130 512A014 4.000 EACH| 3500.00000 14000.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512B004 4.000 EACH| 4000.00000 16000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512C004 36.000 EACH| 3200.00000 115200.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040730020 COUNTIES : CHAMBERS LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 16032 |( ) |( ) |PRICHARD CONSTRUCTION COMPA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C007 12.000 EACH| 4000.00000 48000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512D002 8.000 EACH| 4000.00000 32000.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 4.000 EACH| 3800.00000 15200.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512E000 16.000 EACH| 400.00000 6400.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0200 512E002 16.000 EACH| 450.00000 7200.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0210 512F000 8.000 EACH| 450.00000 3600.00| | Precast Concrete Wing Panels, Type W1 | | | 0220 512F002 8.000 EACH| 850.00000 6800.00| | Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 8.000 EACH| 850.00000 6800.00| | Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 20000.00000 20000.00| | Mobilization | | | 0250 602A000 4.000 EACH| 200.00000 800.00| | Right Of Way Markers | | | 0260 610C001 1220.000 TON | 28.00000 34160.00| | Loose Riprap, Class 2 | | | 0270 610D000 912.000 SQYD| 4.00000 3648.00| | Filter Blanket | | | 0280 630C003 8.000 EACH| 1550.00000 12400.00| | Guardrail End Anchor, Type 13 | | | 0290 630C070 8.000 EACH| 1500.00000 12000.00| | Guardrail End Anchor, Type 10 Series | | | 0300 635B007 1.000 EACH| 1000.00000 1000.00| | Gate, 16 Feet Wide | | | 0310 636A002 1501.000 LF | 8.00000 12008.00| | Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0320 650A000 695.000 CUYD| 12.00000 8340.00| | Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040730020 COUNTIES : CHAMBERS LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 16032 |( ) |( ) |PRICHARD CONSTRUCTION COMPA | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 652A056 2.000 ACRE| 1200.00000 2400.00| | Seeding (Mix 2E) | | | 0340 656A000 2.000 ACRE| 1200.00000 2400.00| | Mulching, Class A, Type 1 | | | 0350 665F000 100.000 EACH| 8.00000 800.00| | Hay Bales | | | 0360 665J000 950.000 LF | 8.00000 7600.00| | Silt Fence, Type A | | | 0370 665O001 950.000 LF | 3.00000 2850.00| | Silt Fence Removal | | | 0380 680A000 LUMP| 12000.00000 12000.00| | Engineering Controls | | | 0390 740B000 134.000 SQFT| 12.50000 1675.00| | Construction Signs | | | 0400 740F002 8.000 EACH| 300.00000 2400.00| | Barricades, Type III | | | 0410 740I005 2.000 EACH| 500.00000 1000.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 656,231.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 656,231.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20040730022 COUNTIES : DALE LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPNU-2317(202) for constructing the Resurfacing and Traffic Stripe on C.R.#36 from the Coffee county line to the Ozark city limits. Length - 5.793 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 597,001.80 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 651,052.39 109.0537% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040730022 COUNTIES : DALE LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 1160.000 CUYD| 7.50000 8700.00| 9.50000 11020.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 212A000 626.000 STA | 33.25000 20814.50| 17.50000 10955.00| Machine Grading Shoulders | | | 0030 405A000 2272.000 GAL | 1.95000 4430.40| 1.70000 3862.40| Tack Coat | | | 0040 429A200 4911.000 TON | 44.95000 220749.45| 51.05000 250706.55| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 4723.000 TON | 44.75000 211354.25| 49.68000 234638.64| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B205 500.000 TON | 50.00000 25000.00| 102.80000 51400.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 57500.00000 57500.00| 41000.00000 41000.00| Mobilization | | | 0080 652A061 6.000 ACRE| 380.00000 2280.00| 485.00000 2910.00| Seeding (Mix 3E) | | | 0090 656A000 6.000 ACRE| 380.00000 2280.00| 450.00000 2700.00| Mulching, Class A, Type 1 | | | 0100 701A031 12.000 MILE| 1050.00000 12600.00| 1050.00000 12600.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0110 701A035 8.000 MILE| 1225.00000 9800.00| 1225.00000 9800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 3.000 MILE| 650.00000 1950.00| 650.00000 1950.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701C000 7.000 MILE| 390.00000 2730.00| 390.00000 2730.00| Broken Temporary Traffic Stripe | | | 0140 701C001 17.000 MILE| 450.00000 7650.00| 450.00000 7650.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040730022 COUNTIES : DALE LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 703A002 144.000 SQFT| 5.00000 720.00| 5.00000 720.00| Traffic Control Markings, Class 2, Type | | | A | | | 0160 703D001 144.000 SQFT| 1.30000 187.20| 1.30000 187.20| Temporary Traffic Control Markings | | | 0170 705A032 243.000 EACH| 4.80000 1166.40| 4.80000 1166.40| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 427.000 EACH| 4.80000 2049.60| 4.80000 2049.60| Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 254.000 SQFT| 10.00000 2540.00| 7.90000 2006.60| Construction Signs | | | 0200 740O000 1.000 EACH| 2500.00000 2500.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 597,001.80| $ 651,052.39| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 597,001.80| $ 651,052.39| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20040730023 COUNTIES : ELMORE LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-2606(200) for constructing the Resurfacing and Traffic Stripe on C.R.#44 from the east Eclectic city limits to S.R.#229. Length - 3.874 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 467,427.69 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 481,778.72 103.0702% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 554,091.30 118.5405% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040730023 COUNTIES : ELMORE LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 04013 |WIREGRASS CONSTRUCTION COMP |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 401B108 50002.000 SQYD| 0.72000 36001.44| 0.71000 35501.42| 0.89000 44501.78 Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 4501.000 GAL | 0.25000 1125.25| 1.00000 4501.00| 1.07000 4816.07 Tack Coat | | | 0030 424A336 2201.000 TON | 38.35000 84408.35| 42.65000 93872.65| 49.14000 108157.14 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range A/B | | | 0040 424A338 1501.000 TON | 32.00000 48032.00| 38.50000 57788.50| 54.30000 81504.30 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/8" Maximum | | | Aggregate Size Mix,Esal Range A/B | | | 0050 424B635 5001.000 TON | 35.64000 178235.64| 37.40000 187037.40| 43.41000 217093.41 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0060 424B640 100.000 TON | 65.00000 6500.00| 65.00000 6500.00| 81.37000 8137.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 430B043 1535.000 TON | 21.00000 32235.00| 21.25000 32618.75| 21.81000 33478.35 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 45000.00000 45000.00| 27000.00000 27000.00| 15688.76000 15688.76 Mobilization | | | 0090 701A031 8.000 MILE| 1167.90000 9343.20| 1150.00000 9200.00| 1310.28000 10482.24 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 6.000 MILE| 1310.08000 7860.48| 1290.00000 7740.00| 1548.51000 9291.06 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 3.000 MILE| 802.29000 2406.87| 790.00000 2370.00| 1072.04000 3216.12 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 6.000 MILE| 487.47000 2924.82| 480.00000 2880.00| 357.35000 2144.10 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20040730023 COUNTIES : ELMORE LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 04013 |WIREGRASS CONSTRUCTION COMP |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 701C001 12.000 MILE| 528.09000 6337.08| 520.00000 6240.00| 476.47000 5717.64 Solid Temporary Traffic Stripe | | | 0140 703A002 160.000 SQFT| 5.08000 812.80| 5.00000 800.00| 3.34000 534.40 Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 113.000 EACH| 5.08000 574.04| 5.00000 565.00| 6.31000 713.03 Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 384.000 EACH| 5.08000 1950.72| 5.00000 1920.00| 6.67000 2561.28 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 218.000 SQFT| 10.00000 2180.00| 8.00000 1744.00| 9.45000 2060.10 Construction Signs | | | 0180 740O000 1.000 EACH| 1500.00000 1500.00| 3500.00000 3500.00| 3994.52000 3994.52 Pilot Car | | | SECTION TOTALS | $ 467,427.69| $ 481,778.72| $ 554,091.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 467,427.69| $ 481,778.72| $ 554,091.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20040730024 COUNTIES : ESCAMBIA LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-2708(202 ) for constructing the Resurfacing and Traffic Stripe on C.R.#18 from C.R.#25 to S.R.#113 west of Brewton. Length - 6.305 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 491,270.81 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 560,438.79 114.0794% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040730024 COUNTIES : ESCAMBIA LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23011 |( ) |APAC-SOUTHEAST, INC. |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 3626.000 CUYD| 7.17000 25998.42| 8.00000 29008.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 212A000 658.000 STA | 27.71000 18233.18| 17.50000 11515.00| Machine Grading Shoulders | | | 0030 405A000 3409.000 GAL | 2.11000 7192.99| 1.18000 4022.62| Tack Coat | | | 0040 429A200 6166.000 TON | 40.89000 252127.74| 45.33000 279504.78| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 1162.000 TON | 41.31000 48002.22| 50.95000 59203.90| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B213 1205.000 TON | 45.20000 54466.00| 95.06000 114547.30| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 36932.24000 36932.24| 13349.73000 13349.73| Mobilization | | | 0080 630C070 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Guardrail End Anchor, Type 10 Series | | | 0090 652A061 10.000 ACRE| 425.00000 4250.00| 485.00000 4850.00| Seeding (Mix 3E) | | | 0100 656A000 10.000 ACRE| 400.00000 4000.00| 450.00000 4500.00| Mulching, Class A, Type 1 | | | 0110 701A031 13.000 MILE| 1050.00000 13650.00| 1050.00000 13650.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 10.000 MILE| 1200.00000 12000.00| 1200.00000 12000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701A045 3.000 MILE| 650.00000 1950.00| 650.00000 1950.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C000 3.000 MILE| 350.00000 1050.00| 350.00000 1050.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040730024 COUNTIES : ESCAMBIA LETTING DATE : 07/30/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23011 |( ) |APAC-SOUTHEAST, INC. |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C001 10.000 MILE| 390.00000 3900.00| 390.00000 3900.00| Solid Temporary Traffic Stripe | | | 0160 703A002 342.000 SQFT| 2.50000 855.00| 2.50000 855.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 137.000 SQFT| 3.50000 479.50| 3.50000 479.50| Traffic Control Legends, Class 2, Type | | | 0180 740B000 204.000 SQFT| 7.88000 1607.52| 7.24000 1476.96| Construction Signs | | | 0190 740E000 60.000 EACH| 6.00000 360.00| 5.98000 358.80| Cones (36 Inches High) | | | 0200 740M001 60.000 EACH| 3.60000 216.00| 3.62000 217.20| Ballast For Cone | | | SECTION TOTALS | $ 491,270.81| $ 560,438.79| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 491,270.81| $ 560,438.79| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20040730025 COUNTIES : GENEVA LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-3132(200) for constructing the Resurfacing and Traffic Stripe on C.R.#43 from S.R.#87 to the Coffee county line north of Samson. Length - 5.088 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 503,411.40 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 589,317.15 117.0647% 3 01087 APAC-SOUTHEAST, INC. $ 715,104.60 142.0517% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20040730025 COUNTIES : GENEVA LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 23024 |( 3 ) 01087 |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 14.000 SQYD| 20.00000 280.00| 30.00000 420.00| 90.00000 1260.00 Removing Concrete Driveway | | | 0020 209A000 7.000 EACH| 50.00000 350.00| 100.00000 700.00| 150.70000 1054.90 Mailbox Reset, Single | | | 0030 210D020 4125.000 CUYD| 2.00000 8250.00| 4.75000 19593.75| 10.00000 41250.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0040 212A000 537.000 STA | 35.00000 18795.00| 30.00000 16110.00| 49.50000 26581.50 Machine Grading Shoulders | | | 0050 401B108 59825.000 SQYD| 0.80000 47860.00| 0.90000 53842.50| 1.00000 59825.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0060 405A000 2750.000 GAL | 1.50000 4125.00| 0.50000 1375.00| 3.53000 9707.50 Tack Coat | | | 0070 429A200 4700.000 TON | 43.22000 203134.00| 47.65000 223955.00| 49.75000 233825.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 429A206 2390.000 TON | 43.22000 103295.80| 47.35000 113166.50| 48.85000 116751.50 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0090 429B213 1568.000 TON | 42.00000 65856.00| 48.85000 76596.80| 48.90000 76675.20 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 600A000 LUMP| 15000.00000 15000.00| 48500.00000 48500.00| 98716.00000 98716.00 Mobilization | | | 0110 652A061 7.000 ACRE| 372.00000 2604.00| 372.00000 2604.00| 450.00000 3150.00 Seeding (Mix 3E) | | | 0120 656A000 7.000 ACRE| 372.00000 2604.00| 372.00000 2604.00| 450.00000 3150.00 Mulching, Class A, Type 1 | | | 0130 665F000 30.000 EACH| 5.32000 159.60| 7.50000 225.00| 8.00000 240.00 Hay Bales | | | 0140 665J000 300.000 LF | 4.24000 1272.00| 7.50000 2250.00| 5.00000 1500.00 Silt Fence, Type A | | | 0150 665O001 300.000 LF | 3.00000 900.00| 0.21000 63.00| 0.50000 150.00 Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20040730025 COUNTIES : GENEVA LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 23024 |( 3 ) 01087 |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A030 11.000 MILE| 750.00000 8250.00| 750.00000 8250.00| 1000.00000 11000.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0170 701A034 6.000 MILE| 750.00000 4500.00| 750.00000 4500.00| 1000.00000 6000.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0180 701A044 4.000 MILE| 340.00000 1360.00| 340.00000 1360.00| 500.00000 2000.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0190 701C000 4.000 MILE| 394.00000 1576.00| 390.00000 1560.00| 600.00000 2400.00 Broken Temporary Traffic Stripe | | | 0200 701C001 6.000 MILE| 475.00000 2850.00| 470.00000 2820.00| 700.00000 4200.00 Solid Temporary Traffic Stripe | | | 0210 703A002 116.000 SQFT| 5.00000 580.00| 5.00000 580.00| 8.00000 928.00 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703A004 60.000 SQFT| 5.00000 300.00| 5.00000 300.00| 8.00000 480.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0230 705A032 150.000 EACH| 5.00000 750.00| 5.00000 750.00| 8.00000 1200.00 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 340.000 EACH| 5.00000 1700.00| 5.00000 1700.00| 8.00000 2720.00 Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 570.000 SQFT| 8.00000 4560.00| 7.88000 4491.60| 12.00000 6840.00 Construction Signs | | | 0260 740O000 1.000 EACH| 2500.00000 2500.00| 1000.00000 1000.00| 3500.00000 3500.00 Pilot Car | | | SECTION TOTALS | $ 503,411.40| $ 589,317.15| $ 715,104.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 503,411.40| $ 589,317.15| $ 715,104.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20040730026 COUNTIES : GREENE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3214(201) for constructing the Bridge Replacements (2 Precast) on C.R.#60 at Shambley Creek and on C.R.#208 at a tributary to the Sipsey River near Morrows Grove. Length - 0.030 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 318,008.50 100.0000% 2 02088 B & B ENGINEERING & DESIGN, LLC $ 339,072.00 106.6236% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 358,887.50 112.8547% 4 13099 MCINNIS, LLC $ 450,320.00 141.6063% 5 18024 RACON, INC. $ 472,674.84 148.6359% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040730026 COUNTIES : GREENE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 02088 |( 3 ) 07048 |PHILLIPS CONTRACTING CO., I |B & B ENGINEERING & DESIGN, |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 5000.00000 5000.00| 30000.00000 30000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 9+46.39 | | | 0020 206A001 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 9+84.84 | | | 0030 210A000 125.000 CUYD| 5.00000 625.00| 6.00000 750.00| 12.00000 1500.00 Unclassified Excavation | | | 0040 502A000 115.000 LB | 3.00000 345.00| 1.00000 115.00| 2.50000 287.50 Steel Reinforcement | | | 0050 505M000 840.000 LF | 29.00000 24360.00| 22.00000 18480.00| 27.00000 22680.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0060 505M002 1000.000 LF | 32.00000 32000.00| 28.00000 28000.00| 31.00000 31000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 4.000 EACH| 1764.00000 7056.00| 2000.00000 8000.00| 1750.00000 7000.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 18.000 CUYD| 600.00000 10800.00| 600.00000 10800.00| 550.00000 9900.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 66.000 EACH| 62.00000 4092.00| 55.00000 3630.00| 55.00000 3630.