ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20061103003 COUNTIES : RUSSELL LETTING DATE : 11/03/06 10:00 AM DIVISION : 04 CONTRACT TIME : 250 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0001(518) for constructing the Additional Lanes (Partial Drain, Base and Pavement) on SR-1 (US-431) from 2.2 miles north of Pittsview to 0.8 miles south of Seale. Length 3.661 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 8,739,551.63 100.0000% 2 14003 W. S. NEWELL, INC. $ 8,778,515.27 100.4458% 3 14001 NEWELL ROADBUILDERS, INC. $ 8,859,203.99 101.3691% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20061103003 COUNTIES : RUSSELL LETTING DATE : 11/03/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 14003 |( 3 ) 14001 |APAC-SOUTHEAST, INC. |W. S. NEWELL, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 20000.00000 20000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 per Acre) | | | (Approx. 5 Acres) | | | 0020 206D000 1227.000 LF | 5.00000 6135.00| 5.00000 6135.00| 4.00000 4908.00 Removing Pipe | | | 0030 206E000 6.000 EACH| 300.00000 1800.00| 200.00000 1200.00| 250.00000 1500.00 Removing Headwalls | | | 0040 209A002 31.000 EACH| 100.00000 3100.00| 100.00000 3100.00| 200.00000 6200.00 Mailbox Reset, Multiple | | | 0050 210A000 27496.000 CUYD| 3.80000 104484.80| 5.00000 137480.00| 6.50000 178724.00 Unclassified Excavation | | | 0060 210A005 17039.000 CUYD| 5.50000 93714.50| 6.00000 102234.00| 9.15000 155906.85 Unclassified Excavation ( From | | | Stockpile) | | | 0070 214A000 207.000 CUYD| 10.00000 2070.00| 10.00000 2070.00| 5.00000 1035.00 Structure Excavation | | | 0080 214B001 79.000 CUYD| 45.00000 3555.00| 45.00000 3555.00| 53.00000 4187.00 Foundation Backfill, Commercial | | | 0090 231B001 3193.000 TON | 22.00000 70246.00| 27.50000 87807.50| 25.00000 79825.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0100 231C000 92.000 RBST| 400.00000 36800.00| 520.00000 47840.00| 600.00000 55200.00 Stabilizing Roadbed With In-Place | | | Material | | | 0110 232A009 54134.000 SQYD| 3.00000 162402.00| 1.18000 63878.12| 2.00000 108268.00 Lime Stabilization, Class 1, 12 Inches | | | Thick | | | 0120 232B000 1584.000 TON | 131.55000 208375.20| 225.00000 356400.00| 100.00000 158400.00 Lime | | | 0130 301A005 19153.000 SQYD| 4.64000 88869.92| 5.08000 97297.24| 5.70000 109172.10 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.25" Compacted Thickness | | | 0140 301A006 22382.000 SQYD| 4.40000 98480.80| 5.38000 120415.16| 6.00000 134292.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0150 301A012 142118.000 SQYD| 5.70000 810072.60| 6.51000 925188.18| 6.70000 952190.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20061103003 COUNTIES : RUSSELL LETTING DATE : 11/03/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 14003 |( 3 ) 14001 |APAC-SOUTHEAST, INC. |W. S. NEWELL, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 301A016 20393.000 SQYD| 5.70000 116240.10| 8.33000 169873.69| 11.50000 234519.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | 0170 327E001 18442.000 TON | 49.00000 903658.00| 47.06000 867880.52| 47.06000 867880.52 Permeable Asphalt Treated Base (PG76-22 | | | 0180 401A000 4125.000 SQYD| 0.50000 2062.50| 0.67000 2763.75| 0.67000 2763.75 Bituminous Treatment A | | | 0190 401A043 116832.000 SQYD| 1.15000 134356.80| 1.50000 175248.00| 1.50000 175248.00 Bituminous Treatment AE | | | 0200 405A000 15500.000 GAL | 3.00000 46500.00| 2.20000 34100.00| 2.20000 34100.00 Tack Coat | | | 0210 410B000 1.000 EACH| 1000.00000 1000.00| 10000.00000 10000.00| 10000.00000 10000.00 State Furnished Profilograph | | | 0220 410H000 1.000 EACH| 40000.00000 40000.00| 79175.00000 79175.00| 79175.00000 79175.00 Material Remixing Device | | | 0230 424A280 8646.000 TON | 65.00000 561990.00| 62.53000 540634.38| 62.53000 540634.38 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0240 424A360 2131.000 TON | 60.00000 127860.00| 57.04000 121552.24| 57.04000 121552.24 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424B280 12092.000 TON | 61.00000 737612.00| 58.04000 701819.68| 58.04000 701819.68 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0260 424B281 540.000 TON | 60.00000 32400.00| 55.55000 29997.00| 55.55000 29997.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0270 424B580 15575.000 TON | 60.00000 934500.00| 53.45000 832483.75| 53.45000 832483.75 Superpave Bituminous Concrete Lower | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0280 424B581 15655.000 TON | 53.50000 837542.50| 49.93000 781654.15| 49.93000 781654.15 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20061103003 COUNTIES : RUSSELL LETTING DATE : 11/03/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 14003 |( 3 ) 14001 |APAC-SOUTHEAST, INC. |W. S. NEWELL, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424B588 13450.000 TON | 59.00000 793550.00| 53.95000 725627.50| 53.95000 725627.50 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL E | | | 0300 424B650 3020.000 TON | 59.50000 179690.00| 53.45000 161419.00| 53.45000 161419.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0310 428C000 76612.000 LF | 0.08000 6128.96| 0.16000 12257.92| 0.16000 12257.92 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0320 430B014 200.000 TON | 46.00000 9200.00| 52.70000 10540.00| 25.00000 5000.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0330 502A000 6300.000 LB | 1.50000 9450.00| 1.50000 9450.00| 1.50000 9450.00 Steel Reinforcement | | | 0340 524B011 42.000 CUYD| 1500.00000 63000.00| 1500.00000 63000.00| 1300.00000 54600.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0350 530A001 12.000 LF | 51.60000 619.20| 100.00000 1200.00| 75.00000 900.00 18" Roadway Pipe (Class 3 R.C.) | | | 0360 530A002 16.000 LF | 62.50000 1000.00| 110.00000 1760.00| 85.00000 1360.00 24" Roadway Pipe (Class 3 R.C.) | | | 0370 530A101 56.000 LF | 53.00000 2968.00| 85.00000 4760.00| 55.00000 3080.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0380 530A494 460.000 LF | 28.75000 13225.00| 35.00000 16100.00| 42.00000 19320.00 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0390 530B004 12.000 LF | 134.95000 1619.40| 146.00000 1752.00| 110.00000 1320.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0400 530B005 60.000 LF | 167.85000 10071.00| 150.00000 9000.00| 110.00000 6600.00 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0410 534E000 60.000 LF | 175.00000 10500.00| 47.00000 2820.00| 85.00000 5100.00 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0420 534F000 46.000 LF | 225.00000 10350.00| 61.00000 2806.00| 95.00000 4370.00 Cleaning Existing Culvert (Greater Than | | | 48" Horizontal Opening) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20061103003 COUNTIES : RUSSELL LETTING DATE : 11/03/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 14003 |( 3 ) 14001 |APAC-SOUTHEAST, INC. |W. S. NEWELL, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 534G000 378.000 LF | 27.50000 10395.00| 14.00000 5292.00| 25.00000 9450.00 Cleaning Pipe | | | 0440 535A002 288.000 LF | 62.50000 18000.00| 46.50000 13392.00| 36.00000 10368.00 24" Side Drain Pipe | | | 0450 600A000 LUMP| 618275.00000 618275.00| 380642.00000 380642.00| 136000.00000 136000.00 Mobilization | | | 0460 601A000 1.000 EACH| 2500.00000 2500.00| 1500.00000 1500.00| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0470 605A002 45888.000 LF | 3.63000 166573.44| 3.63000 166573.44| 3.75000 172080.00 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0480 605B000 98.000 EACH| 290.00000 28420.00| 290.00000 28420.00| 300.00000 29400.00 Special Underdrain Outlet, Type A | | | 0490 610C001 52.000 TON | 50.00000 2600.00| 50.00000 2600.00| 45.00000 2340.00 Loose Riprap, Class 2 | | | 0500 610D000 42.000 SQYD| 1.00000 42.00| 10.00000 420.00| 7.50000 315.00 Filter Blanket | | | 0510 614A000 80.000 CUYD| 225.00000 18000.00| 225.00000 18000.00| 350.00000 28000.00 Slope Paving | | | 0520 619A002 3.000 EACH| 600.00000 1800.00| 600.00000 1800.00| 600.00000 1800.00 18" Roadway Pipe End Treatment, Class 1 | | | 0530 619A003 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 730.00000 730.00 24" Roadway Pipe End Treatment, Class 1 | | | 0540 619A102 24.000 EACH| 650.00000 15600.00| 650.00000 15600.00| 700.00000 16800.