ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I020(322) for constructing the Grade, Drainage, Pavement, and Concrete Barrier (Additional Lanes) on I-20 from MP 148.19 to MP 155.52 east of Moody. Length - 6.314 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 11,529,338.23 100.0000% 2 08077 HASTINGS GENERAL CONTRACTING, INC. $ 11,769,308.87 102.0814% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 12,303,547.26 106.7151% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 12,739,036.66 110.4923% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 08077 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |HASTINGS GENERAL CONTRACTIN |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 201A000 LUMP| 29766.00000 29766.00| 224000.00000 224000.00| 15000.00000 15000.00 Clearing & Grubbing (Approximately 28 | | | Acres) | | | 0020 206C002 3159.000 SQYD| 1.01000 3190.59| 6.00000 18954.00| 5.00000 15795.00 Removing Concrete Slope Paving | | | 0030 206D000 50.000 LF | 39.11000 1955.50| 6.00000 300.00| 15.00000 750.00 Removing Pipe | | | 0040 206D001 575.000 LF | 2.06000 1184.50| 20.00000 11500.00| 0.50000 287.50 Removing Guardrail | | | 0050 206E001 53.000 EACH| 403.77000 21399.81| 200.00000 10600.00| 300.00000 15900.00 Removing Inlets | | | 0060 206E008 14.000 EACH| 128.75000 1802.50| 100.00000 1400.00| 100.00000 1400.00 Removing Guardrail End Anchor (All Type | | | 0070 206E042 10.000 EACH| 366.52000 3665.20| 500.00000 5000.00| 400.00000 4000.00 Removing Inlets (Partial) | | | 0080 210A000 34566.000 CUYD| 5.68000 196334.88| 10.00000 345660.00| 8.00000 276528.00 Unclassified Excavation | | | 0090 214A000 7883.000 CUYD| 8.59000 67714.97| 16.00000 126128.00| 6.50000 51239.50 Structure Excavation | | | 0100 214B001 2970.000 CUYD| 30.81000 91505.70| 18.00000 53460.00| 18.00000 53460.00 Foundation Backfill, Commercial | | | 0110 230A000 660.000 RBST| 340.77000 224908.20| 450.00000 297000.00| 240.00000 158400.00 Roadbed Processing | | | 0120 301A012 115351.000 SQYD| 5.57000 642505.07| 6.50000 749781.50| 6.25000 720943.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 306B000 1.000 EACH| 6762.00000 6762.00| 29000.00000 29000.00| 8000.00000 8000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0140 327E000 24225.000 TON | 29.82000 722389.50| 29.82000 722389.50| 32.03000 775926.75 Permeable Asphalt Treated Base | | | 0150 401A043 115351.000 SQYD| 1.04000 119965.04| 1.04000 119965.04| 0.95000 109583.45 Bituminous Treatment AE | | | 0160 405A000 22775.000 GAL | 1.00000 22775.00| 1.00000 22775.00| 1.10000 25052.50 Tack Coat | | | 0170 408A051 51255.000 SQYD| 2.02000 103535.10| 2.02000 103535.10| 1.30000 66631.50 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 08077 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |HASTINGS GENERAL CONTRACTIN |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 410H000 1.000 EACH| 118500.00000 118500.00| 118500.00000 118500.00| 150000.00000 150000.00 Material Remixing Device | | | 0190 423A002 20466.000 TON | 48.77000 998126.82| 48.77000 998126.82| 48.56000 993828.96 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0200 424A281 1283.000 TON | 43.67000 56028.61| 43.67000 56028.61| 63.00000 80829.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424A288 28699.000 TON | 33.30000 955676.70| 33.30000 955676.70| 39.86000 1143942.14 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424B282 15372.000 TON | 35.05000 538788.60| 35.05000 538788.60| 35.97000 552930.84 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0230 424B286 1000.000 TON | 65.07000 65070.00| 65.07000 65070.00| 60.00000 60000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B582 18755.000 TON | 31.31000 587219.05| 31.31000 587219.05| 33.23000 623228.65 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0250 424C281 38952.000 TON | 31.35000 1221145.20| 31.35000 1221145.20| 33.73000 1313850.96 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0260 530A002 9989.000 LF | 30.03000 299969.67| 35.00000 349615.00| 23.14000 231145.46 24" Roadway Pipe (Class 3 R.C.) | | | 0270 530A828 72.000 LF | 91.57000 6593.04| 20.00000 1440.00| 95.00000 6840.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | (Extension) | | | 0280 534E000 2301.000 LF | 8.25000 18983.25| 4.00000 9204.00| 5.95000 13690.95 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening | | | 0290 600A000 LUMP| 345640.00000 345640.00| 1100000.00000 1100000.00| 1276924.00000 1276924.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 08077 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |HASTINGS GENERAL CONTRACTIN |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 601A000 1.000 EACH| 12750.00000 12750.00| 40000.00000 40000.00| 15000.00000 15000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0310 603A000 1.000 EACH| 21700.00000 21700.00| 90000.00000 90000.00| 32000.00000 32000.00 Furnishing Type 1 Field Office | | | 0320 605A001 13964.000 LF | 5.37000 74986.68| 4.00000 55856.00| 4.47000 62419.08 Pavement Edge Drain | | | 0330 605A004 32939.000 LF | 7.47000 246054.33| 5.25000 172929.75| 4.92000 162059.88 Pavement Median Drain | | | 0340 605B001 212.000 EACH| 288.40000 61140.80| 100.00000 21200.00| 250.00000 53000.00 Special Underdrain Outlet, Type B | | | 0350 619A003 2.000 EACH| 669.50000 1339.00| 650.00000 1300.00| 1500.00000 3000.00 24" Roadway Pipe End Treatment, Class 1 | | | 0360 621C020 1.000 EACH| 2060.00000 2060.00| 1800.00000 1800.00| 1500.00000 1500.00 Inlets, Type Y | | | 0370 621C075 123.000 EACH| 4635.00000 570105.00| 3400.00000 418200.00| 4200.00000 516600.00 Inlets, Type E4 (Modified) | | | 0380 621D019 1.000 EACH| 515.00000 515.00| 600.00000 600.00| 550.00000 550.00 Inlet Units, Type Y | | | 0390 621D047 157.000 EACH| 772.50000 121282.50| 400.00000 62800.00| 550.00000 86350.00 Inlet Units, Type E4 | | | 0400 629A055 15.000 LF | 128.75000 1931.25| 90.00000 1350.00| 125.00000 1875.00 Concrete Median Or Safety Barrier, Type | | | TES (Modified) | | | 0410 629A057 18174.000 LF | 43.26000 786207.24| 24.00000 436176.00| 37.00000 672438.00 Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0420 629A058 14593.000 LF | 56.65000 826693.45| 26.00000 379418.00| 50.00000 729650.00 Concrete Median Or Safety Barrier, Type | | | GS-54(SE) | | | 0430 629A059 28.000 LF | 206.00000 5768.00| 90.00000 2520.00| 200.00000 5600.00 Concrete Median Or Safety Barrier, Type | | | GS-54(PP) | | | 0440 630A001 54.000 LF | 19.05000 1028.70| 25.00000 1350.00| 16.00000 864.00 Steel Beam Guardrail, Class A, Type 2 | | | 0450 630C001 2.000 EACH| 1236.00000 2472.00| 600.00000 1200.00| 750.00000 1500.00 Guardrail End Anchor, Type 8 | | | 0460 650A000 375.000 CUYD| 23.89000 8958.75| 6.00000 2250.00| 12.00000 4500.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 08077 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |HASTINGS GENERAL CONTRACTIN |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 652A050 1.000 ACRE| 1030.00000 1030.00| 500.00000 500.00| 1000.00000 1000.00 Seeding (Mix 1A) | | | 0480 652A053 1.000 ACRE| 1030.00000 1030.00| 500.00000 500.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0490 654A000 200.000 SQYD| 5.15000 1030.00| 4.00000 800.00| 5.00000 1000.00 Solid Sodding | | | 0500 656A000 1.000 ACRE| 1030.00000 1030.00| 500.00000 500.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0510 656A001 1.000 ACRE| 1030.00000 1030.00| 500.00000 500.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0520 659A000 2500.000 SQYD| 1.85000 4625.00| 4.00000 10000.00| 1.80000 4500.00 Erosion Control Netting, Class A | | | 0530 659A001 2500.000 SQYD| 1.85000 4625.00| 4.50000 11250.00| 1.80000 4500.00 Erosion Control Netting, Class B | | | 0540 665A000 1.000 ACRE| 1030.00000 1030.00| 600.00000 600.00| 1000.00000 1000.00 Temporary Seeding | | | 0550 665F000 40.000 EACH| 15.00000 600.00| 7.50000 300.00| 6.00000 240.00 Hay Bales | | | 0560 665J000 3987.000 LF | 5.25000 20931.75| 4.00000 15948.00| 5.00000 19935.00 Silt Fence, Type A | | | 0570 665N000 2440.000 TON | 49.15000 119926.00| 12.00000 29280.00| 18.00000 43920.00 Temporary Coarse Aggregate For Inlet | | | Protection | | | 0580 666A001 1.000 ACRE| 51.50000 51.50| 200.00000 200.00| 50.00000 50.00 Pest Control Treatment | | | 0590 680A000 LUMP| 200075.00000 200075.00| 350000.00000 350000.00| 140000.00000 140000.00 Engineering Controls | | | 0600 701A028 14.000 MILE| 1493.50000 20909.00| 1450.00000 20300.00| 1464.50000 20503.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0610 701A032 14.000 MILE| 1493.50000 20909.00| 1450.00000 20300.00| 1464.50000 20503.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0620 701A041 13.000 MILE| 978.50000 12720.50| 950.00000 12350.00| 959.50000 12473.50 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0630 701B009 2350.000 LF | 0.83000 1950.50| 0.80000 1880.00| 0.81000 1903.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 08077 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |HASTINGS GENERAL CONTRACTIN |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 701C000 50.000 MILE| 442.90000 22145.00| 430.00000 21500.00| 434.30000 21715.00 Broken Temporary Traffic Stripe | | | 0650 701C001 108.000 MILE| 556.20000 60069.60| 540.00000 58320.00| 545.40000 58903.20 Solid Temporary Traffic Stripe | | | 0660 701C006 17.000 MILE| 7004.00000 119068.00| 6800.00000 115600.00| 6868.00000 116756.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0670 701D008 13.000 MILE| 1802.50000 23432.50| 1750.00000 22750.00| 1767.50000 22977.50 Solid Traffic Stripe Removed (Plastic) | | | 0680 701D009 17.000 MILE| 1030.00000 17510.00| 1000.00000 17000.00| 1010.00000 17170.00 Solid Traffic Stripe Removed (Tape) | | | 0690 701D015 13.000 MILE| 1545.00000 20085.00| 1500.00000 19500.00| 1515.00000 19695.00 Broken Traffic Stripe Removed (Plastic) | | | 0700 701F004 9400.000 LF | 0.26000 2444.00| 0.25000 2350.00| 0.26000 2444.00 Dotted Temporary Traffic Stripe | | | 0710 701H011 2350.000 LF | 0.51000 1198.50| 0.50000 1175.00| 0.51000 1198.50 Dotted Traffic Stripe Removed (Plastic) | | | 0720 703A002 3000.000 SQFT| 2.58000 7740.00| 2.50000 7500.00| 2.53000 7590.00 Traffic Control Markings, Class 2, Type | | | A | | | 0730 703C001 3000.000 SQFT| 3.09000 9270.00| 3.00000 9000.00| 3.03000 9090.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0740 703D001 12000.000 SQFT| 1.34000 16080.00| 1.30000 15600.00| 1.31000 15720.00 Temporary Traffic Control Markings | | | 0750 705A011 8312.000 EACH| 5.15000 42806.80| 5.00000 41560.00| 5.05000 41975.60 Pavement Markers, Class C, Type 1-A | | | 0760 705A012 1668.000 EACH| 5.15000 8590.20| 5.00000 8340.00| 5.05000 8423.40 Pavement Markers, Class C, Type 1-B | | | 0770 705A022 1880.000 EACH| 5.15000 9682.00| 5.00000 9400.00| 5.05000 9494.00 Pavement Markers, Class C, Type 2-C | | | 0780 705A030 440.000 EACH| 5.92000 2604.80| 5.75000 2530.00| 5.81000 2556.40 Pavement Markers, Class A-H, Type 2-C | | | 0790 705A031 2013.000 EACH| 5.92000 11916.96| 5.75000 11574.75| 5.81000 11695.53 Pavement Markers, Class A-H, Type 1-A | | | 0800 705A032 6830.000 EACH| 5.92000 40433.60| 5.75000 39272.50| 5.81000 39682.30 Pavement Markers, Class A-H, Type 1-B | | | 0810 707G000 1645.000 EACH| 18.44000 30333.80| 12.75000 20973.75| 8.00000 13160.00 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 08077 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |HASTINGS GENERAL CONTRACTIN |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 721A000 1.000 EACH| 9221.00000 9221.00| 5000.00000 5000.00| 5000.00000 5000.00 Vehicular Impact Attenuator Relocation | | | 0830 726B000 1480.000 LF | 30.90000 45732.00| 35.00000 51800.00| 52.07000 77063.60 Portable Concrete Safety Barriers, Type | | | 6 | | | 0840 726B001 40.000 LF | 51.50000 2060.00| 36.00000 1440.00| 136.00000 5440.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 0850 726D025 4.000 EACH| 11330.00000 45320.00| 2000.00000 8000.00| 16577.00000 66308.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 0860 740B000 3712.000 SQFT| 7.57000 28099.84| 9.00000 33408.00| 8.48000 31477.76 Construction Signs | | | 0870 740C000 230.000 SQFT| 8.65000 1989.50| 11.50000 2645.00| 10.60000 2438.00 Special Construction Signs | | | 0880 740D000 1760.000 EACH| 63.81000 112305.60| 55.00000 96800.00| 79.36000 139673.60 Channelizing Drums | | | 0890 740E000 210.000 EACH| 17.89000 3756.90| 15.00000 3150.00| 15.90000 3339.00 Cones (36 Inches High) | | | 0900 740F002 4.000 EACH| 162.22000 648.88| 180.00000 720.00| 190.80000 763.20 Barricades, Type III | | | 0910 740I005 2.000 EACH| 461.80000 923.60| 350.00000 700.00| 477.00000 954.00 Warning Lights, Type B (Detachable Head | | | 0920 740L004 1320.000 EACH| 127.66000 168511.20| 75.00000 99000.00| 106.00000 139920.00 Vertical Panel Type II, Single-Sided | | | 0930 740M001 210.000 EACH| 1.25000 262.50| 8.00000 1680.00| 8.48000 1780.80 Ballast For Cone | | | 0940 741C010 2.000 EACH| 3675.00000 7350.00| 3500.00000 7000.00| 6000.00000 12000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0950 742A001 2.000 EACH| 11275.00000 22550.00| 12000.00000 24000.00| 12000.00000 24000.00 Portable Changeable Message Sign, Type | | | 0960 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 511,900.00) | | | 0970 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 | $ 11,529,338.23| $ 11,769,308.87| $ 12,303,547.