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 4.000 EACH| 3215.00000 12860.00| 2800.00000 11200.00| 2650.00000 10600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 2.000 EACH| 2955.00000 5910.00| 3500.00000 7000.00| 3000.00000 6000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 24.000 EACH| 2626.00000 63024.00| 2450.00000 58800.00| 3900.00000 93600.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 8.000 EACH| 2925.00000 23400.00| 2500.00000 20000.00| 4400.00000 35200.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 2.000 EACH| 2593.00000 5186.00| 3500.00000 7000.00| 3900.00000 7800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0150 512D030 4.000 EACH| 2593.00000 10372.00| 3500.00000 14000.00| 3900.00000 15600.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040730026 COUNTIES : GREENE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 02088 |( 3 ) 07048 |PHILLIPS CONTRACTING CO., I |B & B ENGINEERING & DESIGN, |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D031 2.000 EACH| 2593.00000 5186.00| 3500.00000 7000.00| 3900.00000 7800.00 Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0170 512E000 8.000 EACH| 375.00000 3000.00| 300.00000 2400.00| 290.00000 2320.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0180 512E001 16.000 EACH| 394.00000 6304.00| 350.00000 5600.00| 310.00000 4960.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0190 512E002 8.000 EACH| 461.00000 3688.00| 500.00000 4000.00| 375.00000 3000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0200 512F000 4.000 EACH| 427.00000 1708.00| 350.00000 1400.00| 420.00000 1680.00 Precast Concrete Wing Panels, Type W1 | | | 0210 512F001 8.000 EACH| 461.00000 3688.00| 425.00000 3400.00| 435.00000 3480.00 Precast Concrete Wing Panels, Type W2 | | | 0220 512F002 4.000 EACH| 527.00000 2108.00| 600.00000 2400.00| 650.00000 2600.00 Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 8.000 EACH| 544.00000 4352.00| 500.00000 4000.00| 420.00000 3360.00 Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| 30000.00000 30000.00 Mobilization | | | 0250 610C001 240.000 TON | 30.00000 7200.00| 25.00000 6000.00| 30.00000 7200.00 Loose Riprap, Class 2 | | | 0260 610D000 195.000 SQYD| 2.50000 487.50| 3.00000 585.00| 2.00000 390.00 Filter Blanket | | | 0270 630C003 8.000 EACH| 1300.00000 10400.00| 1500.00000 12000.00| 1300.00000 10400.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 8.000 EACH| 1800.00000 14400.00| 2500.00000 20000.00| 1900.00000 15200.00 Guardrail End Anchor, Type 20 Series | | | 0290 665F000 30.000 EACH| 7.50000 225.00| 10.00000 300.00| 10.00000 300.00 Hay Bales | | | 0300 665J000 320.000 LF | 5.00000 1600.00| 8.00000 2560.00| 8.00000 2560.00 Silt Fence, Type A | | | 0310 665O001 320.000 LF | 3.00000 960.00| 3.00000 960.00| 2.00000 640.00 Silt Fence Removal | | | 0320 680A000 LUMP| 15000.00000 15000.00| 3000.00000 3000.00| 2500.00000 2500.00 Engineering Controls | | | 0330 740B000 284.000 SQFT| 8.00000 2272.00| 13.00000 3692.00| 10.00000 2840.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040730026 COUNTIES : GREENE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 02088 |( 3 ) 07048 |PHILLIPS CONTRACTING CO., I |B & B ENGINEERING & DESIGN, |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740F002 16.000 EACH| 150.00000 2400.00| 500.00000 8000.00| 220.00000 3520.00 Barricades, Type III | | | 0350 740I005 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| 85.00000 340.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 318,008.50| $ 339,072.00| $ 358,887.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 318,008.50| $ 339,072.00| $ 358,887.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 026 -5 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040730026 COUNTIES : GREENE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( ) |MCINNIS, LLC |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 45000.00000 45000.00| 28000.00000 28000.00| Removal Of Old Bridge, Station 9+46.39 | | | 0020 206A001 LUMP| 25000.00000 25000.00| 19000.00000 19000.00| Removal Of Old Bridge, Station 9+84.84 | | | 0030 210A000 125.000 CUYD| 10.00000 1250.00| 10.00000 1250.00| Unclassified Excavation | | | 0040 502A000 115.000 LB | 2.00000 230.00| 3.50000 402.50| Steel Reinforcement | | | 0050 505M000 840.000 LF | 22.00000 18480.00| 27.00000 22680.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0060 505M002 1000.000 LF | 25.00000 25000.00| 33.00000 33000.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 4.000 EACH| 3000.00000 12000.00| 2500.00000 10000.00| Wire Rope Abutment Anchor Assembly | | | 0080 510A000 18.000 CUYD| 800.00000 14400.00| 310.00000 5580.00| Bridge Substructure Concrete, Class A | | | 0090 511A000 66.000 EACH| 80.00000 5280.00| 90.00000 5940.00| Elastomeric Bearings, Type 1 | | | 0100 512A014 4.000 EACH| 4000.00000 16000.00| 4200.00000 16800.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 2.000 EACH| 4500.00000 9000.00| 5000.00000 10000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C017 24.000 EACH| 4500.00000 108000.00| 4700.00000 112800.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512C025 8.000 EACH| 3500.00000 28000.00| 5100.00000 40800.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512D025 2.000 EACH| 4000.00000 8000.00| 4800.00000 9600.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0150 512D030 4.000 EACH| 3000.00000 12000.00| 4800.00000 19200.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 026 -6 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040730026 COUNTIES : GREENE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( ) |MCINNIS, LLC |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D031 2.000 EACH| 4000.00000 8000.00| 4800.00000 9600.00| Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0170 512E000 8.000 EACH| 300.00000 2400.00| 515.00000 4120.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0180 512E001 16.000 EACH| 350.00000 5600.00| 550.00000 8800.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0190 512E002 8.000 EACH| 400.00000 3200.00| 605.00000 4840.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0200 512F000 4.000 EACH| 500.00000 2000.00| 650.00000 2600.00| Precast Concrete Wing Panels, Type W1 | | | 0210 512F001 8.000 EACH| 500.00000 4000.00| 725.00000 5800.00| Precast Concrete Wing Panels, Type W2 | | | 0220 512F002 4.000 EACH| 500.00000 2000.00| 850.00000 3400.00| Precast Concrete Wing Panels, Type W3 | | | 0230 512G000 8.000 EACH| 500.00000 4000.00| 715.00000 5720.00| Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| Mobilization | | | 0250 610C001 240.000 TON | 25.00000 6000.00| 25.00000 6000.00| Loose Riprap, Class 2 | | | 0260 610D000 195.000 SQYD| 4.00000 780.00| 3.50000 682.50| Filter Blanket | | | 0270 630C003 8.000 EACH| 1250.00000 10000.00| 1460.00000 11680.00| Guardrail End Anchor, Type 13 | | | 0280 630C050 8.000 EACH| 1500.00000 12000.00| 1751.00000 14008.00| Guardrail End Anchor, Type 20 Series | | | 0290 665F000 30.000 EACH| 10.00000 300.00| 6.00000 180.00| Hay Bales | | | 0300 665J000 320.000 LF | 5.00000 1600.00| 2.60000 832.00| Silt Fence, Type A | | | 0310 665O001 320.000 LF | 3.00000 960.00| 1.60000 512.00| Silt Fence Removal | | | 0320 680A000 LUMP| 10000.00000 10000.00| 22000.00000 22000.00| Engineering Controls | | | 0330 740B000 284.000 SQFT| 10.00000 2840.00| 8.76000 2487.84| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 026 -7 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040730026 COUNTIES : GREENE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 18024 |( ) |MCINNIS, LLC |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740F002 16.000 EACH| 500.00000 8000.00| 211.00000 3376.00| Barricades, Type III | | | 0350 740I005 4.000 EACH| 1000.00000 4000.00| 246.00000 984.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 450,320.00| $ 472,674.84| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 450,320.00| $ 472,674.84| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20040730027 COUNTIES : HALE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 CONTRACT TIME : 355 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3300(203) for constructing the Bridge Replacements (1 Bridge Culvert ACGBBRZ-3300(204) and 3 Precasts) on various county roads as indicated on the ACGBBRZ-3300(205) plans. Length 0.083 mi. OTHERS -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 1,041,279.35 100.0000% 2 02088 B & B ENGINEERING & DESIGN, LLC $ 1,041,841.35 100.0540% 3 18024 RACON, INC. $ 1,081,681.14 103.8800% 4 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 1,103,179.50 105.9446% 5 13099 MCINNIS, LLC $ 1,275,697.00 122.5125% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040730027 COUNTIES : HALE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02088 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |B & B ENGINEERING & DESIGN, |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 12000.00000 12000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 4 ACRES) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 8500.00000 8500.00 Removal Of Old Bridge, Station 2+55.58 | | | 0030 206A001 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 13000.00000 13000.00 Removal Of Old Bridge, Station 4+93.74 | | | 0040 206A002 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 2+56.00 | | | 0050 210A000 844.000 CUYD| 12.00000 10128.00| 6.00000 5064.00| 9.00000 7596.00 Unclassified Excavation | | | 0060 214A000 1300.000 CUYD| 15.00000 19500.00| 10.00000 13000.00| 9.00000 11700.00 Structure Excavation | | | 0070 214B000 308.000 CUYD| 25.00000 7700.00| 30.00000 9240.00| 22.00000 6776.00 Foundation Backfill, Local | | | 0080 502A000 68339.000 LB | 0.65000 44420.35| 0.65000 44420.35| 0.85000 58088.15 Steel Reinforcement | | | 0090 502A001 346.000 LB | 2.50000 865.00| 1.00000 346.00| 3.50000 1211.00 Steel Reinforcement (Grade 60) | | | 0100 505M002 5197.000 LF | 31.00000 161107.00| 26.00000 135122.00| 30.00000 155910.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 507A000 6.000 EACH| 2000.00000 12000.00| 2000.00000 12000.00| 2200.00000 13200.00 Wire Rope Abutment Anchor Assembly | | | 0120 510A000 61.000 CUYD| 550.00000 33550.00| 600.00000 36600.00| 425.00000 25925.00 Bridge Substructure Concrete, Class A | | | 0130 511A000 143.000 EACH| 55.00000 7865.00| 60.00000 8580.00| 90.00000 12870.00 Elastomeric Bearings, Type 1 | | | 0140 512A014 6.000 EACH| 2650.00000 15900.00| 2800.00000 16800.00| 3250.00000 19500.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0150 512B004 7.000 EACH| 3000.00000 21000.00| 3000.00000 21000.00| 3200.00000 22400.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512C004 18.000 EACH| 2800.00000 50400.00| 3000.00000 54000.00| 3000.00000 54000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040730027 COUNTIES : HALE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02088 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |B & B ENGINEERING & DESIGN, |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512C007 6.000 EACH| 3000.00000 18000.00| 3200.00000 19200.00| 3300.00000 19800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0180 512C017 42.000 EACH| 3500.00000 147000.00| 3800.00000 159600.00| 3800.00000 159600.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512C025 14.000 EACH| 3800.00000 53200.00| 3400.00000 47600.00| 4200.00000 58800.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512D002 4.000 EACH| 3200.00000 12800.00| 3000.00000 12000.00| 3300.00000 13200.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 2.000 EACH| 3100.00000 6200.00| 3000.00000 6000.00| 3325.00000 6650.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512D025 6.000 EACH| 3500.00000 21000.00| 3300.00000 19800.00| 3800.00000 22800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0230 512D030 8.000 EACH| 3500.00000 28000.00| 3400.00000 27200.00| 3800.00000 30400.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0240 512E002 64.000 EACH| 375.00000 24000.00| 400.00000 25600.00| 400.00000 25600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0250 512F002 32.000 EACH| 650.00000 20800.00| 500.00000 16000.00| 650.00000 20800.00 Precast Concrete Wing Panels, Type W3 | | | 0260 512G000 12.000 EACH| 420.00000 5040.00| 550.00000 6600.00| 500.00000 6000.00 Precast Concrete Abutment Wing Cap Pane | | | 0270 524A010 347.000 CUYD| 350.00000 121450.00| 360.00000 124920.00| 335.00000 116245.00 Culvert Concrete | | | 0280 600A000 LUMP| 40000.00000 40000.00| 30000.00000 30000.00| 30000.00000 30000.00 Mobilization | | | 0290 610C001 1055.000 TON | 30.00000 31650.00| 23.00000 24265.00| 22.35000 23579.25 Loose Riprap, Class 2 | | | 0300 610D000 832.000 SQYD| 2.00000 1664.00| 3.00000 2496.00| 2.00000 1664.00 Filter Blanket | | | 0310 630A001 150.000 LF | 20.00000 3000.00| 22.00000 3300.00| 19.84000 2976.00 Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 12.000 EACH| 1400.00000 16800.00| 1800.00000 21600.00| 1400.30000 16803.60 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040730027 COUNTIES : HALE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 02088 |( 3 ) 18024 |GLASGOW CONSTRUCTION CO., I |B & B ENGINEERING & DESIGN, |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 630C050 12.000 EACH| 2000.00000 24000.00| 2100.00000 25200.00| 1867.07000 22404.84 Guardrail End Anchor, Type 20 Series | | | 0340 652A056 4.000 ACRE| 500.00000 2000.00| 2000.00000 8000.00| 1150.00000 4600.00 Seeding (Mix 2E) | | | 0350 656A001 4.000 ACRE| 650.00000 2600.00| 2000.00000 8000.00| 1040.00000 4160.00 Mulching, Class A, Type 2 | | | 0360 665F000 120.000 EACH| 10.00000 1200.00| 10.00000 1200.00| 5.00000 600.00 Hay Bales | | | 0370 665I000 320.000 TON | 30.00000 9600.00| 25.00000 8000.00| 28.50000 9120.00 Temporary Riprap, Class 2 | | | 0380 665J000 1830.000 LF | 8.00000 14640.00| 8.00000 14640.00| 2.65000 4849.50 Silt Fence, Type A | | | 0390 680A000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 24000.00000 24000.00 Engineering Controls | | | 0400 740B000 496.000 SQFT| 10.00000 4960.00| 13.00000 6448.00| 15.55000 7712.80 Construction Signs | | | 0410 740F002 32.000 EACH| 220.00000 7040.00| 550.00000 17600.00| 220.00000 7040.00 Barricades, Type III | | | 0420 740I005 16.000 EACH| 200.00000 3200.00| 400.00000 6400.00| 600.00000 9600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,041,279.35| $ 1,041,841.35| $ 1,081,681.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,041,279.35| $ 1,041,841.35| $ 1,081,681.14 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 027 -5 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040730027 COUNTIES : HALE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 14005 |( 5 ) 13099 |( ) |G. W. NORRELL CONTRACTING C |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| 10000.00000 10000.00| 12000.00000 12000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 4 ACRES) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 35000.00000 35000.00| Removal Of Old Bridge, Station 2+55.58 | | | 0030 206A001 LUMP| 15000.00000 15000.00| 45000.00000 45000.00| Removal Of Old Bridge, Station 4+93.74 | | | 0040 206A002 LUMP| 15000.00000 15000.00| 45000.00000 45000.00| Removal Of Old Bridge, Station 2+56.00 | | | 0050 210A000 844.000 CUYD| 5.00000 4220.00| 10.00000 8440.00| Unclassified Excavation | | | 0060 214A000 1300.000 CUYD| 5.00000 6500.00| 10.00000 13000.00| Structure Excavation | | | 0070 214B000 308.000 CUYD| 23.00000 7084.00| 30.00000 9240.00| Foundation Backfill, Local | | | 0080 502A000 68339.000 LB | 1.50000 102508.50| 1.00000 68339.00| Steel Reinforcement | | | 0090 502A001 346.000 LB | 1.00000 346.00| 3.00000 1038.00| Steel Reinforcement (Grade 60) | | | 0100 505M002 5197.000 LF | 28.00000 145516.00| 25.00000 129925.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 507A000 6.000 EACH| 1500.00000 9000.00| 2500.00000 15000.00| Wire Rope Abutment Anchor Assembly | | | 0120 510A000 61.000 CUYD| 450.00000 27450.00| 600.00000 36600.00| Bridge Substructure Concrete, Class A | | | 0130 511A000 143.000 EACH| 100.00000 14300.00| 80.00000 11440.00| Elastomeric Bearings, Type 1 | | | 0140 512A014 6.000 EACH| 2800.00000 16800.00| 3500.00000 21000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0150 512B004 7.000 EACH| 2600.00000 18200.00| 3500.00000 24500.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0160 512C004 18.000 EACH| 2300.00000 41400.00| 3500.00000 63000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 027 -6 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040730027 COUNTIES : HALE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 14005 |( 5 ) 13099 |( ) |G. W. NORRELL CONTRACTING C |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512C007 6.000 EACH| 2300.00000 13800.00| 3000.00000 18000.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0180 512C017 42.000 EACH| 3000.00000 126000.00| 4800.00000 201600.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512C025 14.000 EACH| 3300.00000 46200.00| 3500.00000 49000.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512D002 4.000 EACH| 2500.00000 10000.00| 3000.00000 12000.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 2.000 EACH| 2500.00000 5000.00| 3500.00000 7000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512D025 6.000 EACH| 2900.00000 17400.00| 3000.00000 18000.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0230 512D030 8.000 EACH| 2900.00000 23200.00| 3000.00000 24000.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0240 512E002 64.000 EACH| 700.00000 44800.00| 400.00000 25600.