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619B070 1.000 EACH| 1620.00000 1620.00| 1620.00000 1620.00| 2100.00000 2100.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0560 619B144 1.000 EACH| 1525.00000 1525.00| 1525.00000 1525.00| 1900.00000 1900.00 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0570 619B285 1.000 EACH| 2950.00000 2950.00| 2950.00000 2950.00| 3799.00000 3799.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | 0580 620A000 1.000 CUYD| 1200.00000 1200.00| 1200.00000 1200.00| 1500.00000 1500.00 Minor Structure Concrete | | | 0590 621A000 2.000 EACH| 2450.00000 4900.00| 2450.00000 4900.00| 2500.00000 5000.00 Junction Boxes, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20061103003 COUNTIES : RUSSELL LETTING DATE : 11/03/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 14003 |( 3 ) 14001 |APAC-SOUTHEAST, INC. |W. S. NEWELL, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 621A004 2.000 EACH| 3850.00000 7700.00| 3850.00000 7700.00| 3000.00000 6000.00 Junction Boxes, Type 4 | | | 0610 621A013 1.000 EACH| 5200.00000 5200.00| 5200.00000 5200.00| 10000.00000 10000.00 Junction Boxes, Type Special | | | 0620 621C020 2.000 EACH| 2150.00000 4300.00| 2150.00000 4300.00| 2000.00000 4000.00 Inlets, Type Y | | | 0630 621C027 1.000 EACH| 2150.00000 2150.00| 2150.00000 2150.00| 1900.00000 1900.00 Inlets, Type C | | | 0640 621D002 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 600.00000 600.00 Inlet Units, Type C | | | 0650 621D019 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 600.00000 1200.00 Inlet Units, Type Y | | | 0660 630A001 1125.000 LF | 15.75000 17718.75| 15.75000 17718.75| 15.75000 17718.75 Steel Beam Guardrail, Class A, Type 2 | | | 0670 630C001 4.000 EACH| 900.00000 3600.00| 900.00000 3600.00| 900.00000 3600.00 Guardrail End Anchor, Type 8 | | | 0680 630C070 6.000 EACH| 1700.00000 10200.00| 1700.00000 10200.00| 1700.00000 10200.00 Guardrail End Anchor, Type 10 Series | | | 0690 650A000 11263.000 CUYD| 8.00000 90104.00| 7.50000 84472.50| 7.50000 84472.50 Topsoil | | | 0700 650B000 7412.000 CUYD| 5.25000 38913.00| 5.00000 37060.00| 7.50000 55590.00 Topsoil From Stockpiles | | | 0710 652A100 35.000 ACRE| 450.00000 15750.00| 450.00000 15750.00| 450.00000 15750.00 Seeding | | | 0720 652C000 75.000 ACRE| 45.00000 3375.00| 45.00000 3375.00| 45.00000 3375.00 Mowing | | | 0730 654A001 1456.000 SQYD| 4.50000 6552.00| 4.50000 6552.00| 4.50000 6552.00 Solid Sodding (Bermuda) | | | 0740 656A010 35.000 ACRE| 425.00000 14875.00| 425.00000 14875.00| 425.00000 14875.00 Mulching | | | 0750 659A026 583.000 SQYD| 2.00000 1166.00| 2.00000 1166.00| 2.00000 1166.00 Rolled Erosion Control Product, Type | | | (1B) | | | 0760 665A000 10.000 ACRE| 400.00000 4000.00| 400.00000 4000.00| 400.00000 4000.00 Temporary Seeding | | | 0770 665B000 10.000 ACRE| 400.00000 4000.00| 400.00000 4000.00| 400.00000 4000.00 Temporary Mulching | | | 0780 665I002 78.000 TON | 93.00000 7254.00| 50.00000 3900.00| 45.00000 3510.00 Temporary Riprap, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20061103003 COUNTIES : RUSSELL LETTING DATE : 11/03/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 14003 |( 3 ) 14001 |APAC-SOUTHEAST, INC. |W. S. NEWELL, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 665J000 8360.000 LF | 3.90000 32604.00| 5.00000 41800.00| 3.25000 27170.00 Silt Fence, Type A | | | 0800 665N001 285.000 TON | 125.00000 35625.00| 35.00000 9975.00| 35.00000 9975.00 Temporary Coarse Aggregate, ALDOT | | | Number 4 | | | 0810 665O001 8360.000 LF | 0.50000 4180.00| 0.50000 4180.00| 1.25000 10450.00 Silt Fence Removal | | | 0820 665Q001 2720.000 LF | 6.50000 17680.00| 6.85000 18632.00| 6.50000 17680.00 20 Inch Wattle | | | 0830 666A001 75.000 ACRE| 30.00000 2250.00| 30.00000 2250.00| 30.00000 2250.00 Pest Control Treatment | | | 0840 680A000 LUMP| 35000.00000 35000.00| 125000.00000 125000.00| 75000.00000 75000.00 Engineering Controls | | | 0850 701A028 9.000 MILE| 3300.00000 29700.00| 3300.00000 29700.00| 3300.00000 29700.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0860 701A032 9.000 MILE| 3300.00000 29700.00| 3300.00000 29700.00| 3300.00000 29700.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0870 701A041 8.000 MILE| 2500.00000 20000.00| 2500.00000 20000.00| 2500.00000 20000.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0880 701B009 10320.000 LF | 1.80000 18576.00| 1.80000 18576.00| 1.80000 18576.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0890 701C000 9.000 MILE| 600.00000 5400.00| 600.00000 5400.00| 600.00000 5400.00 Broken Temporary Traffic Stripe | | | 0900 701C001 14.000 MILE| 750.00000 10500.00| 750.00000 10500.00| 750.00000 10500.00 Solid Temporary Traffic Stripe | | | 0910 701D007 1.000 MILE| 3400.00000 3400.00| 3400.00000 3400.00| 3400.00000 3400.00 Solid Traffic Stripe Removed (Paint) | | | 0920 703A002 790.000 SQFT| 5.90000 4661.00| 5.90000 4661.00| 5.90000 4661.00 Traffic Control Markings, Class 2, Type | | | A | | | 0930 703B002 1076.000 SQFT| 6.50000 6994.00| 6.50000 6994.00| 6.50000 6994.00 Traffic Control Legends, Class 2, Type | | | 0940 705A011 840.000 EACH| 5.80000 4872.00| 5.80000 4872.00| 5.80000 4872.00 Pavement Markers, Class C, Type 1-A | | | 0950 705A012 70.000 EACH| 5.80000 406.00| 5.80000 406.00| 5.80000 406.00 Pavement Markers, Class C, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20061103003 COUNTIES : RUSSELL LETTING DATE : 11/03/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 14003 |( 3 ) 14001 |APAC-SOUTHEAST, INC. |W. S. NEWELL, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 705A023 470.000 EACH| 5.80000 2726.00| 5.80000 2726.00| 5.80000 2726.00 Pavement Markers, Class C, Type 2-D | | | 0970 705A024 420.000 EACH| 5.80000 2436.00| 5.80000 2436.00| 5.80000 2436.00 Pavement Markers, Class C, Type 2-E | | | 0980 705A030 48.000 EACH| 5.80000 278.40| 5.80000 278.40| 5.80000 278.40 Pavement Markers, Class A-H, Type 2-C | | | 0990 705A031 528.000 EACH| 5.80000 3062.40| 5.80000 3062.40| 5.80000 3062.40 Pavement Markers, Class A-H, Type 1-A | | | 1000 740B000 1322.000 SQFT| 7.88000 10417.36| 9.00000 11898.00| 7.50000 9915.00 Construction Signs | | | 1010 740D000 350.000 EACH| 57.75000 20212.50| 57.00000 19950.00| 55.00000 19250.00 Channelizing Drums | | | 1020 740F002 34.000 EACH| 189.00000 6426.00| 210.00000 7140.00| 180.00000 6120.00 Barricades, Type III | | | 1030 740I005 15.000 EACH| 472.50000 7087.50| 250.00000 3750.00| 450.00000 6750.00 Warning Lights, Type B (Detachable Head | | | 1040 741C010 2.000 EACH| 1200.00000 2400.00| 5000.00000 10000.00| 3500.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1050 998A000 LUMP| 0.00000 0.00| 160000.00000 160000.00| 456000.00000 456000.00 Construction Fuel (Maximum Bid Limited | | | To $ 456,000) | | | 1060 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 8,739,551.63| $ 8,778,515.27| $ 8,859,203.