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,529,338.23| $ 11,769,308.87| $ 12,303,547.26 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |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 201A000 LUMP| 78426.37000 78426.37| | Clearing & Grubbing (Approximately 28 | | | Acres) | | | 0020 206C002 3159.000 SQYD| 6.54000 20659.86| | Removing Concrete Slope Paving | | | 0030 206D000 50.000 LF | 26.14000 1307.00| | Removing Pipe | | | 0040 206D001 575.000 LF | 0.58000 333.50| | Removing Guardrail | | | 0050 206E001 53.000 EACH| 653.55000 34638.15| | Removing Inlets | | | 0060 206E008 14.000 EACH| 110.48000 1546.72| | Removing Guardrail End Anchor (All Type | | | 0070 206E042 10.000 EACH| 1307.11000 13071.10| | Removing Inlets (Partial) | | | 0080 210A000 34566.000 CUYD| 10.13000 350153.58| | Unclassified Excavation | | | 0090 214A000 7883.000 CUYD| 10.46000 82456.18| | Structure Excavation | | | 0100 214B001 2970.000 CUYD| 28.76000 85417.20| | Foundation Backfill, Commercial | | | 0110 230A000 660.000 RBST| 197.30000 130218.00| | Roadbed Processing | | | 0120 301A012 115351.000 SQYD| 6.02000 694413.02| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 306B000 1.000 EACH| 7390.75000 7390.75| | State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0140 327E000 24225.000 TON | 33.49000 811295.25| | Permeable Asphalt Treated Base | | | 0150 401A043 115351.000 SQYD| 1.01000 116504.51| | Bituminous Treatment AE | | | 0160 405A000 22775.000 GAL | 0.86000 19586.50| | Tack Coat | | | 0170 408A051 51255.000 SQYD| 3.51000 179905.05| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 410H000 1.000 EACH| 111221.91000 111221.91| | Material Remixing Device | | | 0190 423A002 20466.000 TON | 51.34000 1050724.44| | Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0200 424A281 1283.000 TON | 47.49000 60929.67| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424A288 28699.000 TON | 41.99000 1205071.01| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424B282 15372.000 TON | 37.19000 571684.68| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0230 424B286 1000.000 TON | 50.43000 50430.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B582 18755.000 TON | 34.91000 654737.05| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0250 424C281 38952.000 TON | 34.70000 1351634.40| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0260 530A002 9989.000 LF | 34.90000 348616.10| | 24" Roadway Pipe (Class 3 R.C.) | | | 0270 530A828 72.000 LF | 65.36000 4705.92| | 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | (Extension) | | | 0280 534E000 2301.000 LF | 11.11000 25564.11| | Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening | | | 0290 600A000 LUMP| 661932.78000 661932.78| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 601A000 1.000 EACH| 16241.18000 16241.18| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0310 603A000 1.000 EACH| 22443.24000 22443.24| | Furnishing Type 1 Field Office | | | 0320 605A001 13964.000 LF | 4.95000 69121.80| | Pavement Edge Drain | | | 0330 605A004 32939.000 LF | 5.44000 179188.16| | Pavement Median Drain | | | 0340 605B001 212.000 EACH| 276.19000 58552.28| | Special Underdrain Outlet, Type B | | | 0350 619A003 2.000 EACH| 1176.40000 2352.80| | 24" Roadway Pipe End Treatment, Class 1 | | | 0360 621C020 1.000 EACH| 2091.37000 2091.37| | Inlets, Type Y | | | 0370 621C075 123.000 EACH| 4997.78000 614726.94| | Inlets, Type E4 (Modified) | | | 0380 621D019 1.000 EACH| 522.84000 522.84| | Inlet Units, Type Y | | | 0390 621D047 157.000 EACH| 832.96000 130774.72| | Inlet Units, Type E4 | | | 0400 629A055 15.000 LF | 138.83000 2082.45| | Concrete Median Or Safety Barrier, Type | | | TES (Modified) | | | 0410 629A057 18174.000 LF | 41.00000 745134.00| | Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0420 629A058 14593.000 LF | 55.50000 809911.50| | Concrete Median Or Safety Barrier, Type | | | GS-54(SE) | | | 0430 629A059 28.000 LF | 222.12000 6219.36| | Concrete Median Or Safety Barrier, Type | | | GS-54(PP) | | | 0440 630A001 54.000 LF | 17.68000 954.72| | Steel Beam Guardrail, Class A, Type 2 | | | 0450 630C001 2.000 EACH| 828.58000 1657.16| | Guardrail End Anchor, Type 8 | | | 0460 650A000 375.000 CUYD| 18.30000 6862.50| | Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 652A050 1.000 ACRE| 777.43000 777.43| | Seeding (Mix 1A) | | | 0480 652A053 1.000 ACRE| 888.49000 888.49| | Seeding (Mix 1E) | | | 0490 654A000 200.000 SQYD| 3.89000 778.00| | Solid Sodding | | | 0500 656A000 1.000 ACRE| 777.43000 777.43| | Mulching, Class A, Type 1 | | | 0510 656A001 1.000 ACRE| 944.03000 944.03| | Mulching, Class A, Type 2 | | | 0520 659A000 2500.000 SQYD| 1.78000 4450.00| | Erosion Control Netting, Class A | | | 0530 659A001 2500.000 SQYD| 1.67000 4175.00| | Erosion Control Netting, Class B | | | 0540 665A000 1.000 ACRE| 666.37000 666.37| | Temporary Seeding | | | 0550 665F000 40.000 EACH| 11.11000 444.40| | Hay Bales | | | 0560 665J000 3987.000 LF | 5.23000 20852.01| | Silt Fence, Type A | | | 0570 665N000 2440.000 TON | 39.21000 95672.40| | Temporary Coarse Aggregate For Inlet | | | Protection | | | 0580 666A001 1.000 ACRE| 55.53000 55.53| | Pest Control Treatment | | | 0590 680A000 LUMP| 180000.00000 180000.00| | Engineering Controls | | | 0600 701A028 14.000 MILE| 1610.40000 22545.60| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0610 701A032 14.000 MILE| 1610.40000 22545.60| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0620 701A041 13.000 MILE| 1055.09000 13716.17| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0630 701B009 2350.000 LF | 0.89000 2091.50| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 701C000 50.000 MILE| 477.57000 23878.50| | Broken Temporary Traffic Stripe | | | 0650 701C001 108.000 MILE| 599.73000 64770.84| | Solid Temporary Traffic Stripe | | | 0660 701C006 17.000 MILE| 7552.20000 128387.40| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0670 701D008 13.000 MILE| 1943.58000 25266.54| | Solid Traffic Stripe Removed (Plastic) | | | 0680 701D009 17.000 MILE| 1110.62000 18880.54| | Solid Traffic Stripe Removed (Tape) | | | 0690 701D015 13.000 MILE| 1665.93000 21657.09| | Broken Traffic Stripe Removed (Plastic) | | | 0700 701F004 9400.000 LF | 0.28000 2632.00| | Dotted Temporary Traffic Stripe | | | 0710 701H011 2350.000 LF | 0.56000 1316.00| | Dotted Traffic Stripe Removed (Plastic) | | | 0720 703A002 3000.000 SQFT| 2.78000 8340.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0730 703C001 3000.000 SQFT| 3.33000 9990.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0740 703D001 12000.000 SQFT| 1.45000 17400.00| | Temporary Traffic Control Markings | | | 0750 705A011 8312.000 EACH| 5.55000 46131.60| | Pavement Markers, Class C, Type 1-A | | | 0760 705A012 1668.000 EACH| 5.55000 9257.40| | Pavement Markers, Class C, Type 1-B | | | 0770 705A022 1880.000 EACH| 5.55000 10434.00| | Pavement Markers, Class C, Type 2-C | | | 0780 705A030 440.000 EACH| 6.39000 2811.60| | Pavement Markers, Class A-H, Type 2-C | | | 0790 705A031 2013.000 EACH| 6.39000 12863.07| | Pavement Markers, Class A-H, Type 1-A | | | 0800 705A032 6830.000 EACH| 6.39000 43643.70| | Pavement Markers, Class A-H, Type 1-B | | | 0810 707G000 1645.000 EACH| 8.18000 13456.10| | Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20030425002 COUNTIES : ST. CLAIR LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 721A000 1.000 EACH| 6429.89000 6429.89| | Vehicular Impact Attenuator Relocation | | | 0830 726B000 1480.000 LF | 59.43000 87956.40| | Portable Concrete Safety Barriers, Type | | | 6 | | | 0840 726B001 40.000 LF | 160.44000 6417.60| | Portable Concrete Safety Barriers, Type | | | 6-A | | | 0850 726D025 4.000 EACH| 12953.30000 51813.20| | Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 0860 740B000 3712.000 SQFT| 8.18000 30364.16| | Construction Signs | | | 0870 740C000 230.000 SQFT| 9.35000 2150.50| | Special Construction Signs | | | 0880 740D000 1760.000 EACH| 68.97000 121387.20| | Channelizing Drums | | | 0890 740E000 210.000 EACH| 10.52000 2209.20| | Cones (36 Inches High) | | | 0900 740F002 4.000 EACH| 175.36000 701.44| | Barricades, Type III | | | 0910 740I005 2.000 EACH| 499.19000 998.38| | Warning Lights, Type B (Detachable Head | | | 0920 740L004 1320.000 EACH| 125.23000 165303.60| | Vertical Panel Type II, Single-Sided | | | 0930 740M001 210.000 EACH| 7.01000 1472.10| | Ballast For Cone | | | 0940 741C010 2.000 EACH| 3974.84000 7949.68| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0950 742A001 2.000 EACH| 12187.57000 24375.14| | Portable Changeable Message Sign, Type | | | 0960 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 511,900.00) | | | 0970 999 000 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 12,739,036.66| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,739,036.66| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20030425003 COUNTIES : MARSHALL LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0053(502) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#53 (U.S.#231) from the Cullman county line to the north city limits of Arab. Length 4.460 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,915,418.34 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030425003 COUNTIES : MARSHALL LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 41865.000 SQYD| 0.67000 28049.55| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 7024.000 GAL | 1.40000 9833.60| | Tack Coat | | | 0030 408A051 188861.000 SQYD| 0.52000 98207.72| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A053 1720.000 SQYD| 1.35000 2322.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410A002 1.000 EACH| 25278.00000 25278.00| | Profilograph | | | 0060 424A360 10389.000 TON | 37.86000 393327.54| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A367 3245.000 TON | 38.86000 126100.70| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 20777.000 TON | 29.89000 621024.53| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B659 2580.000 TON | 29.89000 77116.20| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B040 1720.000 TON | 11.70000 20124.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0110 600A000 LUMP| 215000.00000 215000.00| | Mobilization | | | 0120 701C000 18.000 MILE| 420.00000 7560.00| | Broken Temporary Traffic Stripe | | | 0130 701C001 36.000 MILE| 520.00000 18720.00| | Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030425003 COUNTIES : MARSHALL LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 702A040 9.000 MILE| 1995.00000 17955.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A041 9.000 MILE| 3995.00000 35955.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 9.000 MILE| 3995.00000 35955.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 22900.000 LF | 2.05000 46945.00| | Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 8270.000 SQFT| 2.50000 20675.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 1280.000 SQFT| 3.50000 4480.00| | Traffic Control Legends, Class 2, Type | | | 0200 705A030 30.000 EACH| 5.75000 172.50| | Pavement Markers, Class A-H, Type 2-C | | | 0210 705A031 916.000 EACH| 5.75000 5267.00| | Pavement Markers, Class A-H, Type 1-A | | | 0220 705A032 104.000 EACH| 5.75000 598.00| | Pavement Markers, Class A-H, Type 1-B | | | 0230 730H001 14300.000 LF | 3.50000 50050.00| | Loop Wire | | | 0240 730I001 17400.000 LF | 1.00000 17400.00| | Loop Detector Lead-In-Cable | | | 0250 730K000 2.000 EACH| 250.00000 500.00| | Traffic Signal Junction Box | | | 0260 740B000 1164.000 SQFT| 8.00000 9312.00| | Construction Signs | | | 0270 740C000 64.000 SQFT| 10.00000 640.00| | Special Construction Signs | | | 0280 740D000 250.000 EACH| 25.00000 6250.00| | Channelizing Drums | | | 0290 740E000 200.000 EACH| 8.00000 1600.00| | Cones (36 Inches High) | | | 0300 740M001 200.000 EACH| 5.00000 1000.00| | Ballast For Cone | | | 0310 741C010 3.000 EACH| 6000.00000 18000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030425003 COUNTIES : MARSHALL LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 88,900.00) | | | SECTION TOTALS | $ 1,915,418.34| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,915,418.34| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20030425006 COUNTIES : CHILTON LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-65-2(148) for constructing the Planing, Resurfacing, and Traffic Stripe on I-65 from south of Jemison (MP 216.476) to the Shelby County line (MP 225.873). Length - 9.396 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 4,071,161.34 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 4,100,024.52 100.7090% 3 01087 APAC-SOUTHEAST, INC. $ 4,645,353.18 114.1039% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030425006 COUNTIES : CHILTON LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04013 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |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 201A000 LUMP| 30000.00000 30000.00| 15127.67000 15127.67| 14000.00000 14000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206D001 7365.000 LF | 0.25000 1841.25| 1.27000 9353.55| 0.80000 5892.00 Removing Guardrail | | | 0030 210A000 500.000 CUYD| 11.50000 5750.00| 31.52000 15760.00| 17.13000 8565.00 Unclassified Excavation | | | 0040 210D021 23450.000 CUYD| 4.50000 105525.00| 13.77000 322906.50| 10.75000 252087.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 405A000 31018.000 GAL | 0.85000 26365.30| 1.07000 33189.26| 0.92000 28536.56 Tack Coat | | | 0060 408A052 301936.000 SQYD| 0.56000 169084.16| 0.66000 199277.76| 1.37000 413652.32 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A053 1750.000 SQYD| 4.25000 7437.50| 1.93000 3377.50| 2.94000 5145.