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0250 512F002 32.000 EACH| 750.00000 24000.00| 500.00000 16000.00| Precast Concrete Wing Panels, Type W3 | | | 0260 512G000 12.000 EACH| 800.00000 9600.00| 400.00000 4800.00| Precast Concrete Abutment Wing Cap Pane | | | 0270 524A010 347.000 CUYD| 500.00000 173500.00| 500.00000 173500.00| Culvert Concrete | | | 0280 600A000 LUMP| 20000.00000 20000.00| 50000.00000 50000.00| Mobilization | | | 0290 610C001 1055.000 TON | 25.00000 26375.00| 25.00000 26375.00| Loose Riprap, Class 2 | | | 0300 610D000 832.000 SQYD| 5.00000 4160.00| 2.50000 2080.00| Filter Blanket | | | 0310 630A001 150.000 LF | 17.00000 2550.00| 17.00000 2550.00| Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 12.000 EACH| 1200.00000 14400.00| 1200.00000 14400.00| Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 027 -7 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040730027 COUNTIES : HALE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 14005 |( 5 ) 13099 |( ) |G. W. NORRELL CONTRACTING C |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 630C050 12.000 EACH| 1600.00000 19200.00| 1600.00000 19200.00| Guardrail End Anchor, Type 20 Series | | | 0340 652A056 4.000 ACRE| 800.00000 3200.00| 800.00000 3200.00| Seeding (Mix 2E) | | | 0350 656A001 4.000 ACRE| 800.00000 3200.00| 800.00000 3200.00| Mulching, Class A, Type 2 | | | 0360 665F000 120.000 EACH| 5.00000 600.00| 8.00000 960.00| Hay Bales | | | 0370 665I000 320.000 TON | 25.00000 8000.00| 25.00000 8000.00| Temporary Riprap, Class 2 | | | 0380 665J000 1830.000 LF | 5.00000 9150.00| 5.00000 9150.00| Silt Fence, Type A | | | 0390 680A000 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| Engineering Controls | | | 0400 740B000 496.000 SQFT| 20.00000 9920.00| 10.00000 4960.00| Construction Signs | | | 0410 740F002 32.000 EACH| 500.00000 16000.00| 800.00000 25600.00| Barricades, Type III | | | 0420 740I005 16.000 EACH| 600.00000 9600.00| 500.00000 8000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,103,179.50| $ 1,275,697.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,103,179.50| $ 1,275,697.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20040730028 COUNTIES : JACKSON MARSHALL LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPNU-3604(201) for constructing the Resurfacing, Traffic Stripe, and Bridge ACGBBR-4815(200) Replacement on C.R.#67 at South Sauty Creek in Langston and on C.R.#582 on South Sauty Creek south of Guntersville. Length - 0.654 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19007 SCOTT BRIDGE COMPANY, INC. $ 2,198,304.71 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,345,459.21 106.6940% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040730028 COUNTIES : JACKSON MARSHALL LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( ) |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 115000.00000 115000.00| 190000.00000 190000.00| Removal Of Old Bridge, Station Sta | | | 30+93.42 | | | 0030 210A000 401.000 CUYD| 4.00000 1604.00| 6.00000 2406.00| Unclassified Excavation | | | 0040 210D001 7137.000 CUYD| 6.80000 48531.60| 8.00000 57096.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 210F001 18091.000 TON | 13.30000 240610.30| 10.00000 180910.00| Borrow Excavation (Underwater | | | Embankment) | | | 0060 230A000 6.000 RBST| 500.00000 3000.00| 700.00000 4200.00| Roadbed Processing | | | 0070 301A012 3098.000 SQYD| 5.00000 15490.00| 6.00000 18588.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 3098.000 SQYD| 0.98000 3036.04| 0.50000 1549.00| Bituminous Treatment A | | | 0090 401B106 5781.000 SQYD| 5.50000 31795.50| 5.40000 31217.40| Bituminous Treatment JG (With Polymer | | | Additive) | | | 0100 405A000 159.000 GAL | 2.00000 318.00| 1.50000 238.50| Tack Coat | | | 0110 424A340 436.000 TON | 45.00000 19620.00| 49.53000 21595.08| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B636 356.000 TON | 42.00000 14952.00| 42.88000 15265.28| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0130 430B014 1143.000 TON | 13.00000 14859.00| 20.00000 22860.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040730028 COUNTIES : JACKSON MARSHALL LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( ) |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 502A001 34932.000 LB | 0.86000 30041.52| 0.75000 26199.00| Steel Reinforcement (Grade 60) | | | 0150 502B000 LUMP| 65000.00000 65000.00| 55000.00000 55000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta 30+69.00 (Approx. | | | 69785 Lbs) | | | 0160 505G003 24.000 EACH| 150.00000 3600.00| 150.00000 3600.00| Pile Points (Type A, 12") | | | 0170 505M002 924.000 LF | 36.00000 33264.00| 28.00000 25872.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0180 506A008 34.000 LF | 840.00000 28560.00| 850.00000 28900.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0190 506B003 24.000 LF | 5040.00000 120960.00| 5150.00000 123600.00| Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0200 506C042 168.000 LF | 57.75000 9702.00| 60.00000 10080.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0210 506F008 126.000 LF | 205.00000 25830.00| 205.00000 25830.00| Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0220 506G002 4.000 EACH| 790.00000 3160.00| 800.00000 3200.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0230 508A000 5527.000 LB | 3.75000 20726.25| 3.50000 19344.50| Structural Steel | | | 0240 510A000 100.000 CUYD| 735.00000 73500.00| 500.00000 50000.00| Bridge Substructure Concrete, Class A | | | 0250 510C051 LUMP| 240000.00000 240000.00| 300000.00000 300000.00| Bridge Concrete Superstructure, Sta | | | 30+69.00 (Approx. 298 Cu Yds) | | | 0260 510E000 794.000 SQYD| 3.25000 2580.50| 4.00000 3176.00| Grooving Concrete Bridge Decks | | | 0270 511A053 30.000 EACH| 165.00000 4950.00| 350.00000 10500.00| Elastomeric Bearing Type 2(Mark B4) | | | 0280 513B015 1481.000 LF | 155.00000 229555.00| 180.00000 266580.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0290 600A000 LUMP| 263000.00000 263000.00| 279200.00000 279200.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040730028 COUNTIES : JACKSON MARSHALL LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( ) |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 610C002 18817.000 TON | 16.80000 316125.60| 10.85000 204164.45| Loose Riprap, Class 3 | | | 0310 610D003 9868.000 SQYD| 1.70000 16775.60| 2.00000 19736.00| Filter Blanket, Geotextile | | | 0320 630A001 5633.000 LF | 14.00000 78862.00| 14.00000 78862.00| Steel Beam Guardrail, Class A, Type 2 | | | 0330 630C003 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| Guardrail End Anchor, Type 13 | | | 0340 630C050 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| Guardrail End Anchor, Type 20 Series | | | 0350 630C070 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| Guardrail End Anchor, Type 10 Series | | | 0360 665F000 40.000 EACH| 15.00000 600.00| 6.00000 240.00| Hay Bales | | | 0370 665J000 840.000 LF | 3.50000 2940.00| 6.00000 5040.00| Silt Fence, Type A | | | 0380 665L000 4528.000 LF | 16.50000 74712.00| 15.00000 67920.00| Floating Basin Boom | | | 0390 665O001 840.000 LF | 1.00000 840.00| 1.00000 840.00| Silt Fence Removal | | | 0400 680A000 LUMP| 15000.00000 15000.00| 160000.00000 160000.00| Engineering Controls | | | 0410 701A031 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0420 701A035 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0430 705A037 87.000 EACH| 10.00000 870.00| 10.00000 870.00| Pavement Markers, Class A-H, Type 2-D | | | 0440 726A000 20.000 LF | 55.00000 1100.00| 100.00000 2000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0450 740B000 238.000 SQFT| 7.60000 1808.80| 10.00000 2380.00| Construction Signs | | | 0460 740F002 12.000 EACH| 200.00000 2400.00| 250.00000 3000.00| Barricades, Type III | | | 0470 740I005 5.000 EACH| 285.00000 1425.00| 360.00000 1800.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 2,198,304.71| $ 2,345,459.21| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,198,304.71| $ 2,345,459.21| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20040730029 COUNTIES : LAWRENCE LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(214) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#460 at Sledge Creek west of Moulton. Length 0.010 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 134,231.50 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 143,410.00 106.8378% 3 02011 BROOKS & SON CONSTRUCTION $ 150,113.00 111.8314% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040730029 COUNTIES : LAWRENCE LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07048 |( 3 ) 02011 |TRI-COUNTY CONCRETE CONSTRU |GLASGOW CONSTRUCTION CO., I |BROOKS & SON CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 9+18.00 | | | 0020 214A000 787.000 CUYD| 9.00000 7083.00| 15.00000 11805.00| 5.00000 3935.00 Structure Excavation | | | 0030 214B001 521.000 CUYD| 18.50000 9638.50| 20.00000 10420.00| 13.00000 6773.00 Foundation Backfill, Commercial | | | 0040 502A000 53100.000 LB | 0.70000 37170.00| 0.65000 34515.00| 0.65000 34515.00 Steel Reinforcement | | | 0050 524A011 222.000 CUYD| 250.00000 55500.00| 300.00000 66600.00| 280.00000 62160.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 7500.00000 7500.00| 3000.00000 3000.00| 10000.00000 10000.00 Mobilization | | | 0070 610C001 100.000 TON | 15.00000 1500.00| 20.00000 2000.00| 17.00000 1700.00 Loose Riprap, Class 2 | | | 0080 610D000 90.000 SQYD| 4.00000 360.00| 2.00000 180.00| 5.00000 450.00 Filter Blanket | | | 0090 665F000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 10.00000 500.00 Hay Bales | | | 0100 665J000 560.000 LF | 10.00000 5600.00| 8.00000 4480.00| 5.00000 2800.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 3000.00000 3000.00 Engineering Controls | | | 0120 740B000 198.000 SQFT| 10.00000 1980.00| 10.00000 1980.00| 10.00000 1980.00 Construction Signs | | | 0130 740F002 8.000 EACH| 225.00000 1800.00| 220.00000 1760.00| 250.00000 2000.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 300.00000 600.00| 85.00000 170.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 134,231.50| $ 143,410.00| $ 150,113.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 134,231.50| $ 143,410.00| $ 150,113.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20040730030 COUNTIES : LEE LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 125 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-4104(200) for constructing the Bridge Replacement and Approaches on C.R.#240 at Whites Creek southwest of Smiths Station. Length - 0.119 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 723,920.00 100.0000% 2 13099 MCINNIS, LLC $ 769,601.20 106.3103% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 778,175.30 107.4947% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040730030 COUNTIES : LEE LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 19007 |NEWELL & BUSH, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 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| 30000.00000 30000.00| 35000.00000 35000.00| 51600.00000 51600.00 Removal Of Old Bridge, Station 263+87.0 | | | 0030 206D001 150.000 LF | 2.00000 300.00| 10.00000 1500.00| 3.00000 450.00 Removing Guardrail | | | 0040 206E008 4.000 EACH| 130.00000 520.00| 200.00000 800.00| 250.00000 1000.00 Removing Guardrail End Anchor (All Type | | | 0050 210A000 2543.000 CUYD| 3.50000 8900.50| 9.50000 24158.50| 10.00000 25430.00 Unclassified Excavation | | | 0060 210D001 100.000 CUYD| 8.50000 850.00| 20.00000 2000.00| 10.00000 1000.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 230A000 5.000 RBST| 300.00000 1500.00| 400.00000 2000.00| 500.00000 2500.00 Roadbed Processing | | | 0080 301A012 1312.000 SQYD| 12.00000 15744.00| 10.50000 13776.00| 7.00000 9184.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1312.000 SQYD| 3.00000 3936.00| 3.00000 3936.00| 2.93000 3844.16 Bituminous Treatment A | | | 0100 405A000 36.000 GAL | 17.00000 612.00| 16.00000 576.00| 15.96000 574.56 Tack Coat | | | 0110 429A221 99.000 TON | 105.00000 10395.00| 88.00000 8712.00| 87.77000 8689.23 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429B221 189.000 TON | 200.00000 37800.00| 70.00000 13230.00| 69.15000 13069.35 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0130 502A000 40700.000 LB | 0.75000 30525.00| 0.95000 38665.00| 0.91000 37037.00 Steel Reinforcement | | | 0140 502B000 LUMP| 30000.00000 30000.00| 32000.00000 32000.00| 31500.00000 31500.00 Steel Reinforcement For Bridge | | | Superstructure, 263+44)(Approx 32600 | | | Lbs.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040730030 COUNTIES : LEE LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 19007 |NEWELL & BUSH, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506A005 42.000 LF | 90.00000 3780.00| 371.00000 15582.00| 367.50000 15435.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0160 506A008 5.000 LF | 175.00000 875.00| 477.00000 2385.00| 472.50000 2362.50 Drilled Shaft Excavation, 4'-0" Diamete | | | 0170 506B002 39.000 LF | 1250.00000 48750.00| 1272.00000 49608.00| 1260.00000 49140.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0180 506B003 43.000 LF | 1400.00000 60200.00| 1431.00000 61533.00| 1417.50000 60952.50 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0190 506C021 81.000 LF | 200.00000 16200.00| 48.00000 3888.00| 47.25000 3827.25 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | 0200 506C022 48.000 LF | 230.00000 11040.00| 61.00000 2928.00| 59.85000 2872.80 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS2 Concrete | | | 0210 506G001 4.000 EACH| 300.00000 1200.00| 1100.00000 4400.00| 1050.00000 4200.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0220 506G002 4.000 EACH| 300.00000 1200.00| 1100.00000 4400.00| 1050.00000 4200.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0230 508A000 3900.000 LB | 2.00000 7800.00| 4.75000 18525.00| 4.00000 15600.00 Structural Steel | | | 0240 510A000 108.000 CUYD| 400.00000 43200.00| 500.00000 54000.00| 700.00000 75600.00 Bridge Substructure Concrete, Class A | | | 0250 510C051 LUMP| 100000.00000 100000.00| 80000.00000 80000.00| 100000.00000 100000.00 Bridge Concrete Superstructure, 263+44 | | | (Approx 131 Cubic Yards) | | | 0260 510E000 373.000 SQYD| 6.50000 2424.50| 5.00000 1865.00| 6.75000 2517.75 Grooving Concrete Bridge Decks | | | 0270 511A050 8.000 EACH| 170.00000 1360.00| 200.00000 1600.00| 150.00000 1200.00 Elastomeric Bearing Type 2(Mark B1) | | | 0280 511A051 8.000 EACH| 170.00000 1360.00| 200.00000 1600.00| 150.00000 1200.00 Elastomeric Bearing Type 2(Mark B2) | | | 0290 511A070 8.000 EACH| 170.00000 1360.00| 200.00000 1600.00| 500.00000 4000.00 Elastomeric Bearing Type 4(Mark VB1) | | | 0300 513B003 308.000 LF | 94.00000 28952.00| 68.00000 20944.00| 78.00000 24024.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0310 513B004 237.000 LF | 130.00000 30810.00| 89.00000 21093.00| 108.00000 25596.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040730030 COUNTIES : LEE LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 19007 |NEWELL & BUSH, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 600A000 LUMP| 115000.00000 115000.00| 153000.00000 153000.00| 125000.00000 125000.00 Mobilization | | | 0330 610C001 720.000 TON | 28.00000 20160.00| 29.60000 21312.00| 25.00000 18000.00 Loose Riprap, Class 2 | | | 0340 610D000 672.000 SQYD| 2.50000 1680.00| 2.85000 1915.20| 2.00000 1344.00 Filter Blanket | | | 0350 630A001 300.000 LF | 16.50000 4950.00| 16.00000 4800.00| 16.00000 4800.00 Steel Beam Guardrail, Class A, Type 2 | | | 0360 630C003 4.000 EACH| 1300.00000 5200.00| 1400.00000 5600.00| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | 0370 630C050 4.000 EACH| 1650.00000 6600.00| 1800.00000 7200.00| 1750.00000 7000.00 Guardrail End Anchor, Type 20 Series | | | 0380 650A000 82.000 CUYD| 8.00000 656.00| 24.90000 2041.80| 25.00000 2050.00 Topsoil | | | 0390 652A056 1.000 ACRE| 800.00000 800.00| 800.00000 800.00| 685.00000 685.00 Seeding (Mix 2E) | | | 0400 656A001 1.000 ACRE| 800.00000 800.00| 800.00000 800.00| 685.00000 685.00 Mulching, Class A, Type 2 | | | 0410 665F000 100.000 EACH| 20.00000 2000.00| 8.00000 800.00| 7.00000 700.00 Hay Bales | | | 0420 665J000 1344.000 LF | 6.00000 8064.00| 5.30000 7123.20| 4.00000 5376.00 Silt Fence, Type A | | | 0430 665O001 1344.000 LF | 1.00000 1344.00| 1.50000 2016.00| 1.05000 1411.20 Silt Fence Removal | | | 0440 680A000 LUMP| 7500.00000 7500.00| 25600.00000 25600.00| 15000.00000 15000.00 Engineering Controls | | | 0450 701A004 1.000 MILE| 1600.00000 1600.00| 1100.00000 1100.00| 375.00000 375.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0460 701A012 1.000 MILE| 1600.00000 1600.00| 1100.00000 1100.00| 375.00000 375.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0470 701C001 1.000 MILE| 1600.00000 1600.00| 1100.00000 1100.00| 600.00000 600.00 Solid Temporary Traffic Stripe | | | 0480 701G124 300.000 LF | 6.50000 1950.00| 5.50000 1650.00| 6.50000 1950.00 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0490 701G132 300.000 LF | 6.50000 1950.00| 5.50000 1650.00| 6.50000 1950.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 030 -5 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040730030 COUNTIES : LEE LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 19007 |NEWELL & BUSH, INC. |MCINNIS, LLC |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 740B000 281.000 SQFT| 12.00000 3372.00| 8.50000 2388.50| 8.00000 2248.00 Construction Signs | | | 0510 740F002 8.000 EACH| 250.00000 2000.00| 225.00000 1800.00| 175.00000 1400.00 Barricades, Type III | | | 0520 740I005 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 210.00000 420.