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,739,551.63| $ 8,778,515.27| $ 8,859,203.99 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 CONTRACT TIME : 185 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0012(513) for constructing the Additional Lanes (Partial Grade and Drain, Pavement and Signing) on SR-12 (US-84) from CR-57 to east of CR-67 in Sanford. Length 2.716 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 3,884,790.50 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 3,940,061.47 101.4228% 3 14003 W. S. NEWELL, INC. $ 4,210,110.07 108.3742% 4 01087 APAC-SOUTHEAST, INC. $ 4,379,834.61 112.7431% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14003 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, 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 204A000 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 795.00000 795.00 Closing Water Well | | | 0020 206C002 533.000 SQYD| 8.94000 4765.02| 4.00000 2132.00| 4.77000 2542.41 Removing Concrete Slope Paving | | | 0030 206D001 125.000 LF | 3.00000 375.00| 3.00000 375.00| 3.00000 375.00 Removing Guardrail | | | 0040 206D003 796.000 LF | 5.36000 4266.56| 3.00000 2388.00| 5.30000 4218.80 Removing Curb And Gutter | | | 0050 206E050 1.000 EACH| 200.00000 200.00| 175.00000 175.00| 265.00000 265.00 Removing Slope Paved Headwall | | | 0060 210A000 13250.000 CUYD| 5.43000 71947.50| 3.45000 45712.50| 5.50000 72875.00 Unclassified Excavation | | | 0070 214A000 459.000 CUYD| 10.23000 4695.57| 7.00000 3213.00| 6.00000 2754.00 Structure Excavation | | | 0080 214B001 94.000 CUYD| 54.29000 5103.26| 45.00000 4230.00| 55.00000 5170.00 Foundation Backfill, Commercial | | | 0090 230A000 129.000 RBST| 400.00000 51600.00| 325.00000 41925.00| 425.00000 54825.00 Roadbed Processing | | | 0100 401A000 57291.000 SQYD| 0.77000 44114.07| 1.25000 71613.75| 1.25000 71613.75 Bituminous Treatment A | | | 0110 405A000 10871.000 GAL | 2.27000 24677.17| 2.25000 24459.75| 2.25000 24459.75 Tack Coat | | | 0120 410C000 1.000 EACH| 6338.04000 6338.04| 10000.00000 10000.00| 12000.00000 12000.00 Contractor Retained Profilograph | | | 0130 410H000 1.000 EACH| 75000.00000 75000.00| 65000.00000 65000.00| 75000.00000 75000.00 Material Remixing Device | | | 0140 424A366 2871.000 TON | 60.45000 173551.95| 59.25000 170106.75| 59.25000 170106.75 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B663 2360.000 TON | 55.56000 131121.60| 55.25000 130390.00| 55.25000 130390.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 428C000 43829.000 LF | 0.14000 6136.06| 0.06000 2629.74| 0.17000 7450.93 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14003 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 430B000 363.000 TON | 35.00000 12705.00| 42.00000 15246.00| 37.86000 13743.18 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 530A001 381.000 LF | 28.11000 10709.91| 24.00000 9144.00| 44.00000 16764.00 18" Roadway Pipe (Class 3 R.C.) | | | 0190 530A004 42.000 LF | 78.47000 3295.74| 49.00000 2058.00| 100.00000 4200.00 36" Roadway Pipe (Class 3 R.C.) | | | 0200 535A001 502.000 LF | 23.01000 11551.02| 24.00000 12048.00| 44.00000 22088.00 18" Side Drain Pipe | | | 0210 535A002 40.000 LF | 30.29000 1211.60| 28.00000 1120.00| 95.00000 3800.00 24" Side Drain Pipe | | | 0220 600A000 LUMP| 200000.00000 200000.00| 203600.00000 203600.00| 266349.00000 266349.00 Mobilization | | | 0230 601A000 1.000 EACH| 10000.00000 10000.00| 12000.00000 12000.00| 1590.00000 1590.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0240 606A000 1336.000 LF | 11.91000 15911.76| 0.10000 133.60| 17.75000 23714.00 6" Underdrain Pipe | | | 0250 610C001 10.000 TON | 48.43000 484.30| 55.00000 550.00| 100.00000 1000.00 Loose Riprap, Class 2 | | | 0260 610D003 10.000 SQYD| 3.92000 39.20| 4.00000 40.00| 12.00000 120.00 Filter Blanket, Geotextile | | | 0270 614A000 238.000 CUYD| 220.00000 52360.00| 220.00000 52360.00| 220.00000 52360.00 Slope Paving | | | 0280 619A002 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 600.00000 2400.00 18" Roadway Pipe End Treatment, Class 1 | | | 0290 619A055 1.000 EACH| 1750.00000 1750.00| 1750.00000 1750.00| 1750.00000 1750.00 36" Roadway Pipe End Treatment, Class 2 | | | 0300 619A101 22.000 EACH| 600.00000 13200.00| 600.00000 13200.00| 600.00000 13200.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0310 619A102 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 650.00000 1300.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 620A000 1.000 CUYD| 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 Minor Structure Concrete | | | 0330 621A022 2.000 EACH| 2850.00000 5700.00| 2850.00000 5700.00| 2850.00000 5700.00 Junction Boxes, Type 1 (Modified) | | | 0340 621B034 1.000 EACH| 950.00000 950.00| 950.00000 950.00| 950.00000 950.00 Junction Box Units, Type 1 (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14003 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 621C020 1.000 EACH| 2150.00000 2150.00| 2150.00000 2150.00| 2150.00000 2150.00 Inlets, Type Y | | | 0360 623C000 1336.000 LF | 13.50000 18036.00| 10.00000 13360.00| 19.75000 26386.00 Combination Curb & Gutter, Type C | | | 0370 630A001 707.000 LF | 16.00000 11312.00| 16.00000 11312.00| 16.00000 11312.00 Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C001 3.000 EACH| 900.00000 2700.00| 900.00000 2700.00| 900.00000 2700.00 Guardrail End Anchor, Type 8 | | | 0390 630C070 3.000 EACH| 1700.00000 5100.00| 1700.00000 5100.00| 1700.00000 5100.00 Guardrail End Anchor, Type 10 Series | | | 0400 650A000 8176.000 CUYD| 6.50000 53144.00| 6.25000 51100.00| 5.00000 40880.00 Topsoil | | | 0410 651B000 62.000 TON | 24.60000 1525.20| 40.00000 2480.00| 45.00000 2790.00 Agricultural Limestone | | | 0420 652A100 31.000 ACRE| 430.00000 13330.00| 495.00000 15345.00| 550.00000 17050.00 Seeding | | | 0430 654A001 599.000 SQYD| 3.70000 2216.30| 3.50000 2096.50| 5.00000 2995.00 Solid Sodding (Bermuda) | | | 0440 656A010 31.000 ACRE| 430.00000 13330.00| 475.00000 14725.00| 450.00000 13950.00 Mulching | | | 0450 665A000 31.000 ACRE| 150.00000 4650.00| 0.10000 3.10| 400.00000 12400.00 Temporary Seeding | | | 0460 665B000 31.000 ACRE| 150.00000 4650.00| 0.10000 3.10| 400.00000 12400.00 Temporary Mulching | | | 0470 665C000 100.000 LF | 26.90000 2690.00| 25.00000 2500.00| 23.32000 2332.00 15" Temporary Pipe | | | 0480 665E000 500.000 SQYD| 2.00000 1000.00| 0.10000 50.00| 2.12000 1060.00 Polyethylene | | | 0490 665J000 24178.000 LF | 2.00000 48356.00| 2.75000 66489.50| 4.50000 108801.00 Silt Fence, Type A | | | 0500 665O001 24178.000 LF | 0.01000 241.78| 0.50000 12089.00| 0.50000 12089.00 Silt Fence Removal | | | 0510 665Q001 1516.000 LF | 6.25000 9475.00| 6.50000 9854.00| 7.00000 10612.00 20 Inch Wattle | | | 0520 666A001 31.000 ACRE| 1.00000 31.00| 0.01000 0.31| 30.00000 930.00 Pest Control Treatment | | | 0530 680A000 LUMP| 60000.00000 60000.00| 25000.00000 25000.00| 38750.00000 38750.00 Engineering Controls | | | 0540 701A028 6.000 MILE| 3500.00000 21000.00| 3500.00000 21000.00| 3500.00000 21000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14003 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 701A041 5.000 MILE| 2250.00000 11250.00| 2250.00000 11250.00| 2250.00000 11250.