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 410H000 1.000 EACH| 70000.00000 70000.00| 78588.30000 78588.30| 82500.00000 82500.00 Material Remixing Device | | | 0090 420A011 13556.000 TON | 52.25000 708301.00| 58.48000 792754.88| 52.40000 710334.40 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0100 423A002 26995.000 TON | 51.00000 1376745.00| 42.24000 1140268.80| 46.00000 1241770.00 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0110 424A284 400.000 TON | 75.00000 30000.00| 49.97000 19988.00| 62.25000 24900.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424A287 20.000 TON | 150.00000 3000.00| 79.47000 1589.40| 126.50000 2530.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0130 424A361 9327.000 TON | 32.50000 303127.50| 33.02000 307977.54| 35.45000 330642.15 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030425006 COUNTIES : CHILTON LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04013 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424A364 200.000 TON | 75.00000 15000.00| 68.55000 13710.00| 100.00000 20000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424A367 20.000 TON | 150.00000 3000.00| 79.47000 1589.40| 85.45000 1709.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B289 3633.000 TON | 52.50000 190732.50| 36.71000 133367.43| 53.00000 192549.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0170 424B659 1399.000 TON | 42.50000 59457.50| 39.49000 55246.51| 41.00000 57359.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424C361 308.000 TON | 44.00000 13552.00| 38.70000 11919.60| 45.80000 14106.40 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 428C000 194400.000 LF | 0.09000 17496.00| 0.20000 38880.00| 0.13000 25272.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0200 534A000 250.000 EACH| 30.00000 7500.00| 226.68000 56670.00| 26.25000 6562.50 Cleaning Pipe Underdrain Outlets | | | 0210 600A000 LUMP| 250000.00000 250000.00| 69488.42000 69488.42| 490000.00000 490000.00 Mobilization | | | 0220 601A000 1.000 EACH| 17750.00000 17750.00| 12606.39000 12606.39| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0230 605B000 14.000 EACH| 200.00000 2800.00| 307.99000 4311.86| 365.00000 5110.00 Special Underdrain Outlet, Type A | | | 0240 606A000 500.000 LF | 17.00000 8500.00| 12.32000 6160.00| 15.75000 7875.00 6" Underdrain Pipe | | | 0250 629A034 80.000 LF | 150.00000 12000.00| 98.56000 7884.80| 141.00000 11280.00 Concrete Median Or Safety Barrier, Type | | | 4A | | | 0260 630A001 8036.000 LF | 10.50000 84378.00| 11.64000 93539.04| 10.50000 84378.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030425006 COUNTIES : CHILTON LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04013 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 630C001 21.000 EACH| 500.00000 10500.00| 579.02000 12159.42| 612.00000 12852.00 Guardrail End Anchor, Type 8 | | | 0280 630C003 2.000 EACH| 1000.00000 2000.00| 1100.13000 2200.26| 1050.00000 2100.00 Guardrail End Anchor, Type 13 | | | 0290 630C050 14.000 EACH| 1500.00000 21000.00| 1482.28000 20751.92| 1440.00000 20160.00 Guardrail End Anchor, Type 20 Series | | | 0300 630C070 37.000 EACH| 1300.00000 48100.00| 1273.83000 47131.71| 1225.00000 45325.00 Guardrail End Anchor, Type 10 Series | | | 0310 652A054 11.000 ACRE| 340.00000 3740.00| 397.92000 4377.12| 350.00000 3850.00 Seeding (Mix 2A) | | | 0320 652A056 11.000 ACRE| 385.00000 4235.00| 450.59000 4956.49| 400.00000 4400.00 Seeding (Mix 2E) | | | 0330 654A001 11600.000 SQYD| 3.25000 37700.00| 3.80000 44080.00| 3.50000 40600.00 Solid Sodding (Bermuda) | | | 0340 656A000 22.000 ACRE| 370.00000 8140.00| 433.03000 9526.66| 385.00000 8470.00 Mulching, Class A, Type 1 | | | 0350 665F000 100.000 EACH| 5.10000 510.00| 5.97000 597.00| 5.30000 530.00 Hay Bales | | | 0360 665J000 3472.000 LF | 3.00000 10416.00| 3.51000 12186.72| 3.15000 10936.80 Silt Fence, Type A | | | 0370 666A001 16.000 ACRE| 10.00000 160.00| 11.70000 187.20| 10.50000 168.00 Pest Control Treatment | | | 0380 680A000 LUMP| 20000.00000 20000.00| 45089.33000 45089.33| 48000.00000 48000.00 Engineering Controls | | | 0390 701C000 58.000 MILE| 420.00000 24360.00| 491.55000 28509.90| 445.00000 25810.00 Broken Temporary Traffic Stripe | | | 0400 701C001 90.000 MILE| 530.00000 47700.00| 620.29000 55826.10| 560.00000 50400.00 Solid Temporary Traffic Stripe | | | 0410 701G125 492.000 LF | 4.34000 2135.28| 5.08000 2499.36| 4.60000 2263.20 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0420 701G133 492.000 LF | 4.45000 2189.40| 5.21000 2563.32| 4.70000 2312.40 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0430 701H000 984.000 LF | 1.00000 984.00| 1.17000 1151.28| 1.05000 1033.20 Solid Traffic Stripe Removed (Paint) | | | 0440 702A040 19.000 MILE| 2250.00000 42750.00| 2633.29000 50032.51| 2385.00000 45315.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030425006 COUNTIES : CHILTON LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04013 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 702A041 20.000 MILE| 4600.00000 92000.00| 5383.61000 107672.20| 4880.00000 97600.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0460 702A043 20.000 MILE| 4600.00000 92000.00| 5383.61000 107672.20| 4880.00000 97600.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0470 702B011 1914.000 LF | 2.00000 3828.00| 2.34000 4478.76| 2.10000 4019.40 Dotted Profiled Traffic Stripe (6" Wide | | | 0480 703A002 2063.000 SQFT| 2.25000 4641.75| 2.63000 5425.69| 2.35000 4848.05 Traffic Control Markings, Class 2, Type | | | A | | | 0490 703D001 264.000 SQFT| 1.30000 343.20| 1.52000 401.28| 1.35000 356.40 Temporary Traffic Control Markings | | | 0500 705A030 299.000 EACH| 5.50000 1644.50| 6.44000 1925.56| 5.80000 1734.20 Pavement Markers, Class A-H, Type 2-C | | | 0510 705A031 1344.000 EACH| 5.50000 7392.00| 6.44000 8655.36| 5.80000 7795.20 Pavement Markers, Class A-H, Type 1-A | | | 0520 705A032 112.000 EACH| 5.50000 616.00| 6.44000 721.28| 5.80000 649.60 Pavement Markers, Class A-H, Type 1-B | | | 0530 705A037 22.000 EACH| 5.50000 121.00| 6.44000 141.68| 5.80000 127.60 Pavement Markers, Class A-H, Type 2-D | | | 0540 740B000 1657.000 SQFT| 7.00000 11599.00| 8.62000 14283.34| 7.80000 12924.60 Construction Signs | | | 0550 740C000 103.000 SQFT| 8.00000 824.00| 9.24000 951.72| 8.90000 916.70 Special Construction Signs | | | 0560 740D000 400.000 EACH| 50.00000 20000.00| 65.29000 26116.00| 100.00000 40000.00 Channelizing Drums | | | 0570 740E000 50.000 EACH| 10.79000 539.50| 11.83000 591.50| 12.00000 600.00 Cones (36 Inches High) | | | 0580 740M001 50.000 EACH| 7.00000 350.00| 7.39000 369.50| 6.00000 300.00 Ballast For Cone | | | 0590 741C010 2.000 EACH| 4550.00000 9100.00| 4311.82000 8623.64| 1200.00000 2400.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0600 742A001 2.000 EACH| 9500.00000 19000.00| 10717.95000 21435.90| 3000.00000 6000.00 Portable Changeable Message Sign, Type | | | 0610 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 192,000) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030425006 COUNTIES : CHILTON LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04013 |( 3 ) 01087 |WIREGRASS CONSTRUCTION COMP |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,071,161.34| $ 4,100,024.52| $ 4,645,353.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,071,161.34| $ 4,100,024.52| $ 4,645,353.18 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 CONTRACT TIME : 07/01/04 COMPLETION DATE CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : NHF-I059(315) for constructing the Additional Lanes and Bridge Widening on I-59 from MP 86.63 near the Brookwood Interchange to MP 91.76. Length - 5.130 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 14,836,175.99 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 16,857,830.73 113.6265% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 201A000 LUMP| 254100.00000 254100.00| 486000.00000 486000.00| Clearing & Grubbing (Approximately 65 | | | Acres) | | | 0020 201C000 LUMP| 78750.00000 78750.00| 471000.00000 471000.00| Clearing | | | 0030 206A050 LUMP| 52500.00000 52500.00| 50000.00000 50000.00| Removal Of Old Bridge, (Partial) Sta. | | | 493+87.1417 SBL | | | 0040 206A051 LUMP| 52500.00000 52500.00| 50000.00000 50000.00| Removal Of Old Bridge, (Partial) Sta. | | | 492+71.5417 NBL | | | 0050 206C003 400.000 SQYD| 4.20000 1680.00| 4.00000 1600.00| Removing Concrete Flumes | | | 0060 206C016 200.000 SQYD| 10.50000 2100.00| 10.00000 2000.00| Removing Concrete Slope Paving (Under | | | Bridges) | | | 0070 206D001 10850.000 LF | 0.79000 8571.50| 0.75000 8137.50| Removing Guardrail | | | 0080 206D010 60.000 LF | 157.50000 9450.00| 150.00000 9000.00| Removing Safety Barrier | | | 0090 206E000 18.000 EACH| 525.00000 9450.00| 500.00000 9000.00| Removing Headwalls | | | 0100 206E001 12.000 EACH| 525.00000 6300.00| 500.00000 6000.00| Removing Inlets | | | 0110 206E013 6.000 EACH| 84.00000 504.00| 80.00000 480.00| Removing Guardrail End Anchor (Type 13) | | | 0120 206E016 7.000 EACH| 84.00000 588.00| 80.00000 560.00| Removing Guardrail End Anchor (Type 8) | | | 0130 206E019 29.000 EACH| 84.00000 2436.00| 80.00000 2320.00| Removing Guardrail End Anchor (Type 10) | | | 0140 210A000 158357.000 CUYD| 3.94000 623926.58| 3.75000 593838.75| Unclassified Excavation | | | 0150 210D011 129221.000 CUYD| 6.30000 814092.30| 6.00000 775326.00| Borrow Excavation (A-4 or Better) | | | 0160 214A000 4630.000 CUYD| 6.30000 29169.00| 6.00000 27780.00| Structure Excavation | | | 0170 214B001 1550.000 CUYD| 10.50000 16275.00| 10.00000 15500.00| Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 215A000 67.000 CUYD| 15.75000 1055.25| 15.00000 1005.00| Unclassified Bridge Excavation | | | 0190 215B000 LUMP| 15750.00000 15750.00| 15000.00000 15000.00| Cofferdams Or Sheeting And Shoring, Sta | | | 493+87.1417 SBL | | | 0200 215B001 LUMP| 15750.00000 15750.00| 15000.00000 15000.00| Cofferdams Or Sheeting And Shoring, Sta | | | 492+71.5417 NBL | | | 0210 230A000 536.000 RBST| 409.58000 219534.88| 236.00000 126496.00| Roadbed Processing | | | 0220 301A012 159172.000 SQYD| 5.51000 877037.72| 5.12000 814960.64| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0230 301E008 100.000 TON | 21.93000 2193.00| 20.00000 2000.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0240 306A000 1.000 EACH| 6300.00000 6300.00| 7500.00000 7500.00| Portable Nuclear Moisture-Density | | | Testing Device | | | 0250 327E000 30800.000 TON | 31.47000 969276.00| 36.37000 1120196.00| Permeable Asphalt Treated Base | | | 0260 401A000 210.000 SQYD| 3.03000 636.30| 0.41000 86.10| Bituminous Treatment A | | | 0270 401A043 148425.000 SQYD| 1.04000 154362.00| 1.07000 158814.75| Bituminous Treatment AE | | | 0280 405A000 32403.000 GAL | 1.13000 36615.39| 1.15000 37263.45| Tack Coat | | | 0290 408A052 209709.000 SQYD| 1.13000 236971.17| 0.60000 125825.40| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0300 408A055 21437.000 SQYD| 2.77000 59380.49| 0.78000 16720.86| Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0310 410C000 1.000 EACH| 1265.00000 1265.00| 15000.00000 15000.00| Contractor Retained Profilograph | | | 0320 410H000 1.000 EACH| 175340.00000 175340.00| 150000.00000 150000.00| Material Remixing Device | | | 0330 420A011 10975.000 TON | 64.24000 705034.00| 60.00000 658500.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 423A002 31660.000 TON | 50.09000 1585849.40| 47.56000 1505749.60| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0350 423B000 25768.000 TON | 45.76000 1179143.68| 46.83000 1206715.44| Stone Matrix Asphalt Binder Layer, 1 | | | 1/2" Maximum Aggregate Size | | | 0360 424A287 5780.000 TON | 38.00000 219640.00| 45.63000 263741.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0370 424A367 2765.000 TON | 38.38000 106120.70| 45.63000 126166.95| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0380 424B582 26367.000 TON | 32.60000 859564.20| 37.14000 979270.38| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0390 424B586 100.000 TON | 76.10000 7610.00| 80.00000 8000.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0400 424C281 45520.000 TON | 32.44000 1476668.80| 37.45000 1704724.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0410 428C000 107289.000 LF | 0.09000 9656.01| 0.14000 15020.46| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0420 450B000 235.000 SQYD| 68.25000 16038.75| 65.00000 15275.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0430 455A000 330.000 SQYD| 15.75000 5197.50| 20.00000 6600.00| Grinding Concrete Pavement | | | 0440 502A000 32780.000 LB | 0.53000 17373.40| 0.50000 16390.00| Steel Reinforcement | | | 0450 502B000 LUMP| 11550.00000 11550.00| 11000.00000 11000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 493+87.1417 SBL, | | | Approximately | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 502B001 LUMP| 11550.00000 11550.00| 11000.00000 11000.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 492+71.5417 NBL, | | | Approximately | | | 0470 505G002 24.000 EACH| 105.00000 2520.00| 100.00000 2400.00| Pile Points (Type A, 10") | | | 0480 505G003 16.000 EACH| 115.50000 1848.00| 110.00000 1760.00| Pile Points (Type A, 12") | | | 0490 505M000 799.000 LF | 22.05000 17617.95| 21.00000 16779.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0500 505M002 259.000 LF | 25.20000 6526.80| 24.00000 6216.