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 723,920.00| $ 769,601.20| $ 778,175.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 723,920.00| $ 769,601.20| $ 778,175.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20040730031 COUNTIES : LIMESTONE LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-4217(202) for constructing the Resurfacing and Traffic Stripe on Fort Hampton Road from S.R.#99 to Easter Ferry Road northwest of Athens. Length - 1.946 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 239,446.00 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 256,016.80 106.9205% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040730031 COUNTIES : LIMESTONE LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 19010 |( ) |BURGREEN CONTRACTING CO., I |SHELBY CONTRACTING CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 685.000 GAL | 2.40000 1644.00| 3.00000 2055.00| Tack Coat | | | 0020 429A220 1500.000 TON | 46.45000 69675.00| 44.35000 66525.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0030 429B229 3000.000 TON | 35.85000 107550.00| 42.65000 127950.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0040 430B004 1550.000 TON | 12.90000 19995.00| 14.80000 22940.00| Aggregate Surfacing (ALDOT #810) | | | 0050 600A000 LUMP| 22800.00000 22800.00| 19500.00000 19500.00| Mobilization | | | 0060 701A030 4.000 MILE| 1000.00000 4000.00| 755.00000 3020.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0070 701A034 4.000 MILE| 1000.00000 4000.00| 755.00000 3020.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0080 701A044 1.000 MILE| 600.00000 600.00| 450.00000 450.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0090 701C000 1.000 MILE| 600.00000 600.00| 650.00000 650.00| Broken Temporary Traffic Stripe | | | 0100 701C001 4.000 MILE| 700.00000 2800.00| 685.00000 2740.00| Solid Temporary Traffic Stripe | | | 0110 703A002 455.000 SQFT| 4.00000 1820.00| 4.50000 2047.50| Traffic Control Markings, Class 2, Type | | | A | | | 0120 703B002 56.000 SQFT| 5.00000 280.00| 6.00000 336.00| Traffic Control Legends, Class 2, Type | | | 0130 705A037 129.000 EACH| 10.00000 1290.00| 6.50000 838.50| Pavement Markers, Class A-H, Type 2-D | | | 0140 740B000 191.000 SQFT| 12.00000 2292.00| 12.80000 2444.80| Construction Signs | | | 0150 740E000 100.000 EACH| 1.00000 100.00| 15.00000 1500.00| Cones (36 Inches High) | | | SECTION TOTALS | $ 239,446.00| $ 256,016.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,446.00| $ 256,016.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20040730032 COUNTIES : LIMESTONE LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 130 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4222(200) for constructing the Bridge Replacement (Precast) and Approaches on Old Highway 20 at Limestone Creek west of Huntsville. Length 0.160 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 665,157.78 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 681,886.90 102.5151% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 740,264.00 111.2915% 4 13004 MILLER & MILLER, INC. $ 797,939.10 119.9624% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040730032 COUNTIES : LIMESTONE LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( 3 ) 07048 |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A001 LUMP| 10000.00000 10000.00| 50000.00000 50000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 39+96.27 | | | 0020 210A000 1157.000 CUYD| 7.00000 8099.00| 7.00000 8099.00| 15.00000 17355.00 Unclassified Excavation | | | 0030 230A000 6.000 RBST| 472.00000 2832.00| 350.00000 2100.00| 500.00000 3000.00 Roadbed Processing | | | 0040 301A012 1457.000 SQYD| 5.66000 8246.62| 5.50000 8013.50| 5.00000 7285.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0050 401A000 1457.000 SQYD| 2.36000 3438.52| 0.20000 291.40| 1.50000 2185.50 Bituminous Treatment A | | | 0060 405A000 44.000 GAL | 2.36000 103.84| 2.50000 110.00| 2.75000 121.00 Tack Coat | | | 0070 429A200 87.000 TON | 56.64000 4927.68| 55.00000 4785.00| 70.00000 6090.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 429B201 247.000 TON | 54.28000 13407.16| 45.00000 11115.00| 62.00000 15314.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0090 502A000 267.000 LB | 10.00000 2670.00| 4.00000 1068.00| 2.50000 667.50 Steel Reinforcement | | | 0100 505H000 676.000 LF | 159.30000 107686.80| 195.00000 131820.00| 329.00000 222404.00 Pilot Holes | | | 0110 505M000 968.000 LF | 49.00000 47432.00| 25.50000 24684.00| 35.00000 33880.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0120 507A000 2.000 EACH| 1691.30000 3382.60| 1350.00000 2700.00| 1800.00000 3600.00 Wire Rope Abutment Anchor Assembly | | | 0130 510A000 38.000 CUYD| 600.00000 22800.00| 690.00000 26220.00| 540.00000 20520.00 Bridge Substructure Concrete, Class A | | | 0140 511A000 88.000 EACH| 66.00000 5808.00| 44.00000 3872.00| 54.00000 4752.00 Elastomeric Bearings, Type 1 | | | 0150 512A014 2.000 EACH| 3111.00000 6222.00| 3500.00000 7000.00| 2565.00000 5130.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040730032 COUNTIES : LIMESTONE LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( 3 ) 07048 |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512B004 6.000 EACH| 3353.00000 20118.00| 3750.00000 22500.00| 2925.00000 17550.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0170 512C017 42.000 EACH| 3711.00000 155862.00| 3450.00000 144900.00| 3825.00000 160650.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512C025 14.000 EACH| 4223.00000 59122.00| 3800.00000 53200.00| 4050.00000 56700.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512D025 10.000 EACH| 3811.00000 38110.00| 3100.00000 31000.00| 3825.00000 38250.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512D030 4.000 EACH| 3799.00000 15196.00| 3100.00000 12400.00| 3825.00000 15300.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0210 512E001 16.000 EACH| 538.00000 8608.00| 425.00000 6800.00| 288.00000 4608.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0220 512F001 8.000 EACH| 620.00000 4960.00| 520.00000 4160.00| 405.00000 3240.00 Precast Concrete Wing Panels, Type W2 | | | 0230 512G000 4.000 EACH| 590.00000 2360.00| 475.00000 1900.00| 378.00000 1512.00 Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 60000.00000 60000.00| 70000.00000 70000.00| 10000.00000 10000.00 Mobilization | | | 0250 610C001 406.000 TON | 30.00000 12180.00| 22.00000 8932.00| 30.00000 12180.00 Loose Riprap, Class 2 | | | 0260 610D003 310.000 SQYD| 2.50000 775.00| 4.00000 1240.00| 2.00000 620.00 Filter Blanket, Geotextile | | | 0270 630A001 300.000 LF | 15.96000 4788.00| 17.00000 5100.00| 20.00000 6000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C003 4.000 EACH| 1568.00000 6272.00| 1300.00000 5200.00| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | 0290 630C050 4.000 EACH| 1848.00000 7392.00| 1750.00000 7000.00| 1750.00000 7000.00 Guardrail End Anchor, Type 20 Series | | | 0300 650A000 106.000 CUYD| 18.00000 1908.00| 7.00000 742.00| 15.00000 1590.00 Topsoil | | | 0310 650B000 195.000 CUYD| 10.00000 1950.00| 7.00000 1365.00| 10.00000 1950.00 Topsoil From Stockpiles | | | 0320 652A053 1.000 ACRE| 518.00000 518.00| 900.00000 900.00| 500.00000 500.00 Seeding (Mix 1E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040730032 COUNTIES : LIMESTONE LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03023 |( 2 ) 18036 |( 3 ) 07048 |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 656A000 1.000 ACRE| 460.00000 460.00| 900.00000 900.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0340 665J000 1160.000 LF | 2.95000 3422.00| 6.00000 6960.00| 8.00000 9280.00 Silt Fence, Type A | | | 0350 665O001 1160.000 LF | 1.20000 1392.00| 2.50000 2900.00| 2.00000 2320.00 Silt Fence Removal | | | 0360 680A000 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 5000.00000 5000.00 Engineering Controls | | | 0370 701A004 1.000 MILE| 1180.00000 1180.00| 550.00000 550.00| 2000.00000 2000.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0380 701A012 1.000 MILE| 1180.00000 1180.00| 550.00000 550.00| 2000.00000 2000.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0390 740B000 191.000 SQFT| 8.56000 1634.96| 10.00000 1910.00| 10.00000 1910.00 Construction Signs | | | 0400 740F002 8.000 EACH| 224.20000 1793.60| 450.00000 3600.00| 220.00000 1760.00 Barricades, Type III | | | 0410 740I005 4.000 EACH| 230.00000 920.00| 450.00000 1800.00| 85.00000 340.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 665,157.78| $ 681,886.90| $ 740,264.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 665,157.78| $ 681,886.90| $ 740,264.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040730032 COUNTIES : LIMESTONE LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A001 LUMP| 43400.00000 43400.00| | Removal Of Old Bridge, Station 39+96.27 | | | 0020 210A000 1157.000 CUYD| 11.00000 12727.00| | Unclassified Excavation | | | 0030 230A000 6.000 RBST| 605.00000 3630.00| | Roadbed Processing | | | 0040 301A012 1457.000 SQYD| 8.20000 11947.40| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0050 401A000 1457.000 SQYD| 0.70000 1019.90| | Bituminous Treatment A | | | 0060 405A000 44.000 GAL | 1.65000 72.60| | Tack Coat | | | 0070 429A200 87.000 TON | 86.00000 7482.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 429B201 247.000 TON | 64.00000 15808.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0090 502A000 267.000 LB | 10.00000 2670.00| | Steel Reinforcement | | | 0100 505H000 676.000 LF | 194.00000 131144.00| | Pilot Holes | | | 0110 505M000 968.000 LF | 32.00000 30976.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0120 507A000 2.000 EACH| 1850.00000 3700.00| | Wire Rope Abutment Anchor Assembly | | | 0130 510A000 38.000 CUYD| 1600.00000 60800.00| | Bridge Substructure Concrete, Class A | | | 0140 511A000 88.000 EACH| 58.00000 5104.00| | Elastomeric Bearings, Type 1 | | | 0150 512A014 2.000 EACH| 3850.00000 7700.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040730032 COUNTIES : LIMESTONE LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512B004 6.000 EACH| 3870.00000 23220.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0170 512C017 42.000 EACH| 3950.00000 165900.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512C025 14.000 EACH| 4250.00000 59500.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512D025 10.000 EACH| 3550.00000 35500.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512D030 4.000 EACH| 3450.00000 13800.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0210 512E001 16.000 EACH| 595.00000 9520.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | 0220 512F001 8.000 EACH| 625.00000 5000.00| | Precast Concrete Wing Panels, Type W2 | | | 0230 512G000 4.000 EACH| 455.00000 1820.00| | Precast Concrete Abutment Wing Cap Pane | | | 0240 600A000 LUMP| 93440.00000 93440.00| | Mobilization | | | 0250 610C001 406.000 TON | 18.00000 7308.00| | Loose Riprap, Class 2 | | | 0260 610D003 310.000 SQYD| 4.50000 1395.00| | Filter Blanket, Geotextile | | | 0270 630A001 300.000 LF | 17.00000 5100.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C003 4.000 EACH| 1265.00000 5060.00| | Guardrail End Anchor, Type 13 | | | 0290 630C050 4.000 EACH| 1680.00000 6720.00| | Guardrail End Anchor, Type 20 Series | | | 0300 650A000 106.000 CUYD| 13.00000 1378.00| | Topsoil | | | 0310 650B000 195.000 CUYD| 11.00000 2145.00| | Topsoil From Stockpiles | | | 0320 652A053 1.000 ACRE| 1200.00000 1200.00| | Seeding (Mix 1E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040730032 COUNTIES : LIMESTONE LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 13004 |( ) |( ) |MILLER & MILLER, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 656A000 1.000 ACRE| 1200.00000 1200.00| | Mulching, Class A, Type 1 | | | 0340 665J000 1160.000 LF | 4.50000 5220.00| | Silt Fence, Type A | | | 0350 665O001 1160.000 LF | 0.75000 870.00| | Silt Fence Removal | | | 0360 680A000 LUMP| 9352.75000 9352.75| | Engineering Controls | | | 0370 701A004 1.000 MILE| 400.00000 400.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0380 701A012 1.000 MILE| 400.00000 400.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0390 740B000 191.000 SQFT| 8.95000 1709.45| | Construction Signs | | | 0400 740F002 8.000 EACH| 225.00000 1800.00| | Barricades, Type III | | | 0410 740I005 4.000 EACH| 200.00000 800.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 797,939.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 797,939.10| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20040730033 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4400(202) for constructing the Bridge Replacements (2 Precast) on C.R.#13 at Cubahatchee Creek and on C.R.#85 at Thobolocco Branch southeast of Shorter. Length - 0.013 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 244,772.00 100.0000% 2 13099 MCINNIS, LLC $ 278,157.00 113.6392% 3 13021 MURPHREE BRIDGE CORPORATION $ 294,158.34 120.1765% 4 06001 F & W CONSTRUCTION COMPANY, INC. $ 296,398.00 121.0915% 5 14008 NEWELL & BUSH, INC. $ 324,317.00 132.4976% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040730033 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 9000.00000 9000.00| 7500.00000 7500.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 5+17.71 | | | 0020 206A001 LUMP| 9000.00000 9000.00| 7500.00000 7500.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 5+28.80 | | | 0030 210A000 408.000 CUYD| 5.00000 2040.00| 5.00000 2040.00| 5.00000 2040.00 Unclassified Excavation | | | 0040 505A032 2.000 EACH| 1000.00000 2000.00| 2000.00000 4000.00| 2000.00000 4000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 2.000 EACH| 500.00000 1000.00| 2000.00000 4000.00| 2000.00000 4000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 1920.000 LF | 27.00000 51840.00| 26.00000 49920.00| 20.00000 38400.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 4.000 EACH| 1500.00000 6000.00| 2500.00000 10000.00| 3000.00000 12000.00 Wire Rope Abutment Anchor Assembly | | | 0080 511A000 44.000 EACH| 75.00000 3300.00| 75.00000 3300.00| 60.00000 2640.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 2400.00000 4800.00| 3200.00000 6400.00| 2890.00000 5780.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512A015 2.000 EACH| 2400.00000 4800.00| 3200.00000 6400.00| 2645.00000 5290.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0110 512C004 6.000 EACH| 2500.00000 15000.00| 3400.00000 20400.00| 3340.00000 20040.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 2.000 EACH| 2600.00000 5200.00| 3500.00000 7000.00| 3460.00000 6920.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512C017 6.000 EACH| 3000.00000 18000.00| 3900.00000 23400.00| 4290.00000 25740.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 2.000 EACH| 3300.00000 6600.00| 3900.00000 7800.00| 4570.00000 9140.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040730033 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D006 2.000 EACH| 3100.00000 6200.00| 3800.00000 7600.00| 3640.00000 7280.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long (Modified) | | | 0160 512D031 2.000 EACH| 3000.00000 6000.00| 3800.00000 7600.00| 4290.00000 8580.00 Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0170 512E001 32.000 EACH| 400.00000 12800.00| 500.00000 16000.00| 290.00000 9280.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0180 512F001 16.000 EACH| 500.00000 8000.00| 500.00000 8000.00| 510.00000 8160.00 Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 8.000 EACH| 450.00000 3600.00| 500.00000 4000.00| 435.00000 3480.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 9500.00000 9500.00| 17643.00000 17643.00| 25662.19000 25662.19 Mobilization | | | 0210 610C001 602.000 TON | 22.00000 13244.00| 30.00000 18060.00| 28.00000 16856.00 Loose Riprap, Class 2 | | | 0220 610D000 602.000 SQYD| 4.00000 2408.00| 2.00000 1204.00| 2.50000 1505.00 Filter Blanket | | | 0230 630C003 8.000 EACH| 1200.00000 9600.00| 1200.00000 9600.00| 1200.00000 9600.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 8.000 EACH| 1600.00000 12800.00| 1600.00000 12800.00| 1600.00000 12800.00 Guardrail End Anchor, Type 20 Series | | | 0250 665F000 90.000 EACH| 4.00000 360.00| 5.00000 450.00| 6.50000 585.00 Hay Bales | | | 0260 665J000 800.000 LF | 4.00000 3200.00| 5.00000 4000.00| 3.10000 2480.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 2800.00000 2800.00| 2500.00000 2500.00| 5060.15000 5060.15 Engineering Controls | | | 0280 740B000 304.000 SQFT| 20.00000 6080.00| 10.00000 3040.00| 7.50000 2280.00 Construction Signs | | | 0290 740F002 16.000 EACH| 400.00000 6400.00| 300.00000 4800.00| 165.00000 2640.00 Barricades, Type III | | | 0300 740I005 8.000 EACH| 400.00000 3200.00| 150.00000 1200.00| 240.00000 1920.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 244,772.00| $ 278,157.00| $ 294,158.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 244,772.00| $ 278,157.00| $ 294,158.34 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040730033 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 06001 |( 5 ) 14008 |( ) |F & W CONSTRUCTION CO., INC |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 12500.00000 12500.00| 24000.00000 24000.00| Removal Of Old Bridge, Station 5+17.71 | | | 0020 206A001 LUMP| 42000.00000 42000.00| 15000.00000 15000.00| Removal Of Old Bridge, Station 5+28.80 | | | 0030 210A000 408.000 CUYD| 4.45000 1815.60| 4.00000 1632.00| Unclassified Excavation | | | 0040 505A032 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 1920.000 LF | 30.00000 57600.00| 29.00000 55680.