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0560 701A048 5.000 MILE| 3500.00000 17500.00| 3500.00000 17500.00| 3500.00000 17500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0570 701B009 4498.000 LF | 1.85000 8321.30| 1.85000 8321.30| 1.85000 8321.30 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0580 701C000 7.000 MILE| 800.00000 5600.00| 800.00000 5600.00| 800.00000 5600.00 Broken Temporary Traffic Stripe | | | 0590 701C001 7.000 MILE| 900.00000 6300.00| 900.00000 6300.00| 900.00000 6300.00 Solid Temporary Traffic Stripe | | | 0600 701G121 170.000 LF | 5.00000 850.00| 5.00000 850.00| 5.00000 850.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0610 701G125 170.000 LF | 5.00000 850.00| 5.00000 850.00| 5.00000 850.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701G133 170.000 LF | 5.00000 850.00| 5.00000 850.00| 5.00000 850.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0630 703A002 1378.000 SQFT| 3.50000 4823.00| 3.50000 4823.00| 3.50000 4823.00 Traffic Control Markings, Class 2, Type | | | A | | | 0640 703B002 426.000 SQFT| 4.00000 1704.00| 4.00000 1704.00| 4.00000 1704.00 Traffic Control Legends, Class 2, Type | | | 0650 703D001 890.000 SQFT| 2.00000 1780.00| 2.00000 1780.00| 2.00000 1780.00 Temporary Traffic Control Markings | | | 0660 705A011 84.000 EACH| 6.00000 504.00| 6.00000 504.00| 6.00000 504.00 Pavement Markers, Class C, Type 1-A | | | 0670 705A012 40.000 EACH| 6.00000 240.00| 6.00000 240.00| 6.00000 240.00 Pavement Markers, Class C, Type 1-B | | | 0680 705A022 168.000 EACH| 6.00000 1008.00| 6.00000 1008.00| 6.00000 1008.00 Pavement Markers, Class C, Type 2-C | | | 0690 705A024 31.000 EACH| 6.00000 186.00| 6.00000 186.00| 6.00000 186.00 Pavement Markers, Class C, Type 2-E | | | 0700 705A030 181.000 EACH| 5.00000 905.00| 5.00000 905.00| 5.00000 905.00 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14003 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 705A031 257.000 EACH| 5.00000 1285.00| 5.00000 1285.00| 5.00000 1285.00 Pavement Markers, Class A-H, Type 1-A | | | 0720 705A038 68.000 EACH| 5.00000 340.00| 5.00000 340.00| 5.00000 340.00 Pavement Markers, Class A-H, Type 2-E | | | 0730 710A115 231.000 SQFT| 17.00000 3927.00| 18.00000 4158.00| 16.00000 3696.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0740 710A126 343.000 SQFT| 19.10000 6551.30| 20.00000 6860.00| 18.00000 6174.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0750 710B001 994.000 LF | 6.90000 6858.60| 7.00000 6958.00| 6.50000 6461.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0760 740B000 738.000 SQFT| 8.00000 5904.00| 8.00000 5904.00| 10.60000 7822.80 Construction Signs | | | 0770 740D000 300.000 EACH| 56.20000 16860.00| 55.00000 16500.00| 74.30000 22290.00 Channelizing Drums | | | 0780 740E000 30.000 EACH| 11.65000 349.50| 2.00000 60.00| 15.90000 477.00 Cones (36 Inches High) | | | 0790 740F002 26.000 EACH| 186.00000 4836.00| 190.00000 4940.00| 265.00000 6890.00 Barricades, Type III | | | 0800 740I005 13.000 EACH| 425.00000 5525.00| 400.00000 5200.00| 265.00000 3445.00 Warning Lights, Type B (Detachable Head | | | 0810 740M001 30.000 EACH| 6.36000 190.80| 1.00000 30.00| 8.48000 254.40 Ballast For Cone | | | 0820 741C010 1.000 EACH| 2000.00000 2000.00| 3500.00000 3500.00| 5300.00000 5300.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0830 998A000 LUMP| 0.00000 0.00| 40000.00000 40000.00| 0.01000 0.01 Construction Fuel (Maximum Bid Limited | | | To $ 180,000.00) | | | 0840 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,343,196.11| $ 1,327,213.90| $ 1,541,663.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 AA1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14003 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 210D011 10919.000 CUYD| | 5.85000 63876.15| 5.87000 64094.53 Borrow Excavation (A-4 Or Better) | | | 0860 301A222 117832.000 SQYD| | 6.06000 714061.92| 6.53000 769442.96 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0870 424A361 8805.000 TON | | 56.50000 497482.50| 56.50000 497482.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0880 424B651 15759.000 TON | | 53.25000 839166.75| 53.25000 839166.75 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0890 424B681 9357.000 TON | | 53.25000 498260.25| 53.25000 498260.25 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | SECTION TOTALS | $ 0.00| $ 2,612,847.57| $ 2,668,446.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 AA2 | | | 0900 210D011 17464.000 CUYD| 3.75000 65490.00| | Borrow Excavation (A-4 Or Better) | | | 0910 304A010 58017.000 SQYD| 11.35000 658492.95| | Soil-Cement, 8 Inches Thick | | | 0920 424A361 8805.000 TON | 50.00000 440250.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0930 424B651 15759.000 TON | 54.84000 864223.56| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0940 424B681 9357.000 TON | 54.84000 513137.88| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | SECTION TOTALS | $ 2,541,594.39| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 AA3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 14003 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 210D011 17464.000 CUYD| | | Borrow Excavation (A-4 Or Better) | | | 0960 301A020 58017.000 SQYD| | | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 8" Compacted Thickness | | | 0970 424A361 8805.000 TON | | | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0980 424B651 15759.000 TON | | | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0990 424B681 9357.000 TON | | | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 AA4 | | | 1000 210D011 10919.000 CUYD| | | Borrow Excavation (A-4 Or Better) | | | 1010 301A080 117832.000 SQYD| | | Granular Soil Base Course, Type C, Road | | | Mixed, 6" Compacted Thickness | | | 1020 424A361 8805.000 TON | | | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 1030 424B651 15759.000 TON | | | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 1040 424C360 20547.000 TON | | | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,884,790.50| $ 3,940,061.47| $ 4,210,110.07 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 204A000 1.000 EACH| 500.00000 500.00| | Closing Water Well | | | 0020 206C002 533.000 SQYD| 5.00000 2665.00| | Removing Concrete Slope Paving | | | 0030 206D001 125.000 LF | 3.00000 375.00| | Removing Guardrail | | | 0040 206D003 796.000 LF | 5.00000 3980.00| | Removing Curb And Gutter | | | 0050 206E050 1.000 EACH| 500.00000 500.00| | Removing Slope Paved Headwall | | | 0060 210A000 13250.000 CUYD| 4.25000 56312.50| | Unclassified Excavation | | | 0070 214A000 459.000 CUYD| 5.00000 2295.00| | Structure Excavation | | | 0080 214B001 94.000 CUYD| 52.50000 4935.00| | Foundation Backfill, Commercial | | | 0090 230A000 129.000 RBST| 350.00000 45150.00| | Roadbed Processing | | | 0100 401A000 57291.000 SQYD| 0.60000 34374.60| | Bituminous Treatment A | | | 0110 405A000 10871.000 GAL | 3.50000 38048.50| | Tack Coat | | | 0120 410C000 1.000 EACH| 660.00000 660.00| | Contractor Retained Profilograph | | | 0130 410H000 1.000 EACH| 47000.00000 47000.00| | Material Remixing Device | | | 0140 424A366 2871.000 TON | 67.50000 193792.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B663 2360.000 TON | 58.50000 138060.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 428C000 43829.000 LF | 0.03000 1314.87| | Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 430B000 363.000 TON | 30.00000 10890.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 530A001 381.000 LF | 36.00000 13716.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0190 530A004 42.000 LF | 60.00000 2520.