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0510 508A000 5280.000 LB | 2.10000 11088.00| 2.00000 10560.00| Structural Steel | | | 0520 510A000 107.000 CUYD| 210.00000 22470.00| 200.00000 21400.00| Bridge Substructure Concrete, Class A | | | 0530 510C051 LUMP| 36750.00000 36750.00| 35000.00000 35000.00| Bridge Concrete Superstructure, Sta. | | | 493+87.1417 SBL, Approximately 79 | | | 0540 510C052 LUMP| 36750.00000 36750.00| 35000.00000 35000.00| Bridge Concrete Superstructure, Sta. | | | 492+71.5417 NBL, Approximately 79 | | | 0550 511A001 24.000 EACH| 105.00000 2520.00| 100.00000 2400.00| Elastomeric Bearings, Type 2 | | | 0560 513B004 610.000 LF | 94.50000 57645.00| 90.00000 54900.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0570 524B011 99.000 CUYD| 517.65000 51247.35| 493.00000 48807.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0580 530A002 26.000 LF | 33.60000 873.60| 32.00000 832.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0590 530A003 32.000 LF | 42.00000 1344.00| 40.00000 1280.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0600 530A004 132.000 LF | 36.75000 4851.00| 35.00000 4620.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0610 530A006 59.000 LF | 57.75000 3407.25| 55.00000 3245.00| 48" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 530A009 37.000 LF | 131.25000 4856.25| 125.00000 4625.00| 66" Roadway Pipe (Class 3 R.C.) | | | 0630 530A102 134.000 LF | 26.25000 3517.50| 25.00000 3350.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0640 530A104 76.000 LF | 42.00000 3192.00| 40.00000 3040.00| 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0650 530A105 161.000 LF | 68.25000 10988.25| 65.00000 10465.00| 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0660 530A107 49.000 LF | 131.25000 6431.25| 125.00000 6125.00| 54" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0670 533A099 4232.000 LF | 31.50000 133308.00| 30.00000 126960.00| 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0680 600A000 LUMP| 568500.00000 568500.00| 1750000.00000 1750000.00| Mobilization | | | 0690 601A000 1.000 EACH| 11750.00000 11750.00| 12000.00000 12000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0700 605A002 47415.000 LF | 3.94000 186815.10| 2.96000 140348.40| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0710 605B000 95.000 EACH| 288.75000 27431.25| 175.00000 16625.00| Special Underdrain Outlet, Type A | | | 0720 605B001 14.000 EACH| 210.00000 2940.00| 200.00000 2800.00| Special Underdrain Outlet, Type B | | | 0730 606A000 6230.000 LF | 8.93000 55633.90| 9.00000 56070.00| 6" Underdrain Pipe | | | 0740 610C001 500.000 TON | 26.25000 13125.00| 25.00000 12500.00| Loose Riprap, Class 2 | | | 0750 610D003 400.000 SQYD| 3.15000 1260.00| 3.00000 1200.00| Filter Blanket, Geotextile | | | 0760 614A000 170.000 CUYD| 220.50000 37485.00| 210.00000 35700.00| Slope Paving | | | 0770 614A001 46.000 CUYD| 252.00000 11592.00| 240.00000 11040.00| Slope Paving (Under Bridges) | | | 0780 617A000 3000.000 SQYD| 4.99000 14970.00| 3.00000 9000.00| Bituminous Treated Glass Fiber Flumes | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 619A003 6.000 EACH| 682.50000 4095.00| 525.00000 3150.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0800 619A004 1.000 EACH| 787.50000 787.50| 680.00000 680.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0810 619A005 4.000 EACH| 945.00000 3780.00| 1035.00000 4140.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0820 619A006 3.000 EACH| 1155.00000 3465.00| 1100.00000 3300.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0830 619A007 1.000 EACH| 1575.00000 1575.00| 1500.00000 1500.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0840 619A008 1.000 EACH| 1890.00000 1890.00| 2000.00000 2000.00| 54" Roadway Pipe End Treatment, Class 1 | | | 0850 619A010 1.000 EACH| 2625.00000 2625.00| 2100.00000 2100.00| 66" Roadway Pipe End Treatment, Class 1 | | | 0860 619A055 1.000 EACH| 1050.00000 1050.00| 1500.00000 1500.00| 36" Roadway Pipe End Treatment, Class 2 | | | 0870 620A000 5.000 CUYD| 1312.50000 6562.50| 1250.00000 6250.00| Minor Structure Concrete | | | 0880 621A004 2.000 EACH| 4200.00000 8400.00| 3400.00000 6800.00| Junction Boxes, Type 4 | | | 0890 621A005 5.000 EACH| 2625.00000 13125.00| 2700.00000 13500.00| Junction Boxes, Type 1 | | | 0900 621B004 3.000 EACH| 787.50000 2362.50| 1000.00000 3000.00| Junction Box Units, Type 4 | | | 0910 621C020 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| Inlets, Type Y | | | 0920 621C069 7.000 EACH| 3150.00000 22050.00| 3000.00000 21000.00| Inlets, Type E3 | | | 0930 621C070 19.000 EACH| 5250.00000 99750.00| 5000.00000 95000.00| Inlets, Type E4 | | | 0940 621D019 2.000 EACH| 525.00000 1050.00| 500.00000 1000.00| Inlet Units, Type Y | | | 0950 621D046 3.000 EACH| 787.50000 2362.50| 750.00000 2250.00| Inlet Units, Type E3 | | | 0960 621D047 11.000 EACH| 787.50000 8662.50| 750.00000 8250.00| Inlet Units, Type E4 | | | 0970 629A005 80.000 LF | 42.00000 3360.00| 40.00000 3200.00| Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 629A055 10.000 LF | 131.25000 1312.50| 125.00000 1250.00| Concrete Median Or Safety Barrier, Type | | | TES (Modified) | | | 0990 629A057 7498.000 LF | 46.20000 346407.60| 44.00000 329912.00| Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 1000 629A058 2165.000 LF | 68.25000 147761.25| 65.00000 140725.00| Concrete Median Or Safety Barrier, Type | | | GS-54(SE) | | | 1010 630A001 10650.000 LF | 9.92000 105648.00| 9.95000 105967.50| Steel Beam Guardrail, Class A, Type 2 | | | 1020 630C001 5.000 EACH| 577.50000 2887.50| 550.00000 2750.00| Guardrail End Anchor, Type 8 | | | 1030 630C003 6.000 EACH| 997.50000 5985.00| 950.00000 5700.00| Guardrail End Anchor, Type 13 | | | 1040 630C050 6.000 EACH| 1354.50000 8127.00| 1290.00000 7740.00| Guardrail End Anchor, Type 20 Series | | | 1050 630C070 21.000 EACH| 1155.00000 24255.00| 1100.00000 23100.00| Guardrail End Anchor, Type 10 Series | | | 1060 631F000 3225.000 LF | 2.89000 9320.25| 4.90000 15802.50| Steel Beam Guardrail Class A, Type 1 | | | Relocated | | | 1070 631F001 500.000 LF | 2.89000 1445.00| 4.90000 2450.00| Steel Beam Guardrail Class A, Type 2 | | | Relocated | | | 1080 631G008 2.000 EACH| 420.00000 840.00| 400.00000 800.00| Guardrail End Anchor Type 8 Relocated | | | 1090 631G009 4.000 EACH| 535.50000 2142.00| 510.00000 2040.00| Guardrail End Anchor, Type 10 Series | | | Relocated | | | 1100 631G015 1.000 EACH| 472.50000 472.50| 450.00000 450.00| Guardrail End Anchor Type 20 Series | | | Relocated | | | 1110 650A000 27450.000 CUYD| 6.30000 172935.00| 6.00000 164700.00| Topsoil | | | 1120 651B000 152.000 TON | 39.37000 5984.24| 75.00000 11400.00| Agricultural Limestone | | | 1130 652A054 32.000 ACRE| 682.50000 21840.00| 450.00000 14400.00| Seeding (Mix 2A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1140 652A056 5.000 ACRE| 682.50000 3412.50| 450.00000 2250.00| Seeding (Mix 2E) | | | 1150 652B053 15.000 ACRE| 525.00000 7875.00| 500.00000 7500.00| Temporary Seeding (Mix 2AT) | | | 1160 652C000 52.000 ACRE| 52.50000 2730.00| 100.00000 5200.00| Mowing | | | 1170 652D054 15.000 ACRE| 682.50000 10237.50| 400.00000 6000.00| Seeding In Stubble (Mix 2A) | | | 1180 654A001 345.000 SQYD| 5.25000 1811.25| 3.50000 1207.50| Solid Sodding (Bermuda) | | | 1190 656A000 47.000 ACRE| 420.00000 19740.00| 450.00000 21150.00| Mulching, Class A, Type 1 | | | 1200 656A001 5.000 ACRE| 420.00000 2100.00| 450.00000 2250.00| Mulching, Class A, Type 2 | | | 1210 658A002 24.000 ACRE| 1155.00000 27720.00| 1100.00000 26400.00| Hydro-Seeding & Mulching (Mix 2E) | | | 1220 665O000 LUMP| 315000.00000 315000.00| 300000.00000 300000.00| Temporary Erosion Control | | | 1230 666A001 40.000 ACRE| 36.75000 1470.00| 10.00000 400.00| Pest Control Treatment | | | 1240 680A000 LUMP| 194250.00000 194250.00| 500000.00000 500000.00| Engineering Controls | | | 1250 701A031 1.000 MILE| 2100.00000 2100.00| 2000.00000 2000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 1260 701A035 1.000 MILE| 2625.00000 2625.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 1270 701B005 600.000 LF | 1.05000 630.00| 1.00000 600.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 1280 701C000 41.000 MILE| 451.50000 18511.50| 430.00000 17630.00| Broken Temporary Traffic Stripe | | | 1290 701C001 42.000 MILE| 567.00000 23814.00| 540.00000 22680.00| Solid Temporary Traffic Stripe | | | 1300 701C006 20.000 MILE| 7140.00000 142800.00| 6800.00000 136000.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1310 701C009 7.000 MILE| 3045.00000 21315.00| 2900.00000 20300.00| Broken Temporary Traffic | | | Stripe(Removable Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1320 701D008 12.000 MILE| 1837.50000 22050.00| 1750.00000 21000.00| Solid Traffic Stripe Removed (Plastic) | | | 1330 701D009 21.000 MILE| 1050.00000 22050.00| 1000.00000 21000.00| Solid Traffic Stripe Removed (Tape) | | | 1340 701D015 11.000 MILE| 1575.00000 17325.00| 1500.00000 16500.00| Broken Traffic Stripe Removed (Plastic) | | | 1350 701D016 7.000 MILE| 1050.00000 7350.00| 1000.00000 7000.00| Broken Traffic Stripe Removed (Tape) | | | 1360 701G121 630.000 LF | 2.15000 1354.50| 2.05000 1291.50| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1370 701G125 315.000 LF | 5.52000 1738.80| 5.26000 1656.90| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1380 701G133 315.000 LF | 5.67000 1786.05| 5.40000 1701.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1390 702A040 21.000 MILE| 2415.00000 50715.00| 2300.00000 48300.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1400 702A041 12.000 MILE| 4777.50000 57330.00| 4550.00000 54600.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1410 702A043 12.000 MILE| 4777.50000 57330.00| 4550.00000 54600.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1420 702B011 1800.000 LF | 2.31000 4158.00| 2.20000 3960.00| Dotted Profiled Traffic Stripe (6" Wide | | | 1430 703A002 11800.000 SQFT| 2.62000 30916.00| 2.50000 29500.00| Traffic Control Markings, Class 2, Type | | | A | | | 1440 703C001 12000.000 SQFT| 3.15000 37800.00| 3.00000 36000.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1450 703D000 37.000 SQFT| 12.60000 466.20| 12.00000 444.00| Temporary Traffic Control Markings(Tape | | | 1460 703D001 50.000 SQFT| 1.58000 79.00| 1.50000 75.00| Temporary Traffic Control Markings | | | 1470 705A011 9300.000 EACH| 5.25000 48825.00| 5.00000 46500.00| Pavement Markers, Class C, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1480 705A012 7400.000 EACH| 5.25000 38850.00| 5.00000 37000.00| Pavement Markers, Class C, Type 1-B | | | 1490 705A030 200.000 EACH| 5.78000 1156.00| 5.50000 1100.00| Pavement Markers, Class A-H, Type 2-C | | | 1500 705A031 1900.000 EACH| 5.78000 10982.00| 5.50000 10450.00| Pavement Markers, Class A-H, Type 1-A | | | 1510 705A032 100.000 EACH| 5.78000 578.00| 5.50000 550.00| Pavement Markers, Class A-H, Type 1-B | | | 1520 705A037 50.000 EACH| 5.78000 289.00| 5.50000 275.00| Pavement Markers, Class A-H, Type 2-D | | | 1530 705A038 70.000 EACH| 5.78000 404.60| 5.50000 385.00| Pavement Markers, Class A-H, Type 2-E | | | 1540 707A001 200.000 EACH| 23.10000 4620.00| 22.00000 4400.00| Type 2, Yellow Delineator Installation | | | 1550 707A007 50.000 EACH| 23.10000 1155.00| 22.00000 1100.00| Type 2, Clear Delineator Installation | | | 1560 710A115 96.000 SQFT| 18.90000 1814.40| 18.00000 1728.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1570 710B001 96.000 LF | 9.45000 907.20| 9.00000 864.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1580 726A000 1400.000 LF | 26.25000 36750.00| 25.00000 35000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1590 726A001 20.000 LF | 42.00000 840.00| 40.00000 800.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 1600 726D025 2.000 EACH| 12600.00000 25200.00| 12000.00000 24000.00| Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1610 731A001 2.000 EACH| 5775.00000 11550.00| 5500.00000 11000.00| Traffic Counting Units, Type B | | | 1620 740B000 3703.000 SQFT| 8.06000 29846.18| 7.25000 26846.75| Construction Signs | | | 1630 740C000 388.000 SQFT| 8.35000 3239.80| 7.50000 2910.00| Special Construction Signs | | | 1640 740D000 700.000 EACH| 65.67000 45969.00| 59.00000 41300.00| Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030425007 COUNTIES : TUSCALOOSA LETTING DATE : 04/25/03 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1650 740F002 16.000 EACH| 166.95000 2671.20| 150.00000 2400.00| Barricades, Type III | | | 1660 740I005 8.000 EACH| 420.00000 3360.00| 376.00000 3008.00| Warning Lights, Type B (Detachable Head | | | 1670 740L004 890.000 EACH| 78.75000 70087.50| 70.00000 62300.00| Vertical Panel Type II, Single-Sided | | | 1680 741C010 1.000 EACH| 3465.00000 3465.00| 4000.00000 4000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1690 742A001 4.000 EACH| 8925.00000 35700.00| 16000.00000 64000.00| Portable Changeable Message Sign, Type | | | 1700 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 941,300.00) | | | 1710 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 14,836,175.99| $ 16,857,830.73| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,836,175.99| $ 16,857,830.73| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20030425020 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0001(501) for constructing the Traffic Signal Improvements on S.R.#21 in Anniston. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19060 STONE ELECTRIC COMPANY, INC. $ 840,432.16 100.0000% 2 20003 TEMPLE ELECTRIC COMPANY, INC. $ 950,672.00 113.1170% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030425020 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( ) |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| Mobilization | | | 0020 680A000 LUMP| 10000.00000 10000.00| 1000.00000 1000.00| Engineering Controls | | | 0030 730A012 LUMP| 1200.00000 1200.00| 362.00000 362.00| Removal Of Existing Traffic Control | | | Unit (Partial)( AL 21 (QUINTARD AVENUE) | | | AT P STREET) | | | 0040 730A013 LUMP| 1200.00000 1200.00| 462.00000 462.