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 4.000 EACH| 2000.00000 8000.00| 1900.00000 7600.00| Wire Rope Abutment Anchor Assembly | | | 0080 511A000 44.000 EACH| 46.85000 2061.40| 50.00000 2200.00| Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 2800.00000 5600.00| 3400.00000 6800.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512A015 2.000 EACH| 2800.00000 5600.00| 3400.00000 6800.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0110 512C004 6.000 EACH| 2800.00000 16800.00| 3000.00000 18000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 2.000 EACH| 2800.00000 5600.00| 3800.00000 7600.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512C017 6.000 EACH| 2800.00000 16800.00| 3500.00000 21000.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 2.000 EACH| 2800.00000 5600.00| 4600.00000 9200.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20040730033 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 06001 |( 5 ) 14008 |( ) |F & W CONSTRUCTION CO., INC |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D006 2.000 EACH| 2750.00000 5500.00| 4600.00000 9200.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long (Modified) | | | 0160 512D031 2.000 EACH| 2750.00000 5500.00| 4300.00000 8600.00| Precast Concrete Barrier Rail End | | | Section, 39-11 3/8" Long (Modified) | | | 0170 512E001 32.000 EACH| 450.00000 14400.00| 400.00000 12800.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0180 512F001 16.000 EACH| 400.00000 6400.00| 500.00000 8000.00| Precast Concrete Wing Panels, Type W2 | | | 0190 512G000 8.000 EACH| 300.00000 2400.00| 600.00000 4800.00| Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 25000.00000 25000.00| 30000.00000 30000.00| Mobilization | | | 0210 610C001 602.000 TON | 20.00000 12040.00| 26.00000 15652.00| Loose Riprap, Class 2 | | | 0220 610D000 602.000 SQYD| 2.00000 1204.00| 2.50000 1505.00| Filter Blanket | | | 0230 630C003 8.000 EACH| 1250.00000 10000.00| 1450.00000 11600.00| Guardrail End Anchor, Type 13 | | | 0240 630C050 8.000 EACH| 1800.00000 14400.00| 2350.00000 18800.00| Guardrail End Anchor, Type 20 Series | | | 0250 665F000 90.000 EACH| 4.50000 405.00| 20.00000 1800.00| Hay Bales | | | 0260 665J000 800.000 LF | 4.00000 3200.00| 6.00000 4800.00| Silt Fence, Type A | | | 0270 680A000 LUMP| 500.00000 500.00| 4000.00000 4000.00| Engineering Controls | | | 0280 740B000 304.000 SQFT| 8.00000 2432.00| 12.00000 3648.00| Construction Signs | | | 0290 740F002 16.000 EACH| 165.00000 2640.00| 250.00000 4000.00| Barricades, Type III | | | 0300 740I005 8.000 EACH| 300.00000 2400.00| 200.00000 1600.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 296,398.00| $ 324,317.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 296,398.00| $ 324,317.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20040730034 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-4404(200) for constructing the Resurfacing and Traffic Stripe on C.R.#10 from 1.6 miles east of C.R.#5 through Creek Stand to the Russell county line. Length - 6.540 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 614,433.53 100.0000% 2 05002 EAST ALABAMA PAVING COMPANY, INC. $ 661,697.93 107.6924% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040730034 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 05002 |( ) |WIREGRASS CONSTRUCTION COMP |EAST ALABAMA PAVING CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 84409.000 SQYD| 0.69000 58242.21| 0.57000 48113.13| Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 5525.000 GAL | 0.15000 828.75| 0.00000 0.00| Tack Coat | | | 0030 424A336 3576.000 TON | 39.95000 142861.20| 47.90000 171290.40| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range A/B | | | 0040 424A347 6964.000 TON | 37.85000 263587.40| 42.71000 297432.44| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B647 2686.000 TON | 36.25000 97367.50| 41.46000 111361.56| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 600A000 LUMP| 27000.00000 27000.00| 10000.00000 10000.00| Mobilization | | | 0070 701A030 13.000 MILE| 763.47000 9925.11| 760.00000 9880.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0080 701A034 7.000 MILE| 763.47000 5344.29| 760.00000 5320.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0090 701A044 4.000 MILE| 442.01000 1768.04| 440.00000 1760.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0100 703A004 132.000 SQFT| 3.01000 397.32| 3.00000 396.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0110 705A032 145.000 EACH| 5.63000 816.35| 5.60000 812.00| Pavement Markers, Class A-H, Type 1-B | | | 0120 705A037 432.000 EACH| 5.73000 2475.36| 5.70000 2462.40| Pavement Markers, Class A-H, Type 2-D | | | 0130 740B000 212.000 SQFT| 10.00000 2120.00| 10.00000 2120.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040730034 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 05002 |( ) |WIREGRASS CONSTRUCTION COMP |EAST ALABAMA PAVING CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740O000 1.000 EACH| 1700.00000 1700.00| 750.00000 750.00| Pilot Car | | | SECTION TOTALS | $ 614,433.53| $ 661,697.93| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 614,433.53| $ 661,697.93| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20040730035 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 CONTRACT TIME : 140 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4405(200) for constructing the Bridge Replacement and Approaches on C.R.#9 at Old Town Creek relief south of Shorter. Length 0.184 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 585,492.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 708,000.00 120.9239% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040730035 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( ) |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 206A000 LUMP| 20000.00000 20000.00| 90000.00000 90000.00| Removal Of Old Bridge, Station 36+57.44 | | | 0020 210A000 880.000 CUYD| 6.00000 5280.00| 7.60000 6688.00| Unclassified Excavation | | | 0030 210D001 3804.000 CUYD| 10.00000 38040.00| 14.90000 56679.60| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 231B002 473.000 TON | 15.00000 7095.00| 14.75000 6976.75| Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0050 301A012 2182.000 SQYD| 12.50000 27275.00| 9.00000 19638.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0060 401A000 2182.000 SQYD| 1.00000 2182.00| 1.00000 2182.00| Bituminous Treatment A | | | 0070 405A000 66.000 GAL | 1.00000 66.00| 2.00000 132.00| Tack Coat | | | 0080 424A341 165.000 TON | 75.00000 12375.00| 63.00000 10395.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0090 424B637 345.000 TON | 60.00000 20700.00| 55.00000 18975.00| Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 502A000 8600.000 LB | 1.00000 8600.00| 1.00000 8600.00| Steel Reinforcement | | | 0110 502B000 LUMP| 37000.00000 37000.00| 37000.00000 37000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 35+98, Approx. | | | 37000 Lbs. | | | 0120 505G003 32.000 EACH| 100.00000 3200.00| 100.00000 3200.00| Pile Points (Type A, 12") | | | 0130 505H000 128.000 LF | 30.00000 3840.00| 105.00000 13440.00| Pilot Holes | | | 0140 505M002 600.000 LF | 35.00000 21000.00| 30.00000 18000.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040730035 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( ) |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 508A000 6200.000 LB | 5.00000 31000.00| 3.00000 18600.00| Structural Steel | | | 0160 510A000 82.000 CUYD| 600.00000 49200.00| 650.00000 53300.00| Bridge Substructure Concrete, Class A | | | 0170 510C051 LUMP| 90000.00000 90000.00| 100610.69000 100610.69| Bridge Concrete Superstructure, Station | | | 35+98, Approx. 146 Cu. Yds. | | | 0180 510E000 427.000 SQYD| 10.00000 4270.00| 5.90000 2519.30| Grooving Concrete Bridge Decks | | | 0190 511A050 32.000 EACH| 100.00000 3200.00| 100.00000 3200.00| Elastomeric Bearing Type 2(Mark B1) | | | 0200 513B003 628.000 LF | 70.00000 43960.00| 100.00000 62800.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0210 600A000 LUMP| 50000.00000 50000.00| 81366.81000 81366.81| Mobilization | | | 0220 610C001 1610.000 TON | 30.00000 48300.00| 26.00000 41860.00| Loose Riprap, Class 2 | | | 0230 610D000 1244.000 SQYD| 3.00000 3732.00| 2.00000 2488.00| Filter Blanket | | | 0240 630C003 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| Guardrail End Anchor, Type 13 | | | 0250 630C050 4.000 EACH| 1900.00000 7600.00| 1600.00000 6400.00| Guardrail End Anchor, Type 20 Series | | | 0260 650A000 480.000 CUYD| 25.00000 12000.00| 22.30000 10704.00| Topsoil | | | 0270 652A056 1.000 ACRE| 850.00000 850.00| 640.00000 640.00| Seeding (Mix 2E) | | | 0280 656A001 1.000 ACRE| 850.00000 850.00| 640.00000 640.00| Mulching, Class A, Type 2 | | | 0290 665F000 209.000 EACH| 8.00000 1672.00| 5.15000 1076.35| Hay Bales | | | 0300 665J000 2090.000 LF | 5.00000 10450.00| 5.00000 10450.00| Silt Fence, Type A | | | 0310 665O001 2090.000 LF | 1.50000 3135.00| 1.15000 2403.50| Silt Fence Removal | | | 0320 680A000 LUMP| 7500.00000 7500.00| 8200.00000 8200.00| Engineering Controls | | | 0330 701A004 1.000 MILE| 250.00000 250.00| 225.00000 225.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040730035 COUNTIES : MACON LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( ) |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 701A012 1.000 MILE| 250.00000 250.00| 225.00000 225.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0350 740B000 182.000 SQFT| 10.00000 1820.00| 7.50000 1365.00| Construction Signs | | | 0360 740F002 8.000 EACH| 300.00000 2400.00| 165.00000 1320.00| Barricades, Type III | | | 0370 740I005 4.000 EACH| 200.00000 800.00| 225.00000 900.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 585,492.00| $ 708,000.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 585,492.00| $ 708,000.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20040730039 COUNTIES : ST. CLAIR LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPOA-5801(200) for constructing the Resurfacing and Traffic Stripe on C.R.#10 from I-20 through Moody to the Jefferson county line. Length - 5.988 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 882,455.68 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 937,693.29 106.2595% 3 01087 APAC-SOUTHEAST, INC. $ 960,517.10 108.8459% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040730039 COUNTIES : ST. CLAIR LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |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 305A000 4700.000 CUYD| 9.50000 44650.00| 13.73000 64531.00| 12.90000 60630.00 Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 4700.000 GAL | 1.50000 7050.00| 0.90000 4230.00| 1.20000 5640.00 Tack Coat | | | 0030 429A241 6800.000 TON | 44.00000 299200.00| 44.75000 304300.00| 49.40000 335920.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 429B248 9400.000 TON | 41.00000 385400.00| 41.25000 387750.00| 46.65000 438510.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0050 600A000 LUMP| 52300.00000 52300.00| 60700.00000 60700.00| 17000.00000 17000.00 Mobilization | | | 0060 630A004 456.000 LF | 24.00000 10944.00| 21.97000 10018.32| 18.90000 8618.40 Steel Beam Guardrail, Class B, Type 2 | | | 0070 630C022 8.000 EACH| 1200.00000 9600.00| 2197.21000 17577.68| 1890.00000 15120.00 Guardrail End Anchor, Type Special | | | 0080 630C050 8.000 EACH| 1600.00000 12800.00| 1953.08000 15624.64| 1680.00000 13440.00 Guardrail End Anchor, Type 20 Series | | | 0090 665J000 1690.000 LF | 1.00000 1690.00| 5.17000 8737.30| 4.70000 7943.00 Silt Fence, Type A | | | 0100 665O001 1690.000 LF | 0.50000 845.00| 0.65000 1098.50| 1.00000 1690.00 Silt Fence Removal | | | 0110 701A031 12.000 MILE| 1111.00000 13332.00| 1464.81000 17577.72| 1260.00000 15120.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 12.000 MILE| 1313.00000 15756.00| 1220.67000 14648.04| 1050.00000 12600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701C001 24.000 MILE| 555.50000 13332.00| 518.79000 12450.96| 450.00000 10800.00 Solid Temporary Traffic Stripe | | | 0140 703A002 662.000 SQFT| 2.53000 1674.86| 2.44000 1615.28| 2.10000 1390.20 Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A005 790.000 EACH| 5.00000 3950.00| 5.49000 4337.10| 4.75000 3752.50 Pavement Markers, Class A, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040730039 COUNTIES : ST. CLAIR LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740B000 321.000 SQFT| 7.42000 2381.82| 9.36000 3004.56| 8.00000 2568.00 Construction Signs | | | 0170 740E000 50.000 EACH| 1.00000 50.00| 12.92000 646.00| 11.50000 575.00 Cones (36 Inches High) | | | 0180 740O000 1.000 EACH| 7500.00000 7500.00| 8846.19000 8846.19| 9200.00000 9200.00 Pilot Car | | | SECTION TOTALS | $ 882,455.68| $ 937,693.29| $ 960,517.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 882,455.68| $ 937,693.29| $ 960,517.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20040730042 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 CONTRACT TIME : 12/15/04 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : STPMT-7804(600) for constructing the Additional Lanes including Signal on East Main Street from west of Adell Street to east of Shady Oak Lane in Prattville. Length 0.347 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,035,676.00 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,044,244.82 100.8274% 3 01087 APAC-SOUTHEAST, INC. $ 1,300,686.84 125.5882% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040730042 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 23024 |( 3 ) 01087 |R.E. GRILLS CONSTRUCTION CO |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 9000.00000 9000.00| 9000.00000 9000.00| 9000.00000 9000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 3 acres) | | | 0020 206D001 693.000 LF | 3.50000 2425.50| 1.41000 977.13| 1.52000 1053.36 Removing Guardrail | | | 0030 206D003 840.000 LF | 5.70000 4788.00| 5.35000 4494.00| 12.00000 10080.00 Removing Curb And Gutter | | | 0040 206E042 1.000 EACH| 333.00000 333.00| 580.00000 580.00| 750.00000 750.00 Removing Inlets (Partial) | | | 0050 210A000 459.000 CUYD| 9.00000 4131.00| 17.00000 7803.00| 10.00000 4590.00 Unclassified Excavation | | | 0060 210D021 6322.000 CUYD| 7.70000 48679.40| 8.50000 53737.00| 10.00000 63220.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0070 214A000 1088.000 CUYD| 22.00000 23936.00| 5.60000 6092.80| 12.50000 13600.00 Structure Excavation | | | 0080 214B001 1633.000 CUYD| 30.00000 48990.00| 35.50000 57971.50| 21.00000 34293.00 Foundation Backfill, Commercial | | | 0090 405A000 925.000 GAL | 1.80000 1665.00| 1.75000 1618.75| 1.03000 952.75 Tack Coat | | | 0100 424A360 1002.000 TON | 60.00000 60120.00| 62.00000 62124.00| 46.65000 46743.30 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A363 40.000 TON | 92.00000 3680.00| 90.00000 3600.00| 55.00000 2200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424A366 3127.000 TON | 55.00000 171985.00| 26.50000 82865.50| 22.50000 70357.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B651 353.000 TON | 58.00000 20474.00| 58.95000 20809.35| 62.15000 21938.95 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040730042 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 23024 |( 3 ) 01087 |R.E. GRILLS CONSTRUCTION CO |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B681 344.000 TON | 58.00000 19952.00| 58.50000 20124.00| 72.15000 24819.60 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0150 424C361 631.000 TON | 55.00000 34705.00| 58.00000 36598.00| 55.45000 34988.95 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0160 530A001 31.000 LF | 76.00000 2356.00| 59.68000 1850.08| 52.98000 1642.38 18" Roadway Pipe (Class 3 R.C.) | | | 0170 533A098 2271.000 LF | 31.00000 70401.00| 37.00000 84027.00| 38.35000 87092.85 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0180 533A099 45.000 LF | 54.00000 2430.00| 57.00000 2565.00| 52.77000 2374.65 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0190 533A101 11.000 LF | 69.00000 759.00| 167.00000 1837.00| 110.00000 1210.00 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0200 600A000 LUMP| 80000.00000 80000.00| 105000.00000 105000.00| 375000.00000 375000.00 Mobilization | | | 0210 610A004 600.000 SQYD| 29.00000 17400.00| 30.00000 18000.00| 53.00000 31800.00 Loose Riprap, Class 2, 24" Thick | | | 0220 610D000 600.000 SQYD| 1.80000 1080.00| 2.75000 1650.00| 6.00000 3600.00 Filter Blanket | | | 0230 618A000 55.000 SQYD| 33.00000 1815.00| 60.60000 3333.00| 26.25000 1443.75 Concrete Sidewalk, 4" Thick | | | 0240 619A002 2.000 EACH| 600.00000 1200.00| 466.15000 932.30| 630.00000 1260.00 18" Roadway Pipe End Treatment, Class 1 | | | 0250 619A003 1.000 EACH| 890.00000 890.00| 605.99000 605.99| 825.00000 825.00 24" Roadway Pipe End Treatment, Class 1 | | | 0260 619A005 1.000 EACH| 1400.00000 1400.00| 1025.52000 1025.52| 1240.00000 1240.00 36" Roadway Pipe End Treatment, Class 1 | | | 0270 620A000 1.000 CUYD| 360.00000 360.00| 745.84000 745.84| 1050.00000 1050.00 Minor Structure Concrete | | | 0280 621A000 2.000 EACH| 1855.00000 3710.00| 2237.51000 4475.02| 1750.00000 3500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0290 621C015 14.000 EACH| 2500.00000 35000.00| 2600.00000 36400.00| 1800.00000 25200.