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0200 535A001 502.000 LF | 25.50000 12801.00| | 18" Side Drain Pipe | | | 0210 535A002 40.000 LF | 36.00000 1440.00| | 24" Side Drain Pipe | | | 0220 600A000 LUMP| 300000.00000 300000.00| | Mobilization | | | 0230 601A000 1.000 EACH| 5000.00000 5000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0240 606A000 1336.000 LF | 8.00000 10688.00| | 6" Underdrain Pipe | | | 0250 610C001 10.000 TON | 100.00000 1000.00| | Loose Riprap, Class 2 | | | 0260 610D003 10.000 SQYD| 10.00000 100.00| | Filter Blanket, Geotextile | | | 0270 614A000 238.000 CUYD| 220.00000 52360.00| | Slope Paving | | | 0280 619A002 4.000 EACH| 600.00000 2400.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0290 619A055 1.000 EACH| 1750.00000 1750.00| | 36" Roadway Pipe End Treatment, Class 2 | | | 0300 619A101 22.000 EACH| 600.00000 13200.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0310 619A102 2.000 EACH| 650.00000 1300.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 620A000 1.000 CUYD| 1200.00000 1200.00| | Minor Structure Concrete | | | 0330 621A022 2.000 EACH| 2850.00000 5700.00| | Junction Boxes, Type 1 (Modified) | | | 0340 621B034 1.000 EACH| 950.00000 950.00| | Junction Box Units, Type 1 (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 621C020 1.000 EACH| 2150.00000 2150.00| | Inlets, Type Y | | | 0360 623C000 1336.000 LF | 17.57000 23473.52| | Combination Curb & Gutter, Type C | | | 0370 630A001 707.000 LF | 16.00000 11312.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C001 3.000 EACH| 900.00000 2700.00| | Guardrail End Anchor, Type 8 | | | 0390 630C070 3.000 EACH| 1700.00000 5100.00| | Guardrail End Anchor, Type 10 Series | | | 0400 650A000 8176.000 CUYD| 6.50000 53144.00| | Topsoil | | | 0410 651B000 62.000 TON | 30.00000 1860.00| | Agricultural Limestone | | | 0420 652A100 31.000 ACRE| 424.00000 13144.00| | Seeding | | | 0430 654A001 599.000 SQYD| 3.60000 2156.40| | Solid Sodding (Bermuda) | | | 0440 656A010 31.000 ACRE| 424.00000 13144.00| | Mulching | | | 0450 665A000 31.000 ACRE| 300.00000 9300.00| | Temporary Seeding | | | 0460 665B000 31.000 ACRE| 300.00000 9300.00| | Temporary Mulching | | | 0470 665C000 100.000 LF | 24.00000 2400.00| | 15" Temporary Pipe | | | 0480 665E000 500.000 SQYD| 3.00000 1500.00| | Polyethylene | | | 0490 665J000 24178.000 LF | 3.82000 92359.96| | Silt Fence, Type A | | | 0500 665O001 24178.000 LF | 0.20000 4835.60| | Silt Fence Removal | | | 0510 665Q001 1516.000 LF | 6.60000 10005.60| | 20 Inch Wattle | | | 0520 666A001 31.000 ACRE| 5.00000 155.00| | Pest Control Treatment | | | 0530 680A000 LUMP| 46900.00000 46900.00| | Engineering Controls | | | 0540 701A028 6.000 MILE| 3500.00000 21000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 701A041 5.000 MILE| 2250.00000 11250.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0560 701A048 5.000 MILE| 3500.00000 17500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0570 701B009 4498.000 LF | 1.85000 8321.30| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0580 701C000 7.000 MILE| 800.00000 5600.00| | Broken Temporary Traffic Stripe | | | 0590 701C001 7.000 MILE| 900.00000 6300.00| | Solid Temporary Traffic Stripe | | | 0600 701G121 170.000 LF | 5.00000 850.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0610 701G125 170.000 LF | 5.00000 850.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701G133 170.000 LF | 5.00000 850.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0630 703A002 1378.000 SQFT| 3.50000 4823.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0640 703B002 426.000 SQFT| 4.00000 1704.00| | Traffic Control Legends, Class 2, Type | | | 0650 703D001 890.000 SQFT| 2.00000 1780.00| | Temporary Traffic Control Markings | | | 0660 705A011 84.000 EACH| 6.00000 504.00| | Pavement Markers, Class C, Type 1-A | | | 0670 705A012 40.000 EACH| 6.00000 240.00| | Pavement Markers, Class C, Type 1-B | | | 0680 705A022 168.000 EACH| 6.00000 1008.00| | Pavement Markers, Class C, Type 2-C | | | 0690 705A024 31.000 EACH| 6.00000 186.00| | Pavement Markers, Class C, Type 2-E | | | 0700 705A030 181.000 EACH| 5.00000 905.00| | Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 705A031 257.000 EACH| 5.00000 1285.00| | Pavement Markers, Class A-H, Type 1-A | | | 0720 705A038 68.000 EACH| 5.00000 340.00| | Pavement Markers, Class A-H, Type 2-E | | | 0730 710A115 231.000 SQFT| 16.80000 3880.80| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0740 710A126 343.000 SQFT| 18.90000 6482.70| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0750 710B001 994.000 LF | 6.83000 6789.02| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0760 740B000 738.000 SQFT| 7.88000 5815.44| | Construction Signs | | | 0770 740D000 300.000 EACH| 47.65000 14295.00| | Channelizing Drums | | | 0780 740E000 30.000 EACH| 12.25000 367.50| | Cones (36 Inches High) | | | 0790 740F002 26.000 EACH| 183.75000 4777.50| | Barricades, Type III | | | 0800 740I005 13.000 EACH| 420.00000 5460.00| | Warning Lights, Type B (Detachable Head | | | 0810 740M001 30.000 EACH| 8.00000 240.00| | Ballast For Cone | | | 0820 741C010 1.000 EACH| 1300.00000 1300.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0830 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 180,000.00) | | | 0840 999 000 2250.000 HOUR| 0.80000 1800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,448,422.31| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 AA1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 210D011 10919.000 CUYD| 7.20000 78616.80| | Borrow Excavation (A-4 Or Better) | | | 0860 301A222 117832.000 SQYD| 6.55000 771799.60| | Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0870 424A361 8805.000 TON | 67.70000 596098.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0880 424B651 15759.000 TON | 58.60000 923477.40| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0890 424B681 9357.000 TON | 60.00000 561420.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | SECTION TOTALS | $ 2,931,412.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 AA2 | | | 0900 210D011 17464.000 CUYD| | | Borrow Excavation (A-4 Or Better) | | | 0910 304A010 58017.000 SQYD| | | Soil-Cement, 8 Inches Thick | | | 0920 424A361 8805.000 TON | | | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0930 424B651 15759.000 TON | | | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0940 424B681 9357.000 TON | | | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 AA3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20061103004 COUNTIES : COVINGTON LETTING DATE : 11/03/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 210D011 17464.000 CUYD| | | Borrow Excavation (A-4 Or Better) | | | 0960 301A020 58017.000 SQYD| | | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 8" Compacted Thickness | | | 0970 424A361 8805.000 TON | | | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0980 424B651 15759.000 TON | | | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0990 424B681 9357.000 TON | | | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 AA4 | | | 1000 210D011 10919.000 CUYD| | | Borrow Excavation (A-4 Or Better) | | | 1010 301A080 117832.000 SQYD| | | Granular Soil Base Course, Type C, Road | | | Mixed, 6" Compacted Thickness | | | 1020 424A361 8805.000 TON | | | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 1030 424B651 15759.000 TON | | | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 1040 424C360 20547.000 TON | | | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,379,834.61| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20061103015 COUNTIES : BULLOCK LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0609(200) for constructing the Resurfacing and Traffic Stripe on CR-14 from US-29 to SR-223 in Halls Crossroads. Length 4.810 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 517,044.12 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 540,928.40 104.6194% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20061103015 COUNTIES : BULLOCK LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 206D001 988.000 LF | 3.00000 2964.00| 3.00000 2964.00| Removing Guardrail | | | 0020 210D021 3000.000 CUYD| 2.00000 6000.00| 5.30000 15900.