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT GREENBRIER | | | 0050 730A014 LUMP| 2000.00000 2000.00| 1760.00000 1760.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT E STREET) | | | 0060 730A015 LUMP| 1200.00000 1200.00| 474.00000 474.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT 8TH STREET) | | | 0070 730A016 LUMP| 1600.00000 1600.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT 10TH STREET) | | | 0080 730A017 LUMP| 1600.00000 1600.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT 11TH STREET) | | | 0090 730A018 LUMP| 1600.00000 1600.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUNITARD AVENUE) | | | AT 12TH STREET) | | | 0100 730A019 LUMP| 1600.00000 1600.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT 13TH STREET) | | | 0110 730A020 LUMP| 1600.00000 1600.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT 14TH STREET) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030425020 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( ) |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 730A021 LUMP| 1600.00000 1600.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | 15TH STREET) | | | 0130 730A022 LUMP| 1600.00000 1600.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT 17TH STREET) | | | 0140 730A023 LUMP| 1400.00000 1400.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT 18TH STREET) | | | 0150 730A024 LUMP| 1200.00000 1200.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT 19TH STREET) | | | 0160 730A025 LUMP| 1200.00000 1200.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (QUINTARD AVENUE) | | | AT 22ND STREET) | | | 0170 730A026 LUMP| 2000.00000 2000.00| 1607.00000 1607.00| Removal Of Existing Traffic Control | | | Unit (Partial) (AL 21 (MCCLELLAN | | | BOULEVARD) AT BLUE | | | 0180 730A027 LUMP| 1200.00000 1200.00| 435.00000 435.00| Removal Of Exixting Traffic Control | | | Unit(Partial)( AL 21 (MCCLELLAN | | | BOULEVARD) AT | | | 0190 730A028 LUMP| 1200.00000 1200.00| 435.00000 435.00| Removal Of Existing Traffic Control | | | Unit(Partial)( AL 202 (AT WILMER | | | AVENUE)] | | | 0200 730A029 LUMP| 1200.00000 1200.00| 435.00000 435.00| Removal Of Existing Control | | | Unit(Partial)( AL 202 (AT NOBLE STREET) | | | 0210 730A030 LUMP| 1200.00000 1200.00| 435.00000 435.00| Removal Of Exixting Control | | | Unit(Partial)( AL 202 AT GURNEE AVENUE) | | | 0220 730C001 LUMP| 4447.00000 4447.00| 5536.00000 5536.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (QUINTARD AVENUE) | | | AT P STREET) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030425020 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( ) |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 730C002 LUMP| 4336.00000 4336.00| 5754.00000 5754.00| Furnishing And Installing Traffic | | | Control Unit (AL 21( QUINTARD AVENUE) | | | AT GREENBRIER | | | 0240 730C003 LUMP| 4236.00000 4236.00| 6292.00000 6292.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (QUINTARD AVENUE) | | | AT E STREET) | | | 0250 730C004 LUMP| 827.00000 827.00| 2673.00000 2673.00| Furnishing And Installing Traffic | | | Control Unit (AL 21(QUINTARD AVENUE) AT | | | 8TH STREET) | | | 0260 730C005 LUMP| 827.00000 827.00| 2487.00000 2487.00| Furnishing And Installing Traffic | | | Control Unit (AL 21(QUINTARD AVENUE) AT | | | 10TH STREET) | | | 0270 730C006 LUMP| 827.00000 827.00| 3045.00000 3045.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (QUINTARD AVENUE) | | | AT 11TH STREET) | | | 0280 730C007 LUMP| 250.00000 250.00| 3045.00000 3045.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (QUINTARD AVENUE) | | | AT 12TH STREET) | | | 0290 730C008 LUMP| 250.00000 250.00| 2539.00000 2539.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (QUINTARD AVENUE) | | | AT 13TH STREET) | | | 0300 730C009 LUMP| 300.00000 300.00| 2551.00000 2551.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (QUINTARD AVENUE) | | | AT 14TH STREET) | | | 0310 730C010 LUMP| 300.00000 300.00| 3119.00000 3119.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (QUINTARD AVENUE) | | | AT 15TH STREET) | | | 0320 730C011 LUMP| 300.00000 300.00| 2276.00000 2276.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (QUINTARD AVENUE) | | | AT 17TH STREET) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030425020 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( ) |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 730C012 LUMP| 901.00000 901.00| 2693.00000 2693.00| Furnishing And Installing Traffic | | | Control Unit ( AL 21 (QUINTARD AVENUE) | | | AT 18TH STREET) | | | 0340 730C013 LUMP| 350.00000 350.00| 2340.00000 2340.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (QUINTARD AVENUE) | | | AT 19TH STREET) | | | 0350 730C014 LUMP| 631.00000 631.00| 2062.00000 2062.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (QUINTARD AVENUE) | | | AT 22ND STREET) | | | 0360 730C015 LUMP| 827.00000 827.00| 3136.00000 3136.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (MCCLELLAN | | | BOULEVARD) AT | | | 0370 730C100 LUMP| 771.00000 771.00| 2486.00000 2486.00| Furnishing And Installing Traffic | | | Control Unit (AL 21 (MCCLELLAN | | | BOULEVARD) AT | | | 0380 730C101 LUMP| 991.00000 991.00| 2712.00000 2712.00| Furnishing And Installing Traffic | | | Control Unit (AL 202 AT WILMER AVENUE) | | | 0390 730C102 LUMP| 989.00000 989.00| 3402.00000 3402.00| Furnishing And Installing Traffic | | | Control Unit (AL 202 AT NOBLE STREET) | | | 0400 730C103 LUMP| 350.00000 350.00| 2372.00000 2372.00| Furnishing And Installing Traffic | | | Control Unit (AL 202 AT GURNEE AVENUE) | | | 0410 730E000 23.000 EACH| 1500.00000 34500.00| 2100.00000 48300.00| Metal Traffic Signal Pole Foundation | | | 0420 730G001 23.000 EACH| 3230.00000 74290.00| 3000.00000 69000.00| Metal Traffic Signal Strain Pole | | | 0430 730H001 39269.000 LF | 2.60000 102099.40| 3.50000 137441.50| Loop Wire | | | 0440 730I001 50532.000 LF | 0.43000 21728.76| 1.00000 50532.00| Loop Detector Lead-In-Cable | | | 0450 730J010 191.000 EACH| 177.00000 33807.00| 160.00000 30560.00| Vehicle Loop Detector | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030425020 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( ) |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 730K000 98.000 EACH| 260.00000 25480.00| 275.00000 26950.00| Traffic Signal Junction Box | | | 0470 730L003 40.000 LF | 4.25000 170.00| 4.00000 160.00| 1", Non-Metallic, Conduit | | | 0480 730L005 8054.000 LF | 4.50000 36243.00| 4.00000 32216.00| 2", Non-Metallic, Conduit | | | 0490 730M020 1330.000 LF | 1.00000 1330.00| 3.50000 4655.00| Interconnect Cable, Aerial | | | Self-Supporting, #19 AWG, 6 Pair, REA | | | PE-38 | | | 0500 730N010 23.000 EACH| 400.00000 9200.00| 390.00000 8970.00| Luminaire Extension Assembly, 12 feet | | | 0510 730P022 135.000 EACH| 575.00000 77625.00| 680.00000 91800.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0520 730P024 35.000 EACH| 1005.00000 35175.00| 1230.00000 43050.00| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0530 730Q011 16.000 EACH| 726.00000 11616.00| 670.00000 10720.00| Pedestrian Signal Head, Type LED | | | 0540 730R022 19.000 EACH| 7825.00000 148675.00| 7500.00000 142500.00| Controller Assembly, Type III, 8 Phase | | | 0550 730R030 1.000 EACH| 4240.00000 4240.00| 3000.00000 3000.00| Controller Assembly, Type III, Master | | | 0560 730T000 2.000 EACH| 400.00000 800.00| 400.00000 800.00| Wood Pole | | | 0570 734A012 8720.000 LF | 1.85000 16132.00| 2.50000 21800.00| Cable OSP, Loose Tube, 36F SM | | | 0580 734B005 975.000 LF | 0.76000 741.00| 1.50000 1462.50| Drop Cable OSP 6F SM Central Core | | | 0590 734E026 390.000 LF | 2.00000 780.00| 7.00000 2730.00| Buried Duct HDPE SDR11 2 X 1 1/4 Inch | | | 0600 734G001 28.000 EACH| 35.00000 980.00| 50.00000 1400.00| Connector ST Termination SM | | | 0610 734G005 14.000 EACH| 642.00000 8988.00| 550.00000 7700.00| Splice Closure, Aerial With Trays | | | 0620 734G009 84.000 EACH| 120.00000 10080.00| 55.00000 4620.00| Splicing, Fusion | | | 0630 734N021 14.000 EACH| 2300.00000 32200.00| 2000.00000 28000.00| Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030425020 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 20003 |( ) |STONE ELECTRIC COMPANY, INC |TEMPLE ELECTRIC COMPANY, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 740B000 690.000 SQFT| 9.50000 6555.00| 15.00000 10350.00| Construction Signs | | | 0650 740C000 32.000 SQFT| 10.50000 336.00| 15.00000 480.00| Special Construction Signs | | | 0660 740D000 50.000 EACH| 68.00000 3400.00| 25.00000 1250.00| Channelizing Drums | | | 0670 740E000 200.000 EACH| 10.50000 2100.00| 15.00000 3000.00| Cones (36 Inches High) | | | 0680 740M001 200.000 EACH| 7.00000 1400.00| 1.00000 200.00| Ballast For Cone | | | 0690 740Q000 300.000 LF | 1.50000 450.00| 5.00000 1500.00| Construction Safety Fence | | | 0700 741C010 2.000 EACH| 5663.00000 11326.00| 4500.00000 9000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0710 745A000 200.000 HOUR| 35.00000 7000.00| 30.00000 6000.00| Uniformed Police Officer | | | 0720 756A021 2275.000 LF | 25.00000 56875.00| 30.00000 68250.00| 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 0730 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 32,500.00) | | | SECTION TOTALS | $ 840,432.16| $ 950,672.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 840,432.16| $ 950,672.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20030425021 COUNTIES : HOUSTON LETTING DATE : 04/25/03 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : DOTHAN PROJECT(S) : STPAA-0001(506) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#1 from S.R.#210 (U.S.#231) to Speigner Street in Dothan. Length 3.951 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 821,874.84 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 952,029.52 115.8363% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030425021 COUNTIES : HOUSTON LETTING DATE : 04/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 10483.000 SQYD| 1.50000 15724.50| 1.90000 19917.70| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 3022.000 GAL | 1.46000 4412.12| 2.50000 7555.00| Tack Coat | | | 0030 408A052 100708.000 SQYD| 1.13000 113800.04| 1.25000 125885.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 8310.000 TON | 44.50000 369795.00| 48.50000 403035.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A367 1500.000 TON | 35.75000 53625.00| 49.50000 74250.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 600A000 LUMP| 52500.00000 52500.00| 75000.00000 75000.00| Mobilization | | | 0070 665F000 100.000 EACH| 2.50000 250.00| 7.50000 750.00| Hay Bales | | | 0080 665J000 1000.000 LF | 2.00000 2000.00| 5.00000 5000.00| Silt Fence, Type A | | | 0090 680A000 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| Engineering Controls | | | 0100 701A028 9.000 MILE| 1368.00000 12312.00| 1368.00000 12312.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A041 8.000 MILE| 890.00000 7120.00| 890.00000 7120.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A046 1.000 MILE| 890.00000 890.00| 890.00000 890.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 9.000 MILE| 1560.00000 14040.00| 1560.00000 14040.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701B009 1250.000 LF | 0.85000 1062.50| 0.85000 1062.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030425021 COUNTIES : HOUSTON LETTING DATE : 04/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C000 9.000 MILE| 350.00000 3150.00| 350.00000 3150.00| Broken Temporary Traffic Stripe | | | 0160 701C001 18.000 MILE| 430.00000 7740.00| 430.00000 7740.00| Solid Temporary Traffic Stripe | | | 0170 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Paint) | | | 0180 701D008 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Plastic) | | | 0190 701D014 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Broken Traffic Stripe Removed (Paint) | | | 0200 701D015 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Broken Traffic Stripe Removed (Plastic) | | | 0210 701G125 734.000 LF | 3.33000 2444.22| 3.33000 2444.22| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 734.000 LF | 3.44000 2524.96| 3.44000 2524.96| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 703A002 18690.000 SQFT| 2.10000 39249.00| 2.10000 39249.00| Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 1495.000 SQFT| 2.90000 4335.50| 2.90000 4335.50| Traffic Control Legends, Class 2, Type | | | 0250 703D001 4709.000 SQFT| 1.30000 6121.70| 1.30000 6121.70| Temporary Traffic Control Markings | | | 0260 703E001 532.000 SQFT| 1.30000 691.60| 1.30000 691.60| Temporary Traffic Control Legends | | | 0270 705A030 88.000 EACH| 5.25000 462.00| 5.25000 462.00| Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 559.000 EACH| 5.25000 2934.75| 5.25000 2934.75| Pavement Markers, Class A-H, Type 1-A | | | 0290 705A032 940.000 EACH| 5.25000 4935.00| 5.25000 4935.00| Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 584.000 EACH| 5.25000 3066.00| 5.25000 3066.00| Pavement Markers, Class A-H, Type 2-D | | | 0310 705A038 275.000 EACH| 5.25000 1443.75| 5.25000 1443.75| Pavement Markers, Class A-H, Type 2-E | | | 0320 730H001 20640.000 LF | 2.94000 60681.60| 4.24000 87513.60| Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030425021 COUNTIES : HOUSTON LETTING DATE : 04/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 730K000 22.000 EACH| 250.00000 5500.00| 608.92000 13396.24| Traffic Signal Junction Box | | | 0340 740B000 1376.000 SQFT| 7.35000 10113.60| 7.50000 10320.00| Construction Signs | | | 0350 740E000 150.000 EACH| 18.00000 2700.00| 10.00000 1500.00| Cones (36 Inches High) | | | 0360 740M001 150.000 EACH| 9.00000 1350.00| 5.00000 750.00| Ballast For Cone | | | 0370 740O000 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| Pilot Car | | | 0380 741C010 2.000 EACH| 1000.00000 2000.00| 1200.00000 2400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0390 750D008 200.000 LF | 9.00000 1800.00| 3.17000 634.00| 2" Non-Metallic Conduit | | | 0400 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 35,800.00) | | | SECTION TOTALS | $ 821,874.84| $ 952,029.52| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 821,874.84| $ 952,029.52| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20030425022 COUNTIES : RUSSELL LEE LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0001(507) for constructing the Resurfacing and Traffic Stripe on NHF-0001(508) S.R.