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0300 621C027 1.000 EACH| 1800.00000 1800.00| 1771.36000 1771.36| 1800.00000 1800.00 Inlets, Type C | | | 0310 621D015 7.000 EACH| 650.00000 4550.00| 466.15000 3263.05| 650.00000 4550.00 Inlet Units, Type S1 Or S3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040730042 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 23024 |( 3 ) 01087 |R.E. GRILLS CONSTRUCTION CO |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 621E000 1.000 EACH| 3000.00000 3000.00| 3800.00000 3800.00| 3000.00000 3000.00 Manholes, Type Special | | | 0330 622A000 4.000 EACH| 300.00000 1200.00| 177.08000 708.32| 400.00000 1600.00 Manhole Covers Reset | | | 0340 623A000 528.000 LF | 9.70000 5121.60| 12.35000 6520.80| 15.00000 7920.00 Concrete Gutter | | | 0350 623C003 4054.000 LF | 9.70000 39323.80| 16.00000 64864.00| 7.25000 29391.50 Combination Curb & Gutter, Type C | | | (Modified) | | | 0360 629A072 325.000 LF | 59.00000 19175.00| 175.00000 56875.00| 250.00000 81250.00 Concrete Median or Safety Barrier, Type | | | GS-54-PP (Special) | | | 0370 630A001 1035.000 LF | 19.00000 19665.00| 15.04000 15566.40| 16.16000 16725.60 Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C003 1.000 EACH| 1500.00000 1500.00| 1128.00000 1128.00| 1212.00000 1212.00 Guardrail End Anchor, Type 13 | | | 0390 630C050 7.000 EACH| 2100.00000 14700.00| 1504.00000 10528.00| 1617.00000 11319.00 Guardrail End Anchor, Type 20 Series | | | 0400 641S500 6.000 EACH| 300.00000 1800.00| 56.34000 338.04| 50.00000 300.00 Valve Box Reset | | | 0410 650A000 936.000 CUYD| 14.00000 13104.00| 20.00000 18720.00| 11.00000 10296.00 Topsoil | | | 0420 652A056 2.000 ACRE| 600.00000 1200.00| 425.00000 850.00| 425.00000 850.00 Seeding (Mix 2E) | | | 0430 654A001 563.000 SQYD| 3.60000 2026.80| 2.80000 1576.40| 2.80000 1576.40 Solid Sodding (Bermuda) | | | 0440 656A000 2.000 ACRE| 600.00000 1200.00| 400.00000 800.00| 400.00000 800.00 Mulching, Class A, Type 1 | | | 0450 658A002 2.000 ACRE| 1600.00000 3200.00| 1200.00000 2400.00| 1200.00000 2400.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0460 659A000 290.000 SQYD| 3.00000 870.00| 2.00000 580.00| 2.00000 580.00 Erosion Control Netting, Class A | | | 0470 665A000 2.000 ACRE| 500.00000 1000.00| 350.00000 700.00| 800.00000 1600.00 Temporary Seeding | | | 0480 665B000 2.000 ACRE| 500.00000 1000.00| 300.00000 600.00| 800.00000 1600.00 Temporary Mulching | | | 0490 665F000 50.000 EACH| 7.00000 350.00| 10.00000 500.00| 10.00000 500.00 Hay Bales | | | 0500 665G000 50.000 EACH| 7.00000 350.00| 7.00000 350.00| 7.00000 350.00 Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 042 -5 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040730042 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 23024 |( 3 ) 01087 |R.E. GRILLS CONSTRUCTION CO |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 665J000 4130.000 LF | 3.30000 13629.00| 2.90000 11977.00| 2.90000 11977.00 Silt Fence, Type A | | | 0520 665O001 4130.000 LF | 1.20000 4956.00| 0.10000 413.00| 0.10000 413.00 Silt Fence Removal | | | 0530 665Q000 485.000 LF | 7.00000 3395.00| 5.85000 2837.25| 5.85000 2837.25 12 Inch Wattle | | | 0540 672A000 3.000 GAL | 150.00000 450.00| 325.00000 975.00| 325.00000 975.00 Flocculant Liquid | | | 0550 680A000 LUMP| 21700.00000 21700.00| 30000.00000 30000.00| 55000.00000 55000.00 Engineering Controls | | | 0560 701A031 1.000 MILE| 2300.00000 2300.00| 2000.00000 2000.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0570 701A035 1.000 MILE| 2300.00000 2300.00| 2000.00000 2000.00| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0580 701A040 1.000 MILE| 1400.00000 1400.00| 1250.00000 1250.00| 1250.00000 1250.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0590 701A045 1.000 MILE| 1400.00000 1400.00| 1250.00000 1250.00| 1250.00000 1250.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0600 701B005 354.000 LF | 1.10000 389.40| 1.00000 354.00| 1.00000 354.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0610 701C000 2.000 MILE| 860.00000 1720.00| 750.00000 1500.00| 750.00000 1500.00 Broken Temporary Traffic Stripe | | | 0620 701C001 3.000 MILE| 860.00000 2580.00| 750.00000 2250.00| 750.00000 2250.00 Solid Temporary Traffic Stripe | | | 0630 701C004 2.000 MILE| 3600.00000 7200.00| 3200.00000 6400.00| 3200.00000 6400.00 Broken Temporary Traffic Stripe (Tape) | | | 0640 701C006 3.000 MILE| 7800.00000 23400.00| 6800.00000 20400.00| 6800.00000 20400.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0650 701D008 3.000 MILE| 1900.00000 5700.00| 1700.00000 5100.00| 1700.00000 5100.00 Solid Traffic Stripe Removed (Plastic) | | | 0660 701D009 3.000 MILE| 1300.00000 3900.00| 1200.00000 3600.00| 1200.00000 3600.00 Solid Traffic Stripe Removed (Tape) | | | 0670 701D015 2.000 MILE| 1700.00000 3400.00| 1550.00000 3100.00| 1550.00000 3100.00 Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 042 -6 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040730042 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 23024 |( 3 ) 01087 |R.E. GRILLS CONSTRUCTION CO |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 701D016 2.000 MILE| 1300.00000 2600.00| 1200.00000 2400.00| 1200.00000 2400.00 Broken Traffic Stripe Removed (Tape) | | | 0690 703A002 4145.000 SQFT| 2.80000 11606.00| 2.50000 10362.50| 2.50000 10362.50 Traffic Control Markings, Class 2, Type | | | A | | | 0700 703B002 113.000 SQFT| 4.00000 452.00| 3.50000 395.50| 3.50000 395.50 Traffic Control Legends, Class 2, Type | | | 0710 705A030 80.000 EACH| 6.00000 480.00| 5.25000 420.00| 5.25000 420.00 Pavement Markers, Class A-H, Type 2-C | | | 0720 705A031 46.000 EACH| 6.00000 276.00| 5.25000 241.50| 5.25000 241.50 Pavement Markers, Class A-H, Type 1-A | | | 0730 705A032 230.000 EACH| 6.00000 1380.00| 5.25000 1207.50| 5.25000 1207.50 Pavement Markers, Class A-H, Type 1-B | | | 0740 705A037 40.000 EACH| 6.00000 240.00| 5.25000 210.00| 5.25000 210.00 Pavement Markers, Class A-H, Type 2-D | | | 0750 705A038 210.000 EACH| 6.00000 1260.00| 5.25000 1102.50| 5.25000 1102.50 Pavement Markers, Class A-H, Type 2-E | | | 0760 707G000 9.000 EACH| 30.00000 270.00| 40.00000 360.00| 50.00000 450.00 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 0770 710A126 19.000 SQFT| 14.00000 266.00| 18.00000 342.00| 20.55000 390.45 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0780 710B001 30.000 LF | 14.00000 420.00| 4.75000 142.50| 5.42000 162.60 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0790 730C000 LUMP| 1500.00000 1500.00| 3228.12000 3228.12| 3400.00000 3400.00 Furnishing And Installing Traffic | | | Control Unit (E. Main St. at Shady Oak | | | Lane) | | | 0800 730E000 2.000 EACH| 2300.00000 4600.00| 1140.01000 2280.02| 1200.00000 2400.00 Metal Traffic Signal Pole Foundation | | | 0810 730F000 1.000 EACH| 5900.00000 5900.00| 7500.00000 7500.00| 5600.00000 5600.00 Metal Traffic Signal Pole With 35' Mast | | | Arm Assembly | | | 0820 730F001 1.000 EACH| 11800.00000 11800.00| 12000.00000 12000.00| 10500.00000 10500.00 Metal Traffic Signal Pole With 45' and | | | 55' Mast Arm Assembly | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 042 -7 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040730042 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 23024 |( 3 ) 01087 |R.E. GRILLS CONSTRUCTION CO |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 730K000 2.000 EACH| 580.00000 1160.00| 313.50000 627.00| 330.00000 660.00 Traffic Signal Junction Box | | | 0840 730L003 15.000 LF | 1.30000 19.50| 3.80000 57.00| 4.00000 60.00 1", Non-Metallic, Conduit | | | 0850 730L005 20.000 LF | 2.20000 44.00| 3.99000 79.80| 4.20000 84.00 2", Non-Metallic, Conduit | | | 0860 730N010 2.000 EACH| 400.00000 800.00| 617.51000 1235.02| 650.00000 1300.00 Luminaire Extension Assembly, 12 Feet | | | 0870 730P020 1.000 EACH| 1200.00000 1200.00| 1000.00000 1000.00| 1045.00000 1045.00 Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 0880 730P022 5.000 EACH| 970.00000 4850.00| 747.89000 3739.45| 788.00000 3940.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0890 730P024 1.000 EACH| 1547.00000 1547.00| 1187.51000 1187.51| 1250.00000 1250.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0900 730R022 1.000 EACH| 11200.00000 11200.00| 12000.00000 12000.00| 9530.00000 9530.00 Controller Assembly, Type III, 8 Phase | | | 0910 730S002 LUMP| 5100.00000 5100.00| 4161.02000 4161.02| 4380.00000 4380.00 Furnishing And Installing Emergency | | | Vehicle Preemption System( (E. Main St. | | | at Shady Oak Lane) | | | 0920 730T000 2.000 EACH| 500.00000 1000.00| 313.50000 627.00| 330.00000 660.00 Wood Pole | | | 0930 730U005 LUMP| 28700.00000 28700.00| 22895.12000 22895.12| 24100.00000 24100.00 Furnishing And Installing Video | | | Detection System | | | 0940 730Y000 LUMP| 2400.00000 2400.00| 2237.26000 2237.26| 2355.00000 2355.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | 0950 740B000 525.000 SQFT| 9.00000 4725.00| 12.00000 6300.00| 8.00000 4200.00 Construction Signs | | | 0960 740D000 200.000 EACH| 54.00000 10800.00| 70.00000 14000.00| 85.00000 17000.00 Channelizing Drums | | | 0970 740E000 50.000 EACH| 21.00000 1050.00| 14.89000 744.50| 5.00000 250.00 Cones (36 Inches High) | | | 0980 740I005 4.000 EACH| 300.00000 1200.00| 114.30000 457.20| 465.00000 1860.00 Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 042 -8 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040730042 COUNTIES : AUTAUGA LETTING DATE : 07/30/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 23024 |( 3 ) 01087 |R.E. GRILLS CONSTRUCTION CO |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 740M001 50.000 EACH| 7.00000 350.00| 9.66000 483.00| 5.00000 250.00 Ballast For Cone | | | 1000 741C010 2.000 EACH| 1450.00000 2900.00| 4500.00000 9000.00| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1010 756A028 110.000 LINF| 36.00000 3960.00| 23.04000 2534.40| 24.25000 2667.50 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | SECTION TOTALS | $ 1,035,676.00| $ 1,044,244.82| $ 1,300,686.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,035,676.00| $ 1,044,244.82| $ 1,300,686.84 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20040730043 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPPC-8040(600) for constructing the Intersection Improvements at various intersections as indicated in the plans on Summerville Road in Phenix City. Length 0.381 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,728,910.69 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,977,939.40 114.4038% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040730043 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( ) |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO | 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| 6000.00000 6000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 Acres) | | | 0020 206D000 660.000 LF | 15.24000 10058.40| 9.00000 5940.00| Removing Pipe | | | 0030 206D003 5798.000 LF | 10.44000 60531.12| 3.60000 20872.80| Removing Curb And Gutter | | | 0040 206E001 11.000 EACH| 254.78000 2802.58| 200.00000 2200.00| Removing Inlets | | | 0050 210A000 2298.000 CUYD| 34.60000 79510.80| 18.00000 41364.00| Unclassified Excavation | | | 0060 210D000 1938.000 CUYD| 22.27000 43159.26| 20.00000 38760.00| Borrow Excavation | | | 0070 214A000 1544.000 CUYD| 25.56000 39464.64| 15.40000 23777.60| Structure Excavation | | | 0080 214B001 671.000 CUYD| 45.88000 30785.48| 32.50000 21807.50| Foundation Backfill, Commercial | | | 0090 260A000 6.000 CUYD| 358.72000 2152.32| 250.00000 1500.00| Cement Mortar Flowable Backfill, Mix 1 | | | 0100 301A025 7109.000 SQYD| 7.83000 55663.47| 11.00000 78199.00| Crushed Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0110 401B100 24404.000 SQYD| 1.58000 38558.32| 2.30000 56129.20| Bituminous Treatment E (With Polymer | | | Additive) | | | 0120 405A000 3278.000 GAL | 5.23000 17143.94| 2.00000 6556.00| Tack Coat | | | 0130 408A054 12780.000 SQYD| 2.62000 33483.60| 5.65000 72207.00| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0140 424A360 1659.000 TON | 50.91000 84459.69| 60.90000 101033.10| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A366 100.000 TON | 56.81000 5681.00| 70.20000 7020.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040730043 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( ) |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B650 2924.000 TON | 52.33000 153012.92| 58.10000 169884.40| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 424B655 30.000 TON | 115.42000 3462.60| 200.00000 6000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B681 931.000 TON | 49.99000 46540.69| 53.95000 50227.45| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 424B689 4084.000 TON | 43.99000 179655.16| 63.90000 260967.60| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424C361 460.000 TON | 49.84000 22926.40| 61.30000 28198.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 430B005 200.000 TON | 16.19000 3238.00| 17.35000 3470.00| Aggregate Surfacing (ALDOT #410) | | | 0220 530A001 1308.000 LF | 66.67000 87204.36| 40.00000 52320.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0230 530A002 233.000 LF | 108.55000 25292.15| 50.00000 11650.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0240 600A000 LUMP| 87106.42000 87106.42| 158500.00000 158500.00| Mobilization | | | 0250 602A000 5.000 EACH| 131.23000 656.15| 215.00000 1075.00| Right Of Way Markers | | | 0260 610C001 35.000 TON | 32.92000 1152.20| 30.30000 1060.50| Loose Riprap, Class 2 | | | 0270 610D003 55.000 SQYD| 2.64000 145.20| 1.90000 104.50| Filter Blanket, Geotextile | | | 0280 618B002 426.000 SQYD| 45.60000 19425.60| 30.00000 12780.00| Concrete Driveway, 6" Thick | | | 0290 620A000 1.000 CUYD| 1590.14000 1590.14| 300.00000 300.00| Minor Structure Concrete | | | 0300 621A004 2.000 EACH| 2308.65000 4617.30| 2400.00000 4800.00| Junction Boxes, Type 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040730043 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( ) |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 621A005 4.000 EACH| 2307.54000 9230.16| 1800.00000 7200.00| Junction Boxes, Type 1 | | | 0320 621B004 3.000 EACH| 2307.91000 6923.73| 765.00000 2295.00| Junction Box Units, Type 4 | | | 0330 621B005 4.000 EACH| 2307.54000 9230.16| 610.00000 2440.00| Junction Box Units, Type 1 | | | 0340 621C015 11.000 EACH| 2109.63000 23205.93| 2400.00000 26400.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0350 621C016 2.000 EACH| 2110.24000 4220.48| 2500.00000 5000.00| Inlets, Type S2 Or S4 (1 Wing) | | | 0360 621C017 2.000 EACH| 2712.10000 5424.20| 2500.00000 5000.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0370 621C109 1.000 EACH| 2306.45000 2306.45| 4000.00000 4000.00| Inlets, Type PD | | | 0380 621D015 12.000 EACH| 2307.91000 27694.92| 600.00000 7200.00| Inlet Units, Type S1 Or S3 | | | 0390 621D109 2.000 EACH| 2308.65000 4617.30| 600.00000 1200.00| Inlet Units, Type PD | | | 0400 623C003 5835.000 LF | 12.78000 74571.30| 18.00000 105030.00| Combination Curb & Gutter, Type C | | | (Modified) | | | 0410 637A001 473.000 LF | 14.91000 7052.43| 20.00000 9460.00| Fence Reset (Includes All Types) | | | 0420 650B000 1167.000 CUYD| 35.61000 41556.87| 17.00000 19839.00| Topsoil From Stockpiles | | | 0430 652A054 2.000 ACRE| 439.18000 878.36| 565.00000 1130.00| Seeding (Mix 2A) | | | 0440 654A000 846.000 SQYD| 3.40000 2876.40| 6.00000 5076.00| Solid Sodding | | | 0450 656A000 2.000 ACRE| 466.63000 933.26| 760.00000 1520.00| Mulching, Class A, Type 1 | | | 0460 659A001 1046.000 SQYD| 2.74000 2866.04| 2.25000 2353.50| Erosion Control Netting, Class B | | | 0470 665A000 2.000 ACRE| 428.20000 856.40| 565.00000 1130.00| Temporary Seeding | | | 0480 665B000 2.000 ACRE| 428.20000 856.40| 565.00000 1130.00| Temporary Mulching | | | 0490 665F000 84.000 EACH| 6.59000 553.56| 8.00000 672.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 043 -5 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040730043 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( ) |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 665G000 52.000 EACH| 11.88000 617.76| 13.00000 676.00| Sand Bags | | | 0510 665J000 4150.000 LF | 4.67000 19380.50| 5.00000 20750.00| Silt Fence, Type A | | | 0520 665O001 4150.000 LF | 1.26000 5229.00| 1.00000 4150.00| Silt Fence Removal | | | 0530 674A000 2000.000 LF | 10.10000 20200.00| 5.00000 10000.00| Construction Safety Fence | | | 0540 680A000 LUMP| 28303.99000 28303.99| 95000.00000 95000.00| Engineering Controls | | | 0550 701A031 1.000 MILE| 2195.88000 2195.88| 1630.00000 1630.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0560 701A035 3.000 MILE| 2195.88000 6587.64| 2000.00000 6000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0570 701A040 1.000 MILE| 1097.94000 1097.94| 1350.00000 1350.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0580 701A045 1.000 MILE| 1097.94000 1097.94| 1350.00000 1350.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0590 701B006 700.000 LF | 1.10000 770.00| 1.00000 700.00| Dotted Class 2, Type B Traffic Stripe | | | (0.09" Thick) | | | 0600 701C000 1.000 MILE| 823.46000 823.46| 750.00000 750.00| Broken Temporary Traffic Stripe | | | 0610 701C001 2.000 MILE| 823.46000 1646.92| 880.00000 1760.00| Solid Temporary Traffic Stripe | | | 0620 701G120 735.000 LF | 3.29000 2418.15| 5.00000 3675.00| Broken White, Class 3W, Type A Traffic | | | Stripe | | | 0630 701G124 150.000 LF | 5.49000 823.50| 8.80000 1320.00| Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0640 701G132 980.000 LF | 5.49000 5380.20| 8.80000 8624.