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 405A000 3500.000 GAL | 3.25000 11375.00| 1.75000 6125.00| Tack Coat | | | 0040 408A051 3200.000 SQYD| 2.50000 8000.00| 3.40000 10880.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 429A196 2556.000 TON | 63.25000 161667.00| 72.40000 185054.40| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A205 200.000 TON | 125.00000 25000.00| 49.50000 9900.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429A206 1500.000 TON | 63.85000 95775.00| 48.25000 72375.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0081 429B212 1225.000 TON | 51.25000 62781.25| 70.50000 86362.50| Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 600A000 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| Mobilization | | | 0100 630A004 816.000 LF | 30.04000 24512.64| 30.00000 24480.00| Steel Beam Guardrail, Class B, Type 2 | | | 0110 630C022 8.000 EACH| 1201.80000 9614.40| 1200.00000 9600.00| Guardrail End Anchor, Type Special | | | 0120 630C070 8.000 EACH| 1802.69000 14421.52| 1800.00000 14400.00| Guardrail End Anchor, Type 10 Series | | | 0130 652A100 10.000 ACRE| 490.73000 4907.30| 490.00000 4900.00| Seeding | | | 0140 656A010 5.000 ACRE| 450.67000 2253.35| 450.00000 2250.00| Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20061103015 COUNTIES : BULLOCK LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 665F000 50.000 EACH| 8.76000 438.00| 8.75000 437.50| Hay Bales | | | 0160 665J000 100.000 LF | 5.01000 501.00| 5.00000 500.00| Silt Fence, Type A | | | 0170 665O001 100.000 LF | 0.75000 75.00| 0.75000 75.00| Silt Fence Removal | | | 0180 701A030 10.000 MILE| 900.81000 9008.10| 890.00000 8900.00| Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0190 701A034 8.000 MILE| 900.81000 7206.48| 890.00000 7120.00| Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0200 701A044 2.000 MILE| 485.83000 971.66| 480.00000 960.00| Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0210 701C000 4.000 MILE| 688.26000 2753.04| 680.00000 2720.00| Broken Temporary Traffic Stripe | | | 0220 701C001 16.000 MILE| 759.11000 12145.76| 750.00000 12000.00| Solid Temporary Traffic Stripe | | | 0230 703A004 800.000 SQFT| 3.54000 2832.00| 3.50000 2800.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0240 705A032 200.000 EACH| 5.06000 1012.00| 5.00000 1000.00| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 975.000 EACH| 5.06000 4933.50| 5.00000 4875.00| Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 231.000 SQFT| 9.32000 2152.92| 10.00000 2310.00| Construction Signs | | | 0270 740E000 60.000 EACH| 13.41000 804.60| 6.50000 390.00| Cones (36 Inches High) | | | 0280 740M001 60.000 EACH| 7.31000 438.60| 2.50000 150.00| Ballast For Cone | | | 0290 740O000 1.000 EACH| 1500.00000 1500.00| 6500.00000 6500.00| Pilot Car | | | 0300 998A000 LUMP| 1000.00000 1000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 42,000.00) | | | SECTION TOTALS | $ 517,044.12| $ 540,928.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 517,044.12| $ 540,928.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20061103016 COUNTIES : ETOWAH LETTING DATE : 11/03/06 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-8154(601) for constructing the Resurfacing and Traffic Stripe on Rabbit Town Road from Lonesome Bend Road in Glencoe to Colvin Gap Road. Length 4.529 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 828,586.50 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 909,496.30 109.7648% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20061103016 COUNTIES : ETOWAH LETTING DATE : 11/03/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B077 1600.000 TON | 14.00000 22400.00| 23.76000 38016.00| Crushed Aggregate, Section 825, For | | | Miscellaneous Use , Type B | | | 0020 405A000 6000.000 GAL | 1.50000 9000.00| 2.00000 12000.00| Tack Coat | | | 0030 429A201 5030.000 TON | 63.50000 319405.00| 62.78000 315783.40| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A208 550.000 TON | 57.50000 31625.00| 72.24000 39732.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429B201 6650.000 TON | 51.00000 339150.00| 52.16000 346864.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0060 429C204 480.000 TON | 68.00000 32640.00| 76.13000 36542.40| Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range A | | | 0070 600A000 LUMP| 23500.00000 23500.00| 62487.36000 62487.36| Mobilization | | | 0080 701A031 9.000 MILE| 1385.00000 12465.00| 1482.78000 13345.02| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 7.000 MILE| 1595.00000 11165.00| 1707.61000 11953.27| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 2.000 MILE| 950.00000 1900.00| 1017.07000 2034.14| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 4.000 MILE| 720.00000 2880.00| 770.83000 3083.32| Broken Temporary Traffic Stripe | | | 0120 701C001 14.000 MILE| 780.00000 10920.00| 835.07000 11690.98| Solid Temporary Traffic Stripe | | | 0130 703A002 470.000 SQFT| 4.00000 1880.00| 4.28000 2011.60| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20061103016 COUNTIES : ETOWAH LETTING DATE : 11/03/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703D001 470.000 SQFT| 2.00000 940.00| 2.14000 1005.80| Temporary Traffic Control Markings | | | 0150 705A032 231.000 EACH| 5.50000 1270.50| 5.89000 1360.59| Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 132.000 EACH| 5.50000 726.00| 5.89000 777.48| Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 362.000 SQFT| 10.00000 3620.00| 7.87000 2848.94| Construction Signs | | | 0180 740E000 50.000 EACH| 1.00000 50.00| 0.10000 5.00| Cones (36 Inches High) | | | 0190 740M001 50.000 EACH| 1.00000 50.00| 0.10000 5.00| Ballast For Cone | | | 0200 740O000 1.000 EACH| 3000.00000 3000.00| 7950.00000 7950.00| Pilot Car | | | 0210 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 37,000.00) | | | SECTION TOTALS | $ 828,586.50| $ 909,496.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 828,586.50| $ 909,496.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20061103020 COUNTIES : BUTLER LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0245(500) for constructing the Planing, Resurfacing and Traffic Stripe ST-007-245-001 on SR-245 from SR-10 to CR-41 in Greenville. Length 2.044 99-306-074-245-601 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 992,342.98 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,064,403.75 107.2617% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20061103020 COUNTIES : BUTLER LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 11048.76000 11048.76| 25000.00000 25000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000.00 per Acre) | | | (Approx. 