#1 (U.S.#431) from the north city limits of Phenix City to near C.R.#87 (MP 122.500). Length 6.770 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,417,781.60 100.0000% 2 05002 EAST ALABAMA PAVING COMPANY, INC. $ 1,431,642.26 100.9776% 3 18030 ROBINSON PAVING COMPANY $ 1,653,237.42 116.6073% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030425022 COUNTIES : RUSSELL LEE LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 05002 |( 3 ) 18030 |APAC-SOUTHEAST, INC. |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 8.000 EACH| 66.20000 529.60| 75.00000 600.00| 50.00000 400.00 Mailbox Reset, Single | | | 0020 401B100 191483.000 SQYD| 0.69000 132123.27| 0.55250 105794.36| 0.57250 109624.02 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 401B107 79785.000 SQYD| 1.56000 124464.60| 1.62000 129251.70| 1.64000 130847.40 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0040 405A000 2250.000 GAL | 1.00000 2250.00| 1.20000 2700.00| 1.25000 2812.50 Tack Coat | | | 0050 408A051 2668.000 SQYD| 5.42000 14460.56| 4.00000 10672.00| 2.00000 5336.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 410H000 1.000 EACH| 16154.49000 16154.49| 71000.00000 71000.00| 25000.00000 25000.00 Material Remixing Device | | | 0070 424A281 17900.000 TON | 31.67000 566893.00| 38.78000 694162.00| 42.00000 751800.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A286 2900.000 TON | 39.93000 115797.00| 44.00000 127600.00| 42.23000 122467.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424A290 2365.000 TON | 39.00000 92235.00| 38.78000 91714.70| 41.10000 97201.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424A366 5100.000 TON | 33.92000 172992.00| 0.00000 0.00| 38.84000 198084.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B285 250.000 TON | 77.51000 19377.50| 65.00000 16250.00| 98.84000 24710.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 600A000 LUMP| 7058.29000 7058.29| 56000.00000 56000.00| 65000.00000 65000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030425022 COUNTIES : RUSSELL LEE LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 05002 |( 3 ) 18030 |APAC-SOUTHEAST, INC. |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A028 15.000 MILE| 1486.25000 22293.75| 1250.00000 18750.00| 1380.00000 20700.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A032 15.000 MILE| 1486.25000 22293.75| 1250.00000 18750.00| 1380.00000 20700.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 15.000 MILE| 1127.50000 16912.50| 1000.00000 15000.00| 950.00000 14250.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 2.000 MILE| 1845.00000 3690.00| 1700.00000 3400.00| 1590.00000 3180.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 21120.000 LF | 1.13000 23865.60| 0.95000 20064.00| 0.75000 15840.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C000 31.000 MILE| 348.50000 10803.50| 300.00000 9300.00| 390.00000 12090.00 Broken Temporary Traffic Stripe | | | 0190 701C001 5.000 MILE| 451.00000 2255.00| 400.00000 2000.00| 540.00000 2700.00 Solid Temporary Traffic Stripe | | | 0200 703A002 2555.000 SQFT| 2.97000 7588.35| 2.90000 7409.50| 2.50000 6387.50 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 1530.000 SQFT| 3.18000 4865.40| 3.00000 4590.00| 3.50000 5355.00 Traffic Control Legends, Class 2, Type | | | 0220 703D001 865.000 SQFT| 1.74000 1505.10| 1.60000 1384.00| 1.30000 1124.50 Temporary Traffic Control Markings | | | 0230 740B000 1609.000 SQFT| 8.10000 13032.90| 10.00000 16090.00| 7.00000 11263.00 Construction Signs | | | 0240 740E000 260.000 EACH| 21.55000 5603.00| 15.00000 3900.00| 9.25000 2405.00 Cones (36 Inches High) | | | 0250 740M001 260.000 EACH| 6.15000 1599.00| 1.00000 260.00| 6.00000 1560.00 Ballast For Cone | | | 0260 741C010 2.000 EACH| 8569.22000 17138.44| 2500.00000 5000.00| 1200.00000 2400.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0270 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 59,900.00) | | | SECTION TOTALS | $ 1,417,781.60| $ 1,431,642.26| $ 1,653,237.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,417,781.60| $ 1,431,642.26| $ 1,653,237.42 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20030425024 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPAA-0003(506 ) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#3 (U.S.#31) from MP 269.550 to MP 271.757 in Homewood. Length - 2.207 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 698,454.82 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 721,087.78 103.2404% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 725,435.20 103.8629% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030425024 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07002 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 3129.000 GAL | 1.10000 3441.90| 1.24000 3879.96| 0.92000 2878.68 Tack Coat | | | 0020 408A051 6278.000 SQYD| 1.93000 12116.54| 1.00000 6278.00| 0.95000 5964.10 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 408A052 104274.000 SQYD| 0.75000 78205.50| 0.83000 86547.42| 1.07000 111573.18 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 8374.000 TON | 38.06000 318714.44| 36.06000 301966.44| 36.69000 307242.06 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A366 946.000 TON | 38.13000 36070.98| 36.06000 34112.76| 44.19000 41803.74 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A370 230.000 TON | 40.41000 9294.30| 42.06000 9673.80| 54.77000 12597.10 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B656 800.000 TON | 59.55000 47640.00| 58.00000 46400.00| 46.95000 37560.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 29600.00000 29600.00| 43118.00000 43118.00| 27638.04000 27638.04 Mobilization | | | 0090 665F000 50.000 EACH| 5.00000 250.00| 6.00000 300.00| 1.23000 61.50 Hay Bales | | | 0100 665J000 150.000 LF | 4.40000 660.00| 3.00000 450.00| 1.23000 184.50 Silt Fence, Type A | | | 0110 701C000 6.000 MILE| 515.00000 3090.00| 505.00000 3030.00| 584.14000 3504.84 Broken Temporary Traffic Stripe | | | 0120 701C001 1.000 MILE| 772.50000 772.50| 757.50000 757.50| 876.22000 876.22 Solid Temporary Traffic Stripe | | | 0130 702A040 5.000 MILE| 2266.00000 11330.00| 2222.00000 11110.00| 2570.22000 12851.10 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030425024 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07002 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 702A041 5.000 MILE| 4326.00000 21630.00| 4242.00000 21210.00| 4906.79000 24533.95 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A042 1.000 MILE| 2266.00000 2266.00| 2222.00000 2222.00| 2570.22000 2570.22 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 5.000 MILE| 4326.00000 21630.00| 4242.00000 21210.00| 4906.79000 24533.95 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 6332.000 LF | 2.16000 13677.12| 2.12000 13423.84| 2.45000 15513.40 Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 8835.000 SQFT| 2.58000 22794.30| 2.53000 22352.55| 2.92000 25798.20 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 1470.000 SQFT| 3.61000 5306.70| 3.54000 5203.80| 4.09000 6012.30 Traffic Control Legends, Class 2, Type | | | 0200 703D001 1190.000 SQFT| 1.34000 1594.60| 1.31000 1558.90| 1.52000 1808.80 Temporary Traffic Control Markings | | | 0210 705A030 32.000 EACH| 5.92000 189.44| 5.81000 185.92| 6.72000 215.04 Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 641.000 EACH| 5.92000 3794.72| 5.81000 3724.21| 6.72000 4307.52 Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 14.000 EACH| 5.92000 82.88| 5.81000 81.34| 6.72000 94.08 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 14.000 EACH| 5.92000 82.88| 5.81000 81.34| 6.72000 94.08 Pavement Markers, Class A-H, Type 2-D | | | 0250 730H001 17176.000 LF | 2.11000 36241.36| 3.50000 60116.00| 2.39000 41050.64 Loop Wire | | | 0260 730I001 1550.000 LF | 1.55000 2402.50| 1.00000 1550.00| 1.75000 2712.50 Loop Detector Lead-In-Cable | | | 0270 740B000 510.000 SQFT| 7.84000 3998.40| 8.48000 4324.80| 8.61000 4391.10 Construction Signs | | | 0280 740C000 32.000 SQFT| 8.12000 259.84| 10.60000 339.20| 11.07000 354.24 Special Construction Signs | | | 0290 740D000 56.000 EACH| 57.32000 3209.92| 60.00000 3360.00| 31.97000 1790.32 Channelizing Drums | | | 0300 740E000 240.000 EACH| 21.70000 5208.00| 15.00000 3600.00| 12.30000 2952.00 Cones (36 Inches High) | | | 0310 740M001 240.000 EACH| 1.25000 300.00| 8.00000 1920.00| 3.69000 885.60 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030425024 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07002 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 741C010 2.000 EACH| 1300.00000 2600.00| 3500.00000 7000.00| 541.10000 1082.20 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0330 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 31,700.00) | | | SECTION TOTALS | $ 698,454.82| $ 721,087.78| $ 725,435.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 698,454.82| $ 721,087.78| $ 725,435.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20030425025 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0005(506) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#5 (U.S.#11) from MP 120.200 east of the I-59 Interchange to MP 123.600 in Birmingham. Length - 3.267 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 865,336.94 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 957,821.32 110.6877% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030425025 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( ) |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 1.000 EACH| 134.58000 134.58| 123.79000 123.79| Mailbox Reset, Single | | | 0020 401B108 1737.000 SQYD| 6.27000 10890.99| 2.33000 4047.21| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 4471.000 GAL | 1.43000 6393.53| 0.95000 4247.45| Tack Coat | | | 0040 408A052 148994.000 SQYD| 0.59000 87906.46| 0.98000 146014.12| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 10940.000 TON | 36.09000 394824.60| 36.88000 403467.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 650.000 TON | 35.52000 23088.00| 44.20000 28730.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A370 1355.000 TON | 38.27000 51855.85| 44.44000 60216.20| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B656 1000.000 TON | 64.55000 64550.00| 48.97000 48970.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 21415.00000 21415.00| 29032.34000 29032.34| Mobilization | | | 0100 665F000 50.000 EACH| 7.62000 381.00| 3.78000 189.00| Hay Bales | | | 0110 665J000 150.000 LF | 4.30000 645.00| 3.78000 567.00| Silt Fence, Type A | | | 0120 701C000 14.000 MILE| 525.00000 7350.00| 598.63000 8380.82| Broken Temporary Traffic Stripe | | | 0130 701C001 1.000 MILE| 787.50000 787.50| 897.95000 897.95| Solid Temporary Traffic Stripe | | | 0140 702A040 7.000 MILE| 2310.00000 16170.00| 2633.98000 18437.86| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030425025 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( ) |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A041 9.000 MILE| 4410.00000 39690.00| 5028.51000 45256.59| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 7.000 MILE| 4410.00000 30870.00| 5028.51000 35199.57| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 14240.000 LF | 2.21000 31470.40| 2.51000 35742.40| Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 4880.000 SQFT| 2.63000 12834.40| 2.99000 14591.20| Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 1323.000 SQFT| 3.68000 4868.64| 4.19000 5543.37| Traffic Control Legends, Class 2, Type | | | 0200 703D001 2144.000 SQFT| 1.37000 2937.28| 1.56000 3344.64| Temporary Traffic Control Markings | | | 0210 705A030 76.000 EACH| 6.04000 459.04| 6.88000 522.88| Pavement Markers, Class A-H, Type 2-C | | | 0220 705A031 462.000 EACH| 6.04000 2790.48| 6.88000 3178.56| Pavement Markers, Class A-H, Type 1-A | | | 0230 705A032 8.000 EACH| 6.04000 48.32| 6.88000 55.04| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 41.000 EACH| 6.04000 247.64| 6.88000 282.08| Pavement Markers, Class A-H, Type 2-D | | | 0250 730H001 17605.000 LF | 2.36000 41547.80| 2.68000 47181.40| Loop Wire | | | 0260 730I001 1825.000 LF | 1.58000 2883.50| 1.79000 3266.75| Loop Detector Lead-In-Cable | | | 0270 740B000 667.000 SQFT| 7.72000 5149.24| 8.82000 5882.94| Construction Signs | | | 0280 740E000 238.000 EACH| 8.07000 1920.66| 12.60000 2998.80| Cones (36 Inches High) | | | 0290 740M001 238.000 EACH| 0.06000 14.28| 3.78000 899.64| Ballast For Cone | | | 0300 741C010 1.000 EACH| 1212.75000 1212.75| 554.52000 554.52| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0310 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 24,700.00) | | | SECTION TOTALS | $ 865,336.94| $ 957,821.32| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 865,336.94| $ 957,821.32| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20030425026 COUNTIES : MARENGO WILCOX LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0010(500) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#10 from MP 53.465 in Vineland to MP 59.136 in Pine Hill. Length - 5.671 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01073 ASPHALT SUPPLY, LLC $ 893,584.72 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 938,441.29 105.0198% 3 01023 ASPHALT CONTRACTORS, INC. $ 964,646.25 107.9524% 4 01087 APAC-SOUTHEAST, INC. $ 1,121,571.34 125.5137% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030425026 COUNTIES : MARENGO WILCOX LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( 3 ) 01023 |ASPHALT SUPPLY, LLC |MOBILE ASPHALT COMPANY, LLC |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A000 1265.000 CUYD| 5.25000 6641.25| 6.92000 8753.80| 9.15000 11574.75 Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 7927.000 GAL | 2.10000 16646.70| 1.00000 7927.00| 0.70000 5548.90 Tack Coat | | | 0030 408A052 89853.000 SQYD| 0.35000 31448.55| 0.01000 898.53| 0.99000 88954.47 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A360 6241.000 TON | 32.00000 199712.00| 40.70000 254008.70| 34.95000 218122.95 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A366 1000.000 TON | 35.50000 35500.00| 38.25000 38250.00| 38.90000 38900.