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0650 701H000 400.000 LF | 1.10000 440.00| 0.60000 240.00| Solid Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 043 -6 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040730043 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( ) |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 701H001 1000.000 LF | 1.10000 1100.00| 1.25000 1250.00| Solid Traffic Stripe Removed (Plastic) | | | 0670 701H005 800.000 LF | 1.10000 880.00| 0.50000 400.00| Broken Traffic Stripe Removed (Paint) | | | 0680 701H006 1150.000 LF | 1.10000 1265.00| 1.00000 1150.00| Broken Traffic Stripe Removed (Plastic) | | | 0690 703A002 2730.000 SQFT| 2.74000 7480.20| 3.60000 9828.00| Traffic Control Markings, Class 2, Type | | | A | | | 0700 703B002 225.000 SQFT| 3.84000 864.00| 4.50000 1012.50| Traffic Control Legends, Class 2, Type | | | 0710 703B010 23.000 SQFT| 27.45000 631.35| 50.00000 1150.00| Traffic Control Legends,Class 3W,Type A | | | 0720 705A030 18.000 EACH| 6.04000 108.72| 6.80000 122.40| Pavement Markers, Class A-H, Type 2-C | | | 0730 705A031 75.000 EACH| 6.04000 453.00| 6.50000 487.50| Pavement Markers, Class A-H, Type 1-A | | | 0740 705A032 110.000 EACH| 6.04000 664.40| 7.30000 803.00| Pavement Markers, Class A-H, Type 1-B | | | 0750 705A037 18.000 EACH| 6.04000 108.72| 6.65000 119.70| Pavement Markers, Class A-H, Type 2-D | | | 0760 705A038 100.000 EACH| 6.04000 604.00| 7.50000 750.00| Pavement Markers, Class A-H, Type 2-E | | | 0770 710A115 31.000 SQFT| 12.30000 381.30| 18.80000 582.80| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0780 710A126 35.000 SQFT| 17.89000 626.15| 22.00000 770.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0790 710B001 131.000 LF | 4.42000 579.02| 6.90000 903.90| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0800 726A000 200.000 LF | 71.14000 14228.00| 50.00000 10000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0810 730A000 LUMP| 658.77000 658.77| 3200.00000 3200.00| Removal Of Existing Traffic Control | | | Unit (SUMMERVILLE RD. & US 80 WB OFF | | | RAMP) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 043 -7 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040730043 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( ) |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 730A001 LUMP| 768.56000 768.56| 3200.00000 3200.00| Removal Of Existing Traffic Control | | | Unit (SUMMERVILLE RD. & US 80 EB OFF | | | RAMP) | | | 0830 730A002 LUMP| 1317.52000 1317.52| 3200.00000 3200.00| Removal Of Existing Traffic Control | | | Unit (SUMMERVILLE RD. @ AIRPORT RD. | | | 0840 730C000 LUMP| 810.27000 810.27| 22000.00000 22000.00| Furnishing And Installing Traffic | | | Control Unit (SUMMERVILLE RD. & US 80 | | | WB OFF RAMP) | | | 0850 730C001 LUMP| 962.89000 962.89| 22000.00000 22000.00| Furnishing And Installing Traffic | | | Control Unit (SUMMERVILLE RD.& US 80 | | | EB OFF RAMP) | | | 0860 730C002 LUMP| 1601.89000 1601.89| 22000.00000 22000.00| Furnishing And Installing Traffic | | | Control Unit (SUMMERVILLE RD. @ AIRPORT | | | RD. | | | 0870 730E000 12.000 EACH| 2195.88000 26350.56| 3300.00000 39600.00| Metal Traffic Signal Pole Foundation | | | 0880 730G001 12.000 EACH| 6153.94000 73847.28| 5330.00000 63960.00| Metal Traffic Signal Strain Pole | | | 0890 730H001 3750.000 LF | 3.29000 12337.50| 5.65000 21187.50| Loop Wire | | | 0900 730I001 4275.000 LF | 1.65000 7053.75| 1.25000 5343.75| Loop Detector Lead-In-Cable | | | 0910 730J010 26.000 EACH| 171.28000 4453.28| 188.00000 4888.00| Vehicle Loop Detector | | | 0920 730K000 23.000 EACH| 303.03000 6969.69| 313.00000 7199.00| Traffic Signal Junction Box | | | 0930 730L003 1460.000 LF | 1.25000 1825.00| 5.00000 7300.00| 1", Non-Metallic, Conduit | | | 0940 730L005 830.000 LF | 2.20000 1826.00| 5.00000 4150.00| 2", Non-Metallic, Conduit | | | 0950 730M017 640.000 LF | 0.84000 537.60| 1.90000 1216.00| Interconnect Cable, Underground, #14 | | | AWG, 9 Conductors, IMSA 20-1 | | | 0960 730N010 12.000 EACH| 394.16000 4729.92| 850.00000 10200.00| Luminaire Extension Assembly, 12 Foot | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 043 -8 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040730043 COUNTIES : RUSSELL LETTING DATE : 07/30/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( ) |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 730P022 15.000 EACH| 878.35000 13175.25| 800.00000 12000.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0980 730P024 6.000 EACH| 1386.70000 8320.20| 1660.00000 9960.00| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0990 730R022 3.000 EACH| 8768.13000 26304.39| 10700.00000 32100.00| Controller Assembly, Type III, 8 Phase | | | 1000 730R030 1.000 EACH| 4526.80000 4526.80| 4800.00000 4800.00| Controller Assembly, Type III, Master | | | 1010 740B000 899.000 SQFT| 7.99000 7183.01| 8.80000 7911.20| Construction Signs | | | 1020 740D000 210.000 EACH| 63.90000 13419.00| 53.00000 11130.00| Channelizing Drums | | | 1030 740E000 110.000 EACH| 10.60000 1166.00| 13.00000 1430.00| Cones (36 Inches High) | | | 1040 740F002 20.000 EACH| 189.57000 3791.40| 210.00000 4200.00| Barricades, Type III | | | 1050 740I005 20.000 EACH| 168.27000 3365.40| 320.00000 6400.00| Warning Lights, Type B (Detachable Head | | | 1060 740M001 110.000 EACH| 7.30000 803.00| 8.00000 880.00| Ballast For Cone | | | 1070 741C010 2.000 EACH| 2742.38000 5484.76| 3200.00000 6400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,728,910.69| $ 1,977,939.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,728,910.69| $ 1,977,939.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20040730047 COUNTIES : COFFEE LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : IAR-016-000-017 for constructing the Reconstructed Base Course, Pavement and Traffic Stripe on C.R.#400 (Larkin Road) from S.R.#12 (U.S.#84) to the Elba Airport. Length 3.564 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 661,897.10 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 673,903.45 101.8139% 3 02032 BULLARD EXCAVATING, INC. $ 682,765.50 103.1528% 4 19015 S & C MATERIALS & PAVING, INC. $ 746,168.90 112.7319% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040730047 COUNTIES : COFFEE LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 02032 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 20.000 SQYD| 26.72000 534.40| 25.00000 500.00| 20.00000 400.00 Removing Concrete Driveway | | | 0020 206D001 266.000 LF | 1.50000 399.00| 2.00000 532.00| 2.00000 532.00 Removing Guardrail | | | 0030 206E008 4.000 EACH| 150.00000 600.00| 125.00000 500.00| 125.00000 500.00 Removing Guardrail End Anchor (All Type | | | 0040 210D021 4153.000 CUYD| 4.50000 18688.50| 5.50000 22841.50| 4.00000 16612.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 212A000 374.000 STA | 39.00000 14586.00| 35.00000 13090.00| 25.00000 9350.00 Machine Grading Shoulders | | | 0060 301B020 1000.000 CUYD| 6.00000 6000.00| 6.50000 6500.00| 8.00000 8000.00 Granular Soil Base Course, Type A, Road | | | Mixed | | | 0070 303A000 49836.000 SQYD| 1.45000 72262.20| 1.00000 49836.00| 2.20000 109639.20 Reconstructed Base Course, 6" Compacted | | | Thickness | | | 0080 401A000 47760.000 SQYD| 0.45000 21492.00| 0.45000 21492.00| 0.50000 23880.00 Bituminous Treatment A | | | 0090 405A000 1380.000 GAL | 2.00000 2760.00| 2.00000 2760.00| 2.00000 2760.00 Tack Coat | | | 0100 408A052 347.000 SQYD| 8.00000 2776.00| 5.75000 1995.25| 7.00000 2429.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0110 429A200 3622.000 TON | 45.15000 163533.30| 43.85000 158824.70| 42.10000 152486.20 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 6852.000 TON | 42.75000 292923.00| 42.75000 292923.00| 40.05000 274422.60 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 600A000 LUMP| 10000.00000 10000.00| 37250.00000 37250.00| 15000.00000 15000.00 Mobilization | | | 0140 630A001 50.000 LF | 17.50000 875.00| 30.00000 1500.00| 30.00000 1500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0150 630A004 266.000 LF | 19.50000 5187.00| 34.00000 9044.00| 34.00000 9044.00 Steel Beam Guardrail, Class B, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040730047 COUNTIES : COFFEE LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 02032 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 630C022 4.000 EACH| 1600.00000 6400.00| 1550.00000 6200.00| 1550.00000 6200.00 Guardrail End Anchor, Type Special | | | 0170 630C050 4.000 EACH| 1700.00000 6800.00| 2150.00000 8600.00| 2150.00000 8600.00 Guardrail End Anchor, Type 20 Series | | | 0180 652A061 7.000 ACRE| 345.00000 2415.00| 345.00000 2415.00| 345.00000 2415.00 Seeding (Mix 3E) | | | 0190 656A000 7.000 ACRE| 330.00000 2310.00| 330.00000 2310.00| 330.00000 2310.00 Mulching, Class A, Type 1 | | | 0200 665F000 50.000 EACH| 8.00000 400.00| 10.00000 500.00| 8.00000 400.00 Hay Bales | | | 0210 665J000 450.000 LF | 2.90000 1305.00| 6.50000 2925.00| 2.90000 1305.00 Silt Fence, Type A | | | 0220 665O001 450.000 LF | 0.12000 54.00| 0.50000 225.00| 0.12000 54.00 Silt Fence Removal | | | 0230 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00 Engineering Controls | | | 0240 701A031 7.000 MILE| 1050.00000 7350.00| 1050.00000 7350.00| 1050.00000 7350.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0250 701A035 5.000 MILE| 1225.00000 6125.00| 1225.00000 6125.00| 1225.00000 6125.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0260 701A045 2.000 MILE| 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0270 701C000 4.000 MILE| 390.00000 1560.00| 390.00000 1560.00| 425.00000 1700.00 Broken Temporary Traffic Stripe | | | 0280 701C001 10.000 MILE| 450.00000 4500.00| 450.00000 4500.00| 500.00000 5000.00 Solid Temporary Traffic Stripe | | | 0290 740B000 253.000 SQFT| 7.90000 1998.70| 10.00000 2530.00| 8.00000 2024.00 Construction Signs | | | 0300 740E000 25.000 EACH| 11.52000 288.00| 10.00000 250.00| 1.00000 25.00 Cones (36 Inches High) | | | 0310 740F002 4.000 EACH| 200.00000 800.00| 350.00000 1400.00| 100.00000 400.00 Barricades, Type III | | | 0320 740M001 25.000 EACH| 7.00000 175.00| 5.00000 125.00| 0.10000 2.50 Ballast For Cone | | | 0330 740O000 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 Pilot Car | | | SECTION TOTALS | $ 661,897.10| $ 673,903.45| $ 682,765.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 661,897.10| $ 673,903.45| $ 682,765.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040730047 COUNTIES : COFFEE LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 19015 |( ) |( ) |S & C MATERIALS & PAVING, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 20.000 SQYD| 125.00000 2500.00| | Removing Concrete Driveway | | | 0020 206D001 266.000 LF | 2.00000 532.00| | Removing Guardrail | | | 0030 206E008 4.000 EACH| 125.00000 500.00| | Removing Guardrail End Anchor (All Type | | | 0040 210D021 4153.000 CUYD| 8.00000 33224.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 212A000 374.000 STA | 25.00000 9350.00| | Machine Grading Shoulders | | | 0060 301B020 1000.000 CUYD| 8.00000 8000.00| | Granular Soil Base Course, Type A, Road | | | Mixed | | | 0070 303A000 49836.000 SQYD| 2.10000 104655.60| | Reconstructed Base Course, 6" Compacted | | | Thickness | | | 0080 401A000 47760.000 SQYD| 0.60000 28656.00| | Bituminous Treatment A | | | 0090 405A000 1380.000 GAL | 2.10000 2898.00| | Tack Coat | | | 0100 408A052 347.000 SQYD| 10.00000 3470.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0110 429A200 3622.000 TON | 45.15000 163533.30| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 6852.000 TON | 42.75000 292923.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 600A000 LUMP| 26500.00000 26500.00| | Mobilization | | | 0140 630A001 50.000 LF | 30.00000 1500.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0150 630A004 266.000 LF | 34.00000 9044.00| | Steel Beam Guardrail, Class B, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040730047 COUNTIES : COFFEE LETTING DATE : 07/30/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 19015 |( ) |( ) |S & C MATERIALS & PAVING, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 630C022 4.000 EACH| 1550.00000 6200.00| | Guardrail End Anchor, Type Special | | | 0170 630C050 4.000 EACH| 2150.00000 8600.00| | Guardrail End Anchor, Type 20 Series | | | 0180 652A061 7.000 ACRE| 500.00000 3500.00| | Seeding (Mix 3E) | | | 0190 656A000 7.000 ACRE| 500.00000 3500.00| | Mulching, Class A, Type 1 | | | 0200 665F000 50.000 EACH| 6.00000 300.00| | Hay Bales | | | 0210 665J000 450.000 LF | 4.00000 1800.00| | Silt Fence, Type A | | | 0220 665O001 450.000 LF | 2.00000 900.00| | Silt Fence Removal | | | 0230 680A000 LUMP| 6000.00000 6000.00| | Engineering Controls | | | 0240 701A031 7.000 MILE| 1050.00000 7350.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0250 701A035 5.000 MILE| 1225.00000 6125.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0260 701A045 2.000 MILE| 650.00000 1300.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0270 701C000 4.000 MILE| 390.00000 1560.00| | Broken Temporary Traffic Stripe | | | 0280 701C001 10.000 MILE| 450.00000 4500.00| | Solid Temporary Traffic Stripe | | | 0290 740B000 253.000 SQFT| 16.00000 4048.00| | Construction Signs | | | 0300 740E000 25.000 EACH| 12.00000 300.00| | Cones (36 Inches High) | | | 0310 740F002 4.000 EACH| 300.00000 1200.00| | Barricades, Type III | | | 0320 740M001 25.000 EACH| 8.00000 200.00| | Ballast For Cone | | | 0330 740O000 1.000 EACH| 1500.00000 1500.00| | Pilot Car | | | SECTION TOTALS | $ 746,168.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 746,168.90| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20040730048 COUNTIES : CULLMAN LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-022-003-005 for constructing the Planing, Resurfacing, Loop Wire and ST-022-157-003 Traffic Stripe on S.R.#3 (U.S.#31) from just south of S.R.#69 at Phelan to the north city limits of Cullman and on S.R.#157 from U.S.#31 in Cullman to west of I-65. Length 7.740 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 2,335,505.07 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 2,500,000.00 107.0432% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 2,515,386.48 107.7020% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040730048 COUNTIES : CULLMAN LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 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 405A000 12250.000 GAL | 1.50000 18375.00| 1.15000 14087.50| 1.15000 14087.50 Tack Coat | | | 0020 407A000 200.000 GAL | 50.00000 10000.00| 65.00000 13000.00| 35.00000 7000.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 408A052 138118.000 SQYD| 0.52000 71821.36| 1.00000 138118.00| 1.19000 164360.42 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 69353.000 SQYD| 0.66000 45772.98| 1.30000 90158.90| 1.71000 118593.63 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 408A057 18248.000 SQYD| 1.25000 22810.00| 2.55000 46532.40| 2.73000 49817.04 Planing Existing Pavement | | | (Approximately 6.10" Thru 7.0" Thick) | | | 0060 410B000 1.000 EACH| 2500.00000 2500.00| 16500.00000 16500.00| 10000.00000 10000.00 State Furnished Profilograph | | | 0070 410H000 1.000 EACH| 50000.00000 50000.00| 66800.00000 66800.00| 60000.00000 60000.00 Material Remixing Device | | | 0080 424A360 14816.000 TON | 41.31000 612048.96| 45.00000 666720.00| 38.66000 572786.56 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B650 6405.000 TON | 36.07000 231028.35| 40.00000 256200.00| 37.74000 241724.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424B651 19092.000 TON | 34.81000 664592.52| 35.00000 668220.00| 35.46000 677002.32 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0110 424B655 300.000 TON | 36.60000 10980.00| 85.00000 25500.00| 65.00000 19500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 430B014 835.000 TON | 14.32000 11957.20| 15.00000 12525.00| 11.00000 9185.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040730048 COUNTIES : CULLMAN LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 265000.00000 265000.00| 115660.92000 115660.92| 196177.00000 196177.00 Mobilization | | | 0140 701A028 14.000 MILE| 1575.00000 22050.00| 1575.00000 22050.00| 1590.75000 22270.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A032 10.000 MILE| 1575.00000 15750.00| 1575.00000 15750.00| 1590.75000 15907.