12 Acres) | | | 0020 206C010 187.000 SQYD| 29.51000 5518.37| 23.38000 4372.06| Removing Concrete Driveway | | | 0030 206D000 500.000 LF | 27.83000 13915.00| 14.12000 7060.00| Removing Pipe | | | 0040 206D001 75.000 LF | 3.00000 225.00| 3.64000 273.00| Removing Guardrail | | | 0050 206D002 40.000 LF | 16.97000 678.80| 15.64000 625.60| Removing Curb | | | 0060 206D003 240.000 LF | 13.58000 3259.20| 22.25000 5340.00| Removing Curb And Gutter | | | 0070 206E000 4.000 EACH| 454.92000 1819.68| 478.76000 1915.04| Removing Headwalls | | | 0080 206E001 1.000 EACH| 721.14000 721.14| 1091.99000 1091.99| Removing Inlets | | | 0090 206E019 2.000 EACH| 100.00000 200.00| 121.36000 242.72| Removing Guardrail End Anchor (Type 10) | | | 0100 210A000 6941.000 CUYD| 11.28000 78294.48| 7.50000 52057.50| Unclassified Excavation | | | 0110 210D021 150.000 CUYD| 21.33000 3199.50| 40.00000 6000.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0120 214A000 94.000 CUYD| 23.23000 2183.62| 18.20000 1710.80| Structure Excavation | | | 0130 214B001 29.000 CUYD| 80.02000 2320.58| 48.08000 1394.32| Foundation Backfill, Commercial | | | 0140 405A000 2120.000 GAL | 5.12000 10854.40| 2.95000 6254.00| Tack Coat | | | 0150 408A051 24075.000 SQYD| 0.64000 15408.00| 1.57000 37797.75| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0160 424A361 4650.000 TON | 62.68000 291462.00| 67.25000 312712.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20061103020 COUNTIES : BUTLER LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A364 50.000 TON | 99.25000 4962.50| 125.00000 6250.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424A366 50.000 TON | 102.86000 5143.00| 95.00000 4750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424A367 100.000 TON | 87.22000 8722.00| 95.00000 9500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 723.000 TON | 61.47000 44442.81| 83.90000 60659.70| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B655 10.000 TON | 151.02000 1510.20| 275.00000 2750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B659 50.000 TON | 85.90000 4295.00| 95.00000 4750.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B662 521.000 TON | 66.48000 34636.08| 57.95000 30191.95| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424C360 700.000 TON | 75.23000 52661.00| 84.25000 58975.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0250 430B000 100.000 TON | 33.54000 3354.00| 50.00000 5000.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0260 530A902 19.000 LF | 136.12000 2586.28| 151.69000 2882.11| 30" Roadway Pipe (14 Gauge C.C.M.) | | | 0270 530A927 11.000 LF | 221.16000 2432.76| 240.98000 2650.78| 24" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20061103020 COUNTIES : BUTLER LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 530B057 35.000 LF | 296.66000 10383.10| 251.08000 8787.80| 64" Span, 43" Rise Roadway Pipe (14 | | | Gauge C.C.S.P.I.) | | | 0290 535A001 653.000 LF | 68.60000 44795.80| 62.83000 41027.99| 18" Side Drain Pipe | | | 0300 600A000 LUMP| 69157.65000 69157.65| 75000.00000 75000.00| Mobilization | | | 0310 619A003 1.000 EACH| 1453.18000 1453.18| 910.20000 910.20| 24" Roadway Pipe End Treatment, Class 1 | | | 0320 619A004 1.000 EACH| 1453.18000 1453.18| 1577.67000 1577.67| 30" Roadway Pipe End Treatment, Class 1 | | | 0330 619A101 24.000 EACH| 797.65000 19143.60| 728.16000 17475.84| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 619B085 2.000 EACH| 2165.36000 4330.72| 4247.59000 8495.18| 64" Span, 43" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0350 621A000 3.000 EACH| 3911.66000 11734.98| 4247.58000 12742.74| Junction Boxes, Type 1, 1P Or 5 | | | 0360 621B000 2.000 EACH| 291.96000 583.92| 910.20000 1820.40| Junction Box Units, Type 1, 1P Or 5 | | | 0370 621C032 1.000 EACH| 7067.34000 7067.34| 6310.69000 6310.69| Inlets, Type C (Modified) | | | 0380 623B000 40.000 LF | 43.39000 1735.60| 48.62000 1944.80| Concrete Curb, Type N | | | 0390 623C000 245.000 LF | 32.03000 7847.35| 36.99000 9062.55| Combination Curb & Gutter, Type C | | | 0400 630A001 300.000 LF | 17.00000 5100.00| 20.63000 6189.00| Steel Beam Guardrail, Class A, Type 2 | | | 0410 630C050 2.000 EACH| 1800.00000 3600.00| 2184.47000 4368.94| Guardrail End Anchor, Type 20 Series | | | 0420 650A000 2510.000 CUYD| 13.53000 33960.30| 9.00000 22590.00| Topsoil | | | 0430 652A100 7.000 ACRE| 500.00000 3500.00| 606.80000 4247.60| Seeding | | | 0440 652C000 5.000 ACRE| 100.00000 500.00| 121.36000 606.80| Mowing | | | 0450 654A000 96.000 SQYD| 5.00000 480.00| 6.07000 582.72| Solid Sodding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20061103020 COUNTIES : BUTLER LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 656A010 7.000 ACRE| 500.00000 3500.00| 606.80000 4247.60| Mulching | | | 0470 659A036 500.000 SQYD| 3.50000 1750.00| 4.25000 2125.00| Rolled Erosion Control Product, Type | | | (2D) | | | 0480 665A000 3.000 ACRE| 650.00000 1950.00| 788.84000 2366.52| Temporary Seeding | | | 0490 665B000 3.000 ACRE| 650.00000 1950.00| 788.84000 2366.52| Temporary Mulching | | | 0500 665F000 150.000 EACH| 9.00000 1350.00| 10.92000 1638.00| Hay Bales | | | 0510 665G000 150.000 EACH| 5.00000 750.00| 6.07000 910.50| Sand Bags | | | 0520 665J000 5000.000 LF | 3.40000 17000.00| 4.13000 20650.00| Silt Fence, Type A | | | 0530 665O001 5000.000 LF | 0.20000 1000.00| 0.24000 1200.00| Silt Fence Removal | | | 0540 665Q001 560.000 LF | 7.00000 3920.00| 8.50000 4760.00| 20 Inch Wattle | | | 0550 666A001 7.000 ACRE| 8.00000 56.00| 9.71000 67.97| Pest Control Treatment | | | 0560 680A000 LUMP| 13991.31000 13991.31| 12910.59000 12910.59| Engineering Controls | | | 0570 701A028 6.000 MILE| 1800.00000 10800.00| 2207.71000 13246.26| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0580 701A041 2.000 MILE| 1050.00000 2100.00| 1287.83000 2575.66| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0590 701A046 3.000 MILE| 1050.00000 3150.00| 1287.83000 3863.49| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0600 701A048 6.000 MILE| 2100.00000 12600.00| 2575.66000 15453.96| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0610 701B009 2171.000 LF | 1.25000 2713.75| 1.53000 3321.63| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0620 701C000 2.000 MILE| 700.00000 1400.00| 858.56000 1717.12| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20061103020 COUNTIES : BUTLER LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 701C001 14.000 MILE| 750.00000 10500.00| 919.88000 12878.32| Solid Temporary Traffic Stripe | | | 0640 701F000 2171.000 LF | 0.25000 542.75| 0.31000 673.01| Dotted Temporary Traffic Stripe | | | 0650 703A002 3336.000 SQFT| 3.50000 11676.00| 4.29000 14311.44| Traffic Control Markings, Class 2, Type | | | A | | | 0660 703B002 270.000 SQFT| 5.00000 1350.00| 6.13000 1655.10| Traffic Control Legends, Class 2, Type | | | 0670 703D001 3860.000 SQFT| 2.00000 7720.00| 2.45000 9457.00| Temporary Traffic Control Markings | | | 0680 705A030 30.000 EACH| 5.00000 150.00| 6.13000 183.90| Pavement Markers, Class A-H, Type 2-C | | | 0690 705A031 90.000 EACH| 5.00000 450.00| 6.13000 551.70| Pavement Markers, Class A-H, Type 1-A | | | 0700 705A032 50.000 EACH| 5.00000 250.00| 6.13000 306.50| Pavement Markers, Class A-H, Type 1-B | | | 0710 705A037 400.000 EACH| 5.00000 2000.00| 6.13000 2452.00| Pavement Markers, Class A-H, Type 2-D | | | 0720 705A038 30.000 EACH| 5.00000 150.00| 6.13000 183.90| Pavement Markers, Class A-H, Type 2-E | | | 0730 710A115 32.000 SQFT| 26.25000 840.00| 21.95000 702.40| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0740 710A126 6.000 SQFT| 26.25000 157.50| 24.53000 147.18| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0750 710B001 84.000 LF | 10.50000 882.00| 8.39000 704.76| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0760 740B000 1311.000 SQFT| 8.14000 10671.54| 9.68000 12690.48| Construction Signs | | | 0770 740D000 200.000 EACH| 60.90000 12180.00| 55.00000 11000.00| Channelizing Drums | | | 0780 740E000 250.000 EACH| 6.76000 1690.00| 14.50000 3625.00| Cones (36 Inches High) | | | 0790 740I005 15.000 EACH| 183.75000 2756.25| 105.00000 1575.00| Warning Lights, Type B (Detachable Head | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20061103020 COUNTIES : BUTLER LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 740M001 250.000 EACH| 4.06000 1015.00| 7.75000 1937.50| Ballast For Cone | | | 0810 741C010 2.000 EACH| 2100.00000 4200.00| 3250.00000 6500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0820 742A001 2.000 EACH| 5250.00000 10500.00| 5500.00000 11000.00| Portable Changeable Message Sign, Type | | | 0830 998A000 LUMP| 0.00000 0.00| 2500.00000 2500.00| Construction Fuel (Maximum Bid Limited | | | To $ 60,000.00) | | | SECTION TOTALS | $ 992,342.98| $ 1,064,403.