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B655 1000.000 TON | 32.00000 32000.00| 38.25000 38250.00| 48.00000 48000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 12375.000 TON | 33.00000 408375.00| 38.25000 473343.75| 33.75000 417656.25 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 428B000 60166.000 LF | 0.08000 4813.28| 0.03000 1804.98| 0.05000 3008.30 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0090 430B000 50.000 TON | 28.00000 1400.00| 18.00000 900.00| 41.00000 2050.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0100 600A000 LUMP| 79000.00000 79000.00| 24750.00000 24750.00| 61300.00000 61300.00 Mobilization | | | 0110 652A054 4.000 ACRE| 600.00000 2400.00| 660.00000 2640.00| 450.00000 1800.00 Seeding (Mix 2A) | | | 0120 656A000 4.000 ACRE| 400.00000 1600.00| 550.00000 2200.00| 420.00000 1680.00 Mulching, Class A, Type 1 | | | 0130 665F000 200.000 EACH| 5.00000 1000.00| 7.00000 1400.00| 6.00000 1200.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030425026 COUNTIES : MARENGO WILCOX LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( 3 ) 01023 |ASPHALT SUPPLY, LLC |MOBILE ASPHALT COMPANY, LLC |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 800.000 LF | 0.75000 600.00| 3.00000 2400.00| 3.50000 2800.00 Silt Fence, Type A | | | 0150 701A028 12.000 MILE| 1385.00000 16620.00| 1540.00000 18480.00| 1000.00000 12000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A046 5.000 MILE| 880.00000 4400.00| 980.00000 4900.00| 1000.00000 5000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 5.000 MILE| 1590.00000 7950.00| 1770.00000 8850.00| 1000.00000 5000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 325.000 LF | 0.82000 266.50| 0.90000 292.50| 1.25000 406.25 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C002 10.000 MILE| 390.00000 3900.00| 434.00000 4340.00| 450.00000 4500.00 Broken Temporary Traffic Stripe (Paint) | | | 0200 701C003 33.000 MILE| 490.00000 16170.00| 546.00000 18018.00| 450.00000 14850.00 Solid Temporary Traffic Stripe (Paint) | | | 0210 701G125 726.000 LF | 3.68000 2671.68| 4.11000 2983.86| 2.09000 1517.34 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 776.000 LF | 3.71000 2878.96| 4.10000 3181.60| 2.18000 1691.68 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H001 952.000 LF | 1.00000 952.00| 1.10000 1047.20| 0.47000 447.44 Solid Traffic Stripe Removed (Plastic) | | | 0240 703A002 1032.000 SQFT| 2.50000 2580.00| 2.80000 2889.60| 2.30000 2373.60 Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 272.000 SQFT| 3.50000 952.00| 3.91000 1063.52| 2.30000 625.60 Traffic Control Legends, Class 2, Type | | | 0260 703D002 351.000 SQFT| 1.30000 456.30| 1.45000 508.95| 0.58000 203.58 Temporary Traffic Control Markings | | | (Paint) | | | 0270 703E002 633.000 SQFT| 5.50000 3481.50| 1.45000 917.85| 0.58000 367.14 Temporary Traffic Control Legends | | | (Paint) | | | 0280 705A032 128.000 EACH| 5.50000 704.00| 6.15000 787.20| 6.00000 768.00 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030425026 COUNTIES : MARENGO WILCOX LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 13008 |( 3 ) 01023 |ASPHALT SUPPLY, LLC |MOBILE ASPHALT COMPANY, LLC |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 705A037 295.000 EACH| 5.00000 1475.00| 6.15000 1814.25| 6.00000 1770.00 Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 720.000 SQFT| 7.00000 5040.00| 9.50000 6840.00| 10.25000 7380.00 Construction Signs | | | 0310 740E000 100.000 EACH| 3.00000 300.00| 2.00000 200.00| 12.00000 1200.00 Cones (36 Inches High) | | | 0320 740M001 100.000 EACH| 1.50000 150.00| 2.00000 200.00| 5.00000 500.00 Ballast For Cone | | | 0330 740O000 1.000 EACH| 1500.00000 1500.00| 3600.00000 3600.00| 1450.00000 1450.00 Pilot Car | | | 0340 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 49,000.00) | | | SECTION TOTALS | $ 893,584.72| $ 938,441.29| $ 964,646.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 893,584.72| $ 938,441.29| $ 964,646.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 026 -5 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030425026 COUNTIES : MARENGO WILCOX LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 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 305A000 1265.000 CUYD| 18.00000 22770.00| | Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 7927.000 GAL | 1.50000 11890.50| | Tack Coat | | | 0030 408A052 89853.000 SQYD| 0.62000 55708.86| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A360 6241.000 TON | 46.50000 290206.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A366 1000.000 TON | 52.00000 52000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B655 1000.000 TON | 75.00000 75000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 12375.000 TON | 41.00000 507375.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 428B000 60166.000 LF | 0.04000 2406.64| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0090 430B000 50.000 TON | 34.50000 1725.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0100 600A000 LUMP| 24150.00000 24150.00| | Mobilization | | | 0110 652A054 4.000 ACRE| 450.00000 1800.00| | Seeding (Mix 2A) | | | 0120 656A000 4.000 ACRE| 400.00000 1600.00| | Mulching, Class A, Type 1 | | | 0130 665F000 200.000 EACH| 5.50000 1100.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 026 -6 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030425026 COUNTIES : MARENGO WILCOX LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 800.000 LF | 3.50000 2800.00| | Silt Fence, Type A | | | 0150 701A028 12.000 MILE| 1385.00000 16620.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A046 5.000 MILE| 880.00000 4400.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 5.000 MILE| 1590.00000 7950.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 325.000 LF | 0.82000 266.50| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C002 10.000 MILE| 390.00000 3900.00| | Broken Temporary Traffic Stripe (Paint) | | | 0200 701C003 33.000 MILE| 490.00000 16170.00| | Solid Temporary Traffic Stripe (Paint) | | | 0210 701G125 726.000 LF | 3.68000 2671.68| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 776.000 LF | 3.71000 2878.96| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H001 952.000 LF | 1.00000 952.00| | Solid Traffic Stripe Removed (Plastic) | | | 0240 703A002 1032.000 SQFT| 2.50000 2580.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 272.000 SQFT| 3.50000 952.00| | Traffic Control Legends, Class 2, Type | | | 0260 703D002 351.000 SQFT| 1.30000 456.30| | Temporary Traffic Control Markings | | | (Paint) | | | 0270 703E002 633.000 SQFT| 1.30000 822.90| | Temporary Traffic Control Legends | | | (Paint) | | | 0280 705A032 128.000 EACH| 5.50000 704.00| | Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 026 -7 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030425026 COUNTIES : MARENGO WILCOX LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 705A037 295.000 EACH| 5.50000 1622.50| | Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 720.000 SQFT| 7.35000 5292.00| | Construction Signs | | | 0310 740E000 100.000 EACH| 2.00000 200.00| | Cones (36 Inches High) | | | 0320 740M001 100.000 EACH| 1.00000 100.00| | Ballast For Cone | | | 0330 740O000 1.000 EACH| 2500.00000 2500.00| | Pilot Car | | | 0340 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 49,000.00) | | | SECTION TOTALS | $ 1,121,571.34| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,121,571.34| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20030425027 COUNTIES : FRANKLIN LAUDERDALE LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0013(500) for constructing the Intersection Improvements on S.R.#13 STPSA-0115(502) (U.S.#43) at C.R.#42 (Lawrence Street) in Russellville and on S.R.#2 (U.S.#72) at Broadway Street in Florence. Length 0.200 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 219,698.74 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 286,800.85 130.5428% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030425027 COUNTIES : FRANKLIN LAUDERDALE LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( ) |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 202.83000 202.83| 3000.00000 3000.00| Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206C008 79.000 SQYD| 107.92000 8525.68| 25.00000 1975.00| Removing Concrete Median | | | 0030 210A000 1017.000 CUYD| 15.03000 15285.51| 10.00000 10170.00| Unclassified Excavation | | | 0040 305B060 244.000 TON | 13.45000 3281.80| 12.00000 2928.00| Crushed Aggregate, Section 825, TYPE B | | | 0050 405A000 270.000 GAL | 1.15000 310.50| 1.50000 405.00| Tack Coat | | | 0060 408A052 7075.000 SQYD| 1.01000 7145.75| 3.00000 21225.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A055 821.000 SQYD| 4.39000 3604.19| 3.00000 2463.00| Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0080 424A361 671.000 TON | 47.66000 31979.86| 45.00000 30195.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B652 367.000 TON | 44.05000 16166.35| 39.00000 14313.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0100 424B682 205.000 TON | 41.39000 8484.95| 40.00000 8200.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424C361 414.000 TON | 39.02000 16154.28| 38.00000 15732.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0120 424C371 42.000 TON | 54.74000 2299.08| 55.00000 2310.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030425027 COUNTIES : FRANKLIN LAUDERDALE LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( ) |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 15370.04000 15370.04| 40000.00000 40000.00| Mobilization | | | 0140 610C001 504.000 TON | 20.38000 10271.52| 14.00000 7056.00| Loose Riprap, Class 2 | | | 0150 610D002 778.000 SQYD| 2.00000 1556.00| 5.00000 3890.00| Filter Blanket, Geotextile (Non-Woven) | | | 0160 614A000 36.000 CUYD| 299.25000 10773.00| 250.00000 9000.00| Slope Paving | | | 0170 617A000 115.000 SQYD| 2.63000 302.45| 50.00000 5750.00| Bituminous Treated Glass Fiber Flumes | | | 0180 623B001 30.000 LF | 42.00000 1260.00| 200.00000 6000.00| Concrete Curb, Type N Special | | | 0190 650A000 77.000 CUYD| 7.44000 572.88| 10.00000 770.00| Topsoil | | | 0200 650B000 253.000 CUYD| 7.12000 1801.36| 5.00000 1265.00| Topsoil From Stockpiles | | | 0210 652A050 1.000 ACRE| 945.00000 945.00| 1600.00000 1600.00| Seeding (Mix 1A) | | | 0220 652A053 1.000 ACRE| 945.00000 945.00| 1600.00000 1600.00| Seeding (Mix 1E) | | | 0230 656A000 1.000 ACRE| 945.00000 945.00| 1600.00000 1600.00| Mulching, Class A, Type 1 | | | 0240 656A001 1.000 ACRE| 945.00000 945.00| 1600.00000 1600.00| Mulching, Class A, Type 2 | | | 0250 665F000 45.000 EACH| 13.95000 627.75| 6.00000 270.00| Hay Bales | | | 0260 665J000 90.000 LF | 5.44000 489.60| 6.00000 540.00| Silt Fence, Type A | | | 0270 666A001 1.000 ACRE| 0.05000 0.05| 250.00000 250.00| Pest Control Treatment | | | 0280 680A000 LUMP| 1014.16000 1014.16| 15000.00000 15000.00| Engineering Controls | | | 0290 701B005 463.000 LF | 1.05000 486.15| 1.10000 509.30| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0300 701C000 1.000 MILE| 1050.00000 1050.00| 1100.00000 1100.00| Broken Temporary Traffic Stripe | | | 0310 701C001 2.000 MILE| 1050.00000 2100.00| 1100.00000 2200.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030425027 COUNTIES : FRANKLIN LAUDERDALE LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( ) |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701E000 678.000 LF | 1.05000 711.90| 1.10000 745.80| Solid Temporary Traffic Stripe | | | 0330 701E010 380.000 LF | 1.05000 399.00| 1.10000 418.00| Broken Temporary Traffic Stripe | | | 0340 701G040 1308.000 LF | 1.05000 1373.40| 1.10000 1438.80| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0350 701G049 4117.000 LF | 1.05000 4322.85| 1.10000 4528.70| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0360 701G058 380.000 LF | 1.05000 399.00| 1.10000 418.