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A041 14.000 MILE| 980.00000 13720.00| 980.00000 13720.00| 989.80000 13857.20 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A046 2.000 MILE| 980.00000 1960.00| 980.00000 1960.00| 989.80000 1979.60 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 1830.000 LF | 0.85000 1555.50| 0.85000 1555.50| 0.86000 1573.80 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 30.000 MILE| 490.00000 14700.00| 490.00000 14700.00| 494.90000 14847.00 Broken Temporary Traffic Stripe | | | 0200 701C001 47.000 MILE| 575.00000 27025.00| 575.00000 27025.00| 580.75000 27295.25 Solid Temporary Traffic Stripe | | | 0210 703A002 7704.000 SQFT| 2.50000 19260.00| 2.50000 19260.00| 2.53000 19491.12 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 395.000 SQFT| 3.50000 1382.50| 3.50000 1382.50| 3.54000 1398.30 Traffic Control Legends, Class 2, Type | | | 0230 705A030 40.000 EACH| 5.50000 220.00| 5.50000 220.00| 5.56000 222.40 Pavement Markers, Class A-H, Type 2-C | | | 0240 705A031 881.000 EACH| 5.50000 4845.50| 5.50000 4845.50| 5.56000 4898.36 Pavement Markers, Class A-H, Type 1-A | | | 0250 705A032 35.000 EACH| 5.50000 192.50| 5.50000 192.50| 5.56000 194.60 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 372.000 EACH| 5.50000 2046.00| 5.50000 2046.00| 5.56000 2068.32 Pavement Markers, Class A-H, Type 2-D | | | 0270 705A038 35.000 EACH| 5.50000 192.50| 5.50000 192.50| 5.56000 194.60 Pavement Markers, Class A-H, Type 2-E | | | 0280 730H001 41700.000 LF | 3.15000 131355.00| 3.75000 156375.00| 3.75000 156375.00 Loop Wire | | | 0290 730I001 38300.000 LF | 1.25000 47875.00| 1.50000 57450.00| 1.50000 57450.00 Loop Detector Lead-In-Cable | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040730048 COUNTIES : CULLMAN LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 730K000 11.000 EACH| 80.00000 880.00| 275.00000 3025.00| 275.00000 3025.00 Traffic Signal Junction Box | | | 0310 740B000 1328.000 SQFT| 7.65000 10159.20| 7.76000 10305.28| 7.42000 9853.76 Construction Signs | | | 0320 740D000 250.000 EACH| 1.00000 250.00| 58.85000 14712.50| 65.00000 16250.00 Channelizing Drums | | | 0330 741C010 2.000 EACH| 1600.00000 3200.00| 1605.00000 3210.00| 3000.00000 6000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,335,505.07| $ 2,500,000.00| $ 2,515,386.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,335,505.07| $ 2,500,000.00| $ 2,515,386.48 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20040730049 COUNTIES : MARSHALL LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-484-069-402 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#69 in Arab from MP 266.40 to MP 269.80. Length 3.400 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,654,513.56 100.0000% 2 18037 REED CONTRACTING SERVICES, INC. $ 1,749,474.35 105.7395% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040730049 COUNTIES : MARSHALL LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18037 |( ) |WHITAKER CONTRACTING CORPOR |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0020 305B060 4165.000 TON | 0.00000 0.00| 11.00000 45815.00| Crushed Aggregate, Section 825, (ALDOT | | | #410 Modified) | | | 0040 405A000 8350.000 GAL | 1.50000 12525.00| 1.30000 10855.00| Tack Coat | | | 0050 408A054 63558.000 SQYD| 0.66000 41948.28| 0.97000 61651.26| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0052 408A063 29111.000 SQYD| 4.63000 134783.93| 3.85000 112077.35| Planing Existing Pavement | | | (Approximately 13.1" Thru 14.0" Thick) | | | 0070 410B000 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| State Furnished Profilograph | | | 0080 410H000 1.000 EACH| 17800.00000 17800.00| 75000.00000 75000.00| Material Remixing Device | | | 0090 424A360 5750.000 TON | 40.38000 232185.00| 36.00000 207000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424B651 12416.000 TON | 32.62000 405009.92| 32.00000 397312.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0110 424B659 600.000 TON | 32.62000 19572.00| 58.00000 34800.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B681 4004.000 TON | 32.62000 130610.48| 36.00000 144144.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0122 424C360 13100.000 TON | 32.62000 427322.00| 33.00000 432300.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0130 600A000 LUMP| 118000.00000 118000.00| 51000.00000 51000.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040730049 COUNTIES : MARSHALL LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18037 |( ) |WHITAKER CONTRACTING CORPOR |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 11.000 MILE| 525.00000 5775.00| 606.40000 6670.40| Broken Temporary Traffic Stripe | | | 0150 701C001 18.000 MILE| 575.00000 10350.00| 665.00000 11970.00| Solid Temporary Traffic Stripe | | | 0160 701D007 19.000 MILE| 0.00000 0.00| 2021.25000 38403.75| Solid Traffic Stripe Removed (Paint) | | | 0170 701D014 5.000 MILE| 0.00000 0.00| 1617.00000 8085.00| Broken Traffic Stripe Removed (Paint) | | | 0180 701G125 317.000 LF | 5.00000 1585.00| 5.80000 1838.60| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 317.000 LF | 5.00000 1585.00| 5.80000 1838.60| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H001 634.000 LF | 0.75000 475.50| 0.90000 570.60| Solid Traffic Stripe Removed (Plastic) | | | 0210 701I011 2.000 MILE| 2000.00000 4000.00| 2310.00000 4620.00| Solid White, Class 2, Type A Traffic | | | Stripe(Type 1 And 4 Beads)(0.06" | | | Thick)(6" Wide) | | | 0220 701I015 5.000 MILE| 1150.00000 5750.00| 1330.00000 6650.00| Broken White, Class 2, Type A Traffic | | | Stripe(Type 1 And 4 Beads)(0.09" | | | Thick)(6" Wide) | | | 0230 701I019 7.000 MILE| 2200.00000 15400.00| 2541.00000 17787.00| Soild Yellow, Class 2, Type A Traffic | | | Stripe(Type 1 And 4 Beads)(0.09" | | | Thick)(6" Wide) | | | 0240 701I021 1.000 MILE| 1150.00000 1150.00| 1330.00000 1330.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe(Type 1 And 4 Beads)(0.09" | | | Thick)(6"Wide) | | | 0250 701J011 250.000 LF | 1.00000 250.00| 1.16000 290.00| Dotted Class 2, Type A Traffic | | | Stripe(Type 1 And 4 Beads)(0.09" | | | Thick)(6" Wide) | | | 0260 703A002 1794.000 SQFT| 2.60000 4664.40| 3.00000 5382.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040730049 COUNTIES : MARSHALL LETTING DATE : 07/30/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18037 |( ) |WHITAKER CONTRACTING CORPOR |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 703A010 177.000 SQFT| 12.00000 2124.00| 13.86000 2453.22| Traffic Control Markings,Class 3W,Type | | | 0280 703B002 359.000 SQFT| 3.75000 1346.25| 4.33000 1554.47| Traffic Control Legends, Class 2, Type | | | 0290 703B010 33.000 SQFT| 20.00000 660.00| 23.10000 762.30| Traffic Control Legends,Class 3W,Type A | | | 0300 703C001 210.000 SQFT| 2.00000 420.00| 2.40000 504.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0310 705A030 26.000 EACH| 5.75000 149.50| 6.65000 172.90| Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 358.000 EACH| 5.75000 2058.50| 6.65000 2380.70| Pavement Markers, Class A-H, Type 1-A | | | 0330 705A032 389.000 EACH| 5.75000 2236.75| 6.65000 2586.85| Pavement Markers, Class A-H, Type 1-B | | | 0340 705A037 364.000 EACH| 5.75000 2093.00| 6.65000 2420.60| Pavement Markers, Class A-H, Type 2-D | | | 0350 705A038 195.000 EACH| 5.75000 1121.25| 6.65000 1296.75| Pavement Markers, Class A-H, Type 2-E | | | 0360 730H001 8100.000 LF | 3.15000 25515.00| 3.50000 28350.00| Loop Wire | | | 0370 730I001 5500.000 LF | 1.25000 6875.00| 0.30000 1650.00| Loop Detector Lead-In-Cable | | | 0380 740B000 774.000 SQFT| 7.20000 5572.80| 8.00000 6192.00| Construction Signs | | | 0390 740D000 400.000 EACH| 10.00000 4000.00| 30.00000 12000.00| Channelizing Drums | | | 0400 740E000 200.000 EACH| 10.00000 2000.00| 10.20000 2040.00| Cones (36 Inches High) | | | 0410 740M001 200.000 EACH| 6.00000 1200.00| 6.60000 1320.00| Ballast For Cone | | | 0420 741C010 2.000 EACH| 2200.00000 4400.00| 2200.00000 4400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,654,513.56| $ 1,749,474.35| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,654,513.56| $ 1,749,474.35| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20040730050 COUNTIES : FAYETTE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-305-291-018-402 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#18 (U.S.#43) from MP 31.546 at Rossland City to S.R.#13 (MP 42.100). Length 10.086 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,796,938.48 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040730050 COUNTIES : FAYETTE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18037 |( ) |S. T. BUNN CONSTRUCTION CO. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 22.000 EACH| 150.00000 3300.00| | Mailbox Reset, Single | | | 0020 209A001 3.000 EACH| 250.00000 750.00| | Mailbox Reset, Double | | | 0030 210D021 8142.000 CUYD| 9.37000 76290.54| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 212A000 1054.000 STA | 5.00000 5270.00| | Machine Grading Shoulders | | | 0050 305B060 250.000 TON | 18.00000 4500.00| | Crushed Aggregate, Section 825, 1" Down | | | 0060 405A000 14185.000 GAL | 1.15000 16312.75| | Tack Coat | | | 0070 408A051 140378.000 SQYD| 1.40000 196529.20| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0080 408A052 169.000 SQYD| 1.40000 236.60| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 408A057 2136.000 SQYD| 3.00000 6408.00| | Planing Existing Pavement | | | (Approximately 6.10" Thru 7.0" Thick) | | | 0100 410D000 1.000 EACH| 6000.00000 6000.00| | Portable Nuclear Asphalt Content Gauge | | | 0110 424A360 9068.000 TON | 46.68000 423294.24| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424A363 350.000 TON | 50.00000 17500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424A366 700.000 TON | 46.68000 32676.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424A369 300.000 TON | 67.00000 20100.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040730050 COUNTIES : FAYETTE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18037 |( ) |S. T. BUNN CONSTRUCTION CO. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B651 16033.000 TON | 44.00000 705452.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0160 424B655 500.000 TON | 68.00000 34000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B662 300.000 TON | 66.00000 19800.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B681 374.000 TON | 44.00000 16456.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 600A000 LUMP| 65885.00000 65885.00| | Mobilization | | | 0200 651B000 30.000 TON | 75.00000 2250.00| | Agricultural Limestone | | | 0210 651C000 12.000 TON | 300.00000 3600.00| | 8-8-8 Commercial Fertilizer | | | 0220 652A050 8.000 ACRE| 450.00000 3600.00| | Seeding (Mix 1A) | | | 0230 652A053 7.000 ACRE| 450.00000 3150.00| | Seeding (Mix 1E) | | | 0240 656A000 15.000 ACRE| 400.00000 6000.00| | Mulching, Class A, Type 1 | | | 0250 665J000 600.000 LF | 3.00000 1800.00| | Silt Fence, Type A | | | 0260 665O001 600.000 LF | 1.00000 600.00| | Silt Fence Removal | | | 0270 665Q000 200.000 LF | 5.00000 1000.00| | 12 Inch Wattle | | | 0280 701A028 21.000 MILE| 1575.00000 33075.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0290 701A046 6.000 MILE| 1100.00000 6600.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040730050 COUNTIES : FAYETTE LETTING DATE : 07/30/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18037 |( ) |S. T. BUNN CONSTRUCTION CO. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701A048 15.000 MILE| 1775.00000 26625.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0310 701B009 122.000 LF | 1.20000 146.40| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0320 701C000 10.000 MILE| 520.00000 5200.00| | Broken Temporary Traffic Stripe | | | 0330 701C001 32.000 MILE| 590.00000 18880.00| | Solid Temporary Traffic Stripe | | | 0340 703A002 794.000 SQFT| 2.50000 1985.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0350 703D002 794.000 SQFT| 1.50000 1191.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0360 705A032 274.000 EACH| 5.25000 1438.50| | Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 993.000 EACH| 5.25000 5213.25| | Pavement Markers, Class A-H, Type 2-D | | | 0380 740B000 1784.000 SQFT| 11.00000 19624.00| | Construction Signs | | | 0390 740E000 100.000 EACH| 1.00000 100.00| | Cones (36 Inches High) | | | 0400 740M001 100.000 EACH| 1.00000 100.00| | Ballast For Cone | | | 0410 740O000 1.000 EACH| 4000.00000 4000.00| | Pilot Car | | | SECTION TOTALS | $ 1,796,938.48| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,796,938.48| $ 1,749,474.35| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20040730051 COUNTIES : JEFFERSON LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : 99-403-371-665-430 for constructing the Concrete Pavement Rehabilitation on I-65 from the Shelby county line to U.S.#31 in Hoover. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 395,954.00 100.0000% 2 07011 GROUT, INCORPORATED $ 421,370.75 106.4191% 3 16039 PINKERTON CONSTRUCTION, INC. $ 559,820.00 141.3851% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040730051 COUNTIES : JEFFERSON LETTING DATE : 07/30/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 07011 |( 3 ) 16039 |R.E. GRILLS CONSTRUCTION CO |GROUT, INCORPORATED |PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 453C000 1286.000 SQYD| 75.00000 96450.00| 79.00000 101594.00| 100.00000 128600.00 Removal Of Concrete Pavement Slab | | | 0020 453D002 357.000 CUYD| 610.00000 217770.00| 725.00000 258825.00| 900.00000 321300.00 Concrete Pavement Replacement Slab | | | (Continuous Reinforced) | | | 0030 600A000 LUMP| 28000.00000 28000.00| 15315.00000 15315.00| 45000.00000 45000.00 Mobilization | | | 0040 701B016 500.000 LF | 4.00000 2000.00| 5.00000 2500.00| 5.00000 2500.00 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0050 701G121 2000.000 LF | 4.00000 8000.00| 4.00000 8000.00| 5.00000 10000.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0060 701G125 1000.000 LF | 6.00000 6000.00| 5.00000 5000.00| 5.00000 5000.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0070 701G133 500.000 LF | 5.00000 2500.00| 5.00000 2500.00| 5.50000 2750.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0080 705A030 100.000 EACH| 11.00000 1100.00| 10.00000 1000.00| 6.00000 600.00 Pavement Markers, Class A-H, Type 2-C | | | 0090 705A031 100.000 EACH| 11.00000 1100.00| 10.00000 1000.00| 6.00000 600.00 Pavement Markers, Class A-H, Type 1-A | | | 0100 740B000 940.000 SQFT| 9.00000 8460.00| 7.25000 6815.00| 10.00000 9400.00 Construction Signs | | | 0110 740C000 177.000 SQFT| 12.00000 2124.00| 7.75000 1371.75| 10.00000 1770.00 Special Construction Signs | | | 0120 740D000 190.000 EACH| 55.00000 10450.00| 55.00000 10450.00| 70.00000 13300.00 Channelizing Drums | | | 0130 741C010 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 2000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0140 742A001 2.000 EACH| 5000.00000 10000.00| 2500.00000 5000.00| 7500.00000 15000.00 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 395,954.00| $ 421,370.75| $ 559,820.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 395,954.00| $ 421,370.75| $ 559,820.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20040730052 COUNTIES : COLBERT LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : 99-902-001-901-301 for constructing the Bridge Deck Repair, Overlay and Traffic Stripe on the O'Neal Bridge on S.R.#2 (U.S.#72) at the Tennessee River in Muscle Shoals. Length 0.392 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,187,412.50 100.0000% 2 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 1,307,324.80 110.0986% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040730052 COUNTIES : COLBERT LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03023 |( ) |ALABAMA BRIDGE BUILDERS, IN |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 490A000 10353.000 SQYD| 7.00000 72471.00| 5.00000 51765.00| Blast Cleaning | | | 0020 490B002 10353.000 SQYD| 83.00000 859299.00| 98.00000 1014594.00| Concrete Overlay, Epoxy Urethane | | | Copolymer | | | 0030 600A000 LUMP| 133441.00000 133441.00| 130000.00000 130000.00| Mobilization | | | 0040 629A001 20.000 LF | 200.00000 4000.00| 300.00000 6000.00| Concrete Median Or Safety Barrier, Type | | | 6A | | | 0050 680A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| Engineering Controls | | | 0060 701A028 1.000 MILE| 2000.00000 2000.00| 2220.00000 2220.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0070 701A041 1.000 MILE| 1200.00000 1200.00| 1330.00000 1330.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0080 701A048 1.000 MILE| 2500.00000 2500.00| 2775.00000 2775.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0090 701C000 1.000 MILE| 750.00000 750.00| 835.00000 835.00| Broken Temporary Traffic Stripe | | | 0100 701C001 2.000 MILE| 750.00000 1500.00| 835.00000 1670.00| Solid Temporary Traffic Stripe | | | 0110 705A031 52.000 EACH| 5.75000 299.00| 6.40000 332.80| Pavement Markers, Class A-H, Type 1-A | | | 0120 720A026 2.000 EACH| 20000.00000 40000.00| 16810.00000 33620.00| Vehicular Impact Attenuator | | | Assembly(Bi-directional, TL-3) | | | 0130 740B000 558.000 SQFT| 10.00000 5580.00| 8.50000 4743.00| Construction Signs | | | 0140 740C000 75.000 SQFT| 11.50000 862.50| 10.00000 750.00| Special Construction Signs | | | 0150 740D000 100.000 EACH| 73.00000 7300.00| 75.00000 7500.00| Channelizing Drums | | | 0160 740E000 100.000 EACH| 20.00000 2000.00| 12.00000 1200.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/06/04 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040730052 COUNTIES : COLBERT LETTING DATE : 07/30/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03023 |( ) |ALABAMA BRIDGE BUILDERS, IN |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 740F002 2.000 EACH| 255.00000 510.00| 220.00000 440.00| Barricades, Type III | | | 0180 740I002 2.000 EACH| 150.00000 300.00| 100.00000 200.00| Warning Lights, Type B | | | 0190 740M001 100.000 EACH| 12.00000 1200.00| 8.00000 800.00| Ballast For Cone | | | 0200 741C010 2.000 EACH| 1600.00000 3200.00| 1400.00000 2800.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0210 742A001 6.000 EACH| 6500.00000 39000.00| 5625.00000 33750.00| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,187,412.50| $ 1,307,324.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,187,412.50| $ 1,307,324.80| $ ====================================================================================================================================