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 992,342.98| $ 1,064,403.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20061103025 COUNTIES : BULLOCK LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-406-062-006-601 for constructing the Shoulder Paving (Outside EB and WB) on SR-6 (US-82) from the beginning of the four lane in Union Springs to the end of the four lane. Length 6.224 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 347,256.43 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 369,835.00 106.5020% 3 01023 ASPHALT CONTRACTORS, INC. $ 389,251.25 112.0933% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20061103025 COUNTIES : BULLOCK LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 775.000 GAL | 1.75000 1356.25| 2.00000 1550.00| 3.75000 2906.25 Tack Coat | | | 0020 424A370 1250.000 TON | 61.25000 76562.50| 69.42000 86775.00| 68.50000 85625.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0030 424B663 2650.000 TON | 53.25000 141112.50| 60.00000 159000.00| 64.50000 170925.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0040 600A000 LUMP| 33500.00000 33500.00| 27750.00000 27750.00| 31800.00000 31800.00 Mobilization | | | 0050 652A100 11.000 ACRE| 520.79000 5728.69| 500.00000 5500.00| 520.00000 5720.00 Seeding | | | 0060 656A010 11.000 ACRE| 450.68000 4957.48| 400.00000 4400.00| 450.00000 4950.00 Mulching | | | 0070 665F000 350.000 EACH| 8.76000 3066.00| 8.00000 2800.00| 8.75000 3062.50 Hay Bales | | | 0080 665J000 1000.000 LF | 3.91000 3910.00| 7.00000 7000.00| 3.90000 3900.00 Silt Fence, Type A | | | 0090 665O001 1000.000 LF | 0.50000 500.00| 0.50000 500.00| 0.50000 500.00 Silt Fence Removal | | | 0100 666A001 11.000 ACRE| 5.01000 55.11| 30.00000 330.00| 5.00000 55.00 Pest Control Treatment | | | 0110 701A028 13.000 MILE| 1872.50000 24342.50| 1850.00000 24050.00| 1850.00000 24050.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701C001 26.000 MILE| 759.12000 19737.12| 750.00000 19500.00| 750.00000 19500.00 Solid Temporary Traffic Stripe | | | 0130 740B000 978.000 SQFT| 8.26000 8078.28| 10.00000 9780.00| 8.75000 8557.50 Construction Signs | | | 0140 740D000 100.000 EACH| 55.00000 5500.00| 75.00000 7500.00| 62.00000 6200.00 Channelizing Drums | | | 0150 740E000 650.000 EACH| 13.50000 8775.00| 8.00000 5200.00| 13.50000 8775.00 Cones (36 Inches High) | | | 0160 740M001 650.000 EACH| 7.50000 4875.00| 2.00000 1300.00| 8.50000 5525.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20061103025 COUNTIES : BULLOCK LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 741C010 2.000 EACH| 1850.00000 3700.00| 3450.00000 6900.00| 3600.00000 7200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0180 998A000 LUMP| 1500.00000 1500.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 15,500.00) | | | SECTION TOTALS | $ 347,256.43| $ 369,835.00| $ 389,251.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 347,256.43| $ 369,835.00| $ 389,251.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20061103026 COUNTIES : MONTGOMERY LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-406-513-008-601 for constructing the Shoulder Paving (Outside EB and WB) on SR-8 (US-80) from near the Lowndes county line to just east of CR-103 in Momntgomery. Length 4.770 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 262,696.04 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 283,213.75 107.8104% 3 01023 ASPHALT CONTRACTORS, INC. $ 297,638.75 113.3016% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20061103026 COUNTIES : MONTGOMERY LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 600.000 GAL | 1.20000 720.00| 1.65000 990.00| 3.50000 2100.00 Tack Coat | | | 0020 424A370 925.000 TON | 59.75000 55268.75| 64.00000 59200.00| 61.75000 57118.75 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0030 424B663 1960.000 TON | 51.25000 100450.00| 56.75000 111230.00| 58.50000 114660.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0040 600A000 LUMP| 18500.00000 18500.00| 23500.00000 23500.00| 29400.00000 29400.00 Mobilization | | | 0050 630A001 325.000 LF | 17.28000 5616.00| 17.25000 5606.25| 21.00000 6825.00 Steel Beam Guardrail, Class A, Type 2 | | | 0060 630C001 1.000 EACH| 1001.51000 1001.51| 1000.00000 1000.00| 900.00000 900.00 Guardrail End Anchor, Type 8 | | | 0070 630C070 1.000 EACH| 1802.72000 1802.72| 1800.00000 1800.00| 2000.00000 2000.00 Guardrail End Anchor, Type 10 Series | | | 0080 652A100 8.000 ACRE| 500.76000 4006.08| 520.00000 4160.00| 500.00000 4000.00 Seeding | | | 0090 652C000 8.000 ACRE| 75.11000 600.88| 70.00000 560.00| 75.00000 600.00 Mowing | | | 0100 656A010 8.000 ACRE| 400.60000 3204.80| 450.00000 3600.00| 400.00000 3200.00 Mulching | | | 0110 665F000 250.000 EACH| 8.01000 2002.50| 8.75000 2187.50| 8.00000 2000.00 Hay Bales | | | 0120 665J000 1000.000 LF | 4.51000 4510.00| 3.90000 3900.00| 4.50000 4500.00 Silt Fence, Type A | | | 0130 665O001 1000.000 LF | 0.50000 500.00| 0.50000 500.00| 0.50000 500.00 Silt Fence Removal | | | 0140 666A001 8.000 ACRE| 30.05000 240.40| 5.00000 40.00| 30.00000 240.00 Pest Control Treatment | | | 0150 701A028 10.000 MILE| 1872.50000 18725.00| 1850.00000 18500.00| 1850.00000 18500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701C001 20.000 MILE| 759.12000 15182.40| 750.00000 15000.00| 750.00000 15000.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/03/06 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20061103026 COUNTIES : MONTGOMERY LETTING DATE : 11/03/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 01023 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 740B000 1460.000 SQFT| 7.50000 10950.00| 9.00000 13140.00| 8.25000 12045.00 Construction Signs | | | 0180 740D000 100.000 EACH| 31.90000 3190.00| 65.00000 6500.00| 58.00000 5800.00 Channelizing Drums | | | 0190 740E000 650.000 EACH| 15.50000 10075.00| 8.00000 5200.00| 13.00000 8450.00 Cones (36 Inches High) | | | 0200 740M001 650.000 EACH| 1.00000 650.00| 4.00000 2600.00| 5.00000 3250.00 Ballast For Cone | | | 0210 741C010 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 3275.00000 6550.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0220 998A000 LUMP| 1500.00000 1500.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 14,500.00) | | | SECTION TOTALS | $ 262,696.04| $ 283,213.75| $ 297,638.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 262,696.04| $ 283,213.75| $ 297,638.75 ====================================================================================================================================