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0370 701G072 2552.000 LF | 1.05000 2679.60| 1.10000 2807.20| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0380 703A002 864.000 SQFT| 3.15000 2721.60| 3.30000 2851.20| Traffic Control Markings, Class 2, Type | | | A | | | 0390 703B002 113.000 SQFT| 5.25000 593.25| 5.50000 621.50| Traffic Control Legends, Class 2, Type | | | 0400 703D001 767.000 SQFT| 1.58000 1211.86| 1.65000 1265.55| Temporary Traffic Control Markings | | | 0410 703D002 97.000 SQFT| 1.58000 153.26| 1.65000 160.05| Temporary Traffic Control Markings | | | (Paint) | | | 0420 703E001 113.000 SQFT| 1.58000 178.54| 1.65000 186.45| Temporary Traffic Control Legends | | | 0430 705A030 8.000 EACH| 10.50000 84.00| 11.00000 88.00| Pavement Markers, Class A-H, Type 2-C | | | 0440 705A031 26.000 EACH| 10.50000 273.00| 11.00000 286.00| Pavement Markers, Class A-H, Type 1-A | | | 0450 705A032 50.000 EACH| 10.50000 525.00| 11.00000 550.00| Pavement Markers, Class A-H, Type 1-B | | | 0460 705A037 26.000 EACH| 10.50000 273.00| 11.00000 286.00| Pavement Markers, Class A-H, Type 2-D | | | 0470 705A038 25.000 EACH| 10.50000 262.50| 11.00000 275.00| Pavement Markers, Class A-H, Type 2-E | | | 0480 710A126 4.000 SQFT| 17.64000 70.56| 18.00000 72.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 027 -5 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030425027 COUNTIES : FRANKLIN LAUDERDALE LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( ) |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 710B001 14.000 LF | 9.37000 131.18| 10.00000 140.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0500 730C000 LUMP| 4200.00000 4200.00| 750.00000 750.00| Furnishing And Installing Traffic | | | Control Unit (SR 13 @ CR 42) | | | 0510 730E000 1.000 EACH| 1417.50000 1417.50| 2350.00000 2350.00| Metal Traffic Signal Pole Foundation | | | 0520 730G000 1.000 EACH| 3320.10000 3320.10| 4750.00000 4750.00| Traffic Signal Strain Pole | | | 0530 730H001 2317.000 LF | 2.10000 4865.70| 3.25000 7530.25| Loop Wire | | | 0540 730I001 617.000 LF | 1.47000 906.99| 0.65000 401.05| Loop Detector Lead-In-Cable | | | 0550 730J010 8.000 EACH| 189.00000 1512.00| 195.00000 1560.00| Vehicle Loop Detector | | | 0560 730K000 2.000 EACH| 577.50000 1155.00| 330.00000 660.00| Traffic Signal Junction Box | | | 0570 730L005 60.000 LF | 6.30000 378.00| 5.50000 330.00| 2", Non-Metallic, Conduit | | | 0580 730N010 1.000 EACH| 551.25000 551.25| 450.00000 450.00| Luminaire Extension Assembly, 12 FEET | | | 0590 730P011 3.000 EACH| 446.25000 1338.75| 500.00000 1500.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 0600 730R022 1.000 EACH| 6300.00000 6300.00| 6820.00000 6820.00| Controller Assembly, Type III, 8 Phase | | | 0610 730T000 1.000 EACH| 446.25000 446.25| 550.00000 550.00| Wood Pole | | | 0620 740B000 1170.000 SQFT| 7.72000 9032.40| 8.50000 9945.00| Construction Signs | | | 0630 740D000 125.000 EACH| 6.76000 845.00| 50.00000 6250.00| Channelizing Drums | | | 0640 740E000 50.000 EACH| 0.07000 3.50| 10.00000 500.00| Cones (36 Inches High) | | | 0650 740M001 50.000 EACH| 0.07000 3.50| 8.00000 400.00| Ballast For Cone | | | 0660 741C010 4.000 EACH| 540.89000 2163.56| 3000.00000 12000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 027 -6 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030425027 COUNTIES : FRANKLIN LAUDERDALE LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( ) |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 7,200.00) | | | SECTION TOTALS | $ 219,698.74| $ 286,800.85| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 219,698.74| $ 286,800.85| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20030425028 COUNTIES : CLARKE LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0013(507) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#13 (U.S.#43) in Thomasville from MP 90.190 to MP 93.080. Length - 2.890 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 598,083.18 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 633,854.10 105.9809% 3 01073 ASPHALT SUPPLY, LLC $ 682,671.73 114.1433% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030425028 COUNTIES : CLARKE LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01073 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 81383.000 SQYD| 0.65000 52898.95| 1.03000 83824.49| 0.92000 74872.36 Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 407A000 174.000 GAL | 27.00000 4698.00| 24.65000 4289.10| 21.17000 3683.58 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 408A052 111643.000 SQYD| 0.01000 1116.43| 0.70000 78150.10| 0.53000 59170.79 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A281 9228.000 TON | 41.10000 379270.80| 32.94000 303970.32| 38.25000 352971.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424A284 50.000 TON | 35.00000 1750.00| 51.56000 2578.00| 35.00000 1750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424A287 100.000 TON | 35.00000 3500.00| 34.23000 3423.00| 35.00000 3500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 430B000 25.000 TON | 12.92000 323.00| 17.61000 440.25| 28.00000 700.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0080 600A000 LUMP| 8600.00000 8600.00| 4504.55000 4504.55| 55000.00000 55000.00 Mobilization | | | 0090 665F000 50.000 EACH| 3.50000 175.00| 4.47000 223.50| 5.00000 250.00 Hay Bales | | | 0100 665G000 300.000 EACH| 0.25000 75.00| 3.07000 921.00| 0.75000 225.00 Sand Bags | | | 0110 701C002 12.000 MILE| 447.00000 5364.00| 447.23000 5366.76| 400.00000 4800.00 Broken Temporary Traffic Stripe (Paint) | | | 0120 701C003 8.000 MILE| 500.00000 4000.00| 503.13000 4025.04| 450.00000 3600.00 Solid Temporary Traffic Stripe (Paint) | | | 0130 702A040 6.000 MILE| 2460.00000 14760.00| 2459.76000 14758.56| 2200.00000 13200.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0140 702A041 2.000 MILE| 4700.00000 9400.00| 4695.91000 9391.82| 4200.00000 8400.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030425028 COUNTIES : CLARKE LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( 3 ) 01073 |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC |ASPHALT SUPPLY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A042 6.000 MILE| 2460.00000 14760.00| 2459.76000 14758.56| 2200.00000 13200.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 6.000 MILE| 4700.00000 28200.00| 4695.90000 28175.40| 4200.00000 25200.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702B011 1790.000 LF | 2.00000 3580.00| 2.07000 3705.30| 1.85000 3311.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0180 703A002 2390.000 SQFT| 3.90000 9321.00| 3.91000 9344.90| 3.50000 8365.00 Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 271.000 SQFT| 3.90000 1056.90| 3.91000 1059.61| 3.50000 948.50 Traffic Control Legends, Class 2, Type | | | 0200 703D002 2500.000 SQFT| 2.25000 5625.00| 2.24000 5600.00| 2.00000 5000.00 Temporary Traffic Control Markings | | | (Paint) | | | 0210 703E002 48.000 SQFT| 2.25000 108.00| 2.24000 107.52| 2.00000 96.00 Temporary Traffic Control Legends | | | (Paint) | | | 0220 705A030 16.000 EACH| 6.45000 103.20| 6.43000 102.88| 5.75000 92.00 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 387.000 EACH| 6.45000 2496.15| 6.43000 2488.41| 5.75000 2225.25 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A037 773.000 EACH| 6.45000 4985.85| 6.43000 4970.39| 5.75000 4444.75 Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 40.000 EACH| 6.45000 258.00| 6.43000 257.20| 5.75000 230.00 Pavement Markers, Class A-H, Type 2-E | | | 0260 730H001 8600.000 LF | 3.85000 33110.00| 3.91000 33626.00| 3.50000 30100.00 Loop Wire | | | 0270 740B000 606.000 SQFT| 9.65000 5847.90| 11.74000 7114.44| 6.00000 3636.00 Construction Signs | | | 0280 740E000 100.000 EACH| 10.00000 1000.00| 10.06000 1006.00| 5.00000 500.00 Cones (36 Inches High) | | | 0290 740M001 100.000 EACH| 7.00000 700.00| 6.71000 671.00| 2.00000 200.00 Ballast For Cone | | | 0300 741C010 2.000 EACH| 500.00000 1000.00| 2500.00000 5000.00| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0310 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 27,600.00) | | | SECTION TOTALS | $ 598,083.18| $ 633,854.10| $ 682,671.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 598,083.18| $ 633,854.10| $ 682,671.73 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0015(501) for constructing the Grade, Drainage and Pavement (Widening) on S.R.#15 (U.S.#29) from MP 7.20 to the east city limit of East Brewton. Length 4.064 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01059 ADVANCE CONSTRUCTION SERVICES, INC. $ 2,513,255.64 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 2,572,570.86 102.3601% 3 02032 BULLARD EXCAVATING, INC. $ 2,655,791.34 105.6714% 4 01087 APAC-SOUTHEAST, INC. $ 2,733,643.50 108.7690% 5 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 2,896,240.78 115.2386% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01059 |( 2 ) 18005 |( 3 ) 02032 |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 120000.00000 120000.00| 175000.00000 175000.00| 120000.00000 120000.00 Clearing & Grubbing (Approximately 52 | | | ACRES) | | | 0020 205A001 1.000 EACH| 1800.00000 1800.00| 300.00000 300.00| 500.00000 500.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1800.00000 1800.00| 300.00000 300.00| 500.00000 500.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1800.00000 1800.00| 300.00000 300.00| 500.00000 500.00 Removal Of Structures, Structure No. 3 | | | 0050 206B000 LUMP| 2250.00000 2250.00| 2500.00000 2500.00| 1000.00000 1000.00 Removal Of Old Box Culvert, Station | | | 1196+30 | | | 0060 206D000 1764.000 LF | 6.50000 11466.00| 6.00000 10584.00| 10.00000 17640.00 Removing Pipe | | | 0070 206E000 48.000 EACH| 300.00000 14400.00| 50.00000 2400.00| 100.00000 4800.00 Removing Headwalls | | | 0080 210A000 31441.000 CUYD| 2.95000 92750.95| 3.10000 97467.10| 5.50000 172925.50 Unclassified Excavation | | | 0090 210D012 24841.000 CUYD| 0.10000 2484.10| 5.45000 135383.45| 6.50000 161466.50 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0100 214A000 1116.000 CUYD| 5.00000 5580.00| 6.00000 6696.00| 8.00000 8928.00 Structure Excavation | | | 0110 214B000 383.000 CUYD| 2.00000 766.00| 19.00000 7277.00| 10.00000 3830.00 Foundation Backfill, Local | | | 0120 214B001 102.000 CUYD| 30.00000 3060.00| 29.00000 2958.00| 40.00000 4080.00 Foundation Backfill, Commercial | | | 0130 230A000 30.000 RBST| 240.00000 7200.00| 245.00000 7350.00| 500.00000 15000.00 Roadbed Processing | | | 0140 301A012 19471.000 SQYD| 8.75000 170371.25| 6.85000 133376.35| 8.36000 162777.56 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 401A000 19471.000 SQYD| 0.41000 7983.11| 0.63000 12266.73| 0.50000 9735.50 Bituminous Treatment A | | | 0160 405A000 5891.000 GAL | 2.81000 16553.71| 1.25000 7363.75| 1.10000 6480.10 Tack Coat | | | 0170 424A360 5313.000 TON | 40.00000 212520.00| 40.73000 216398.49| 38.00000 201894.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01059 |( 2 ) 18005 |( 3 ) 02032 |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A365 50.000 TON | 86.50000 4325.00| 66.30000 3315.00| 65.00000 3250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424A366 83.000 TON | 97.50000 8092.50| 52.00000 4316.00| 50.00000 4150.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 10625.000 TON | 34.85000 370281.25| 39.63000 421068.75| 34.00000 361250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B659 7855.000 TON | 42.75000 335801.25| 41.15000 323233.25| 36.98000 290477.90 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B682 2544.000 TON | 40.60000 103286.40| 40.43000 102853.92| 37.74000 96010.56 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424C361 2544.000 TON | 41.10000 104558.40| 40.43000 102853.92| 37.74000 96010.56 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424C369 87.000 TON | 93.25000 8112.75| 52.00000 4524.00| 50.00000 4350.00 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 430B040 200.000 TON | 23.50000 4700.00| 100.00000 20000.00| 24.00000 4800.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0260 502A000 13059.000 LB | 0.75000 9794.25| 0.40000 5223.60| 0.50000 6529.50 Steel Reinforcement | | | 0270 505I000 100.000 SQFT| 75.00000 7500.00| 50.00000 5000.00| 75.00000 7500.00 Temporary Steel Sheet Piling | | | 0280 524B011 89.000 CUYD| 400.00000 35600.00| 750.00000 66750.00| 995.00000 88555.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0290 530A002 1174.000 LF | 28.00000 32872.00| 24.00000 28176.00| 36.03000 42299.22 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01059 |( 2 ) 18005 |( 3 ) 02032 |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A662 40.000 LF | 28.00000 1120.00| 24.00000 960.00| 65.00000 2600.00 24" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0310 530B002 70.000 LF | 38.00000 2660.00| 32.00000 2240.00| 56.10000 3927.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 530B003 134.000 LF | 45.00000 6030.00| 42.00000 5628.00| 67.50000 9045.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 535A080 2053.000 LF | 22.00000 45166.00| 18.00000 36954.00| 18.98000 38965.94 18" Side Drain Pipe (Class 3 R.C.) | | | 0340 535A085 124.000 LF | 28.00000 3472.00| 24.00000 2976.00| 30.00000 3720.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0350 535B088 120.000 LF | 30.00000 3600.00| 26.50000 3180.00| 33.50000 4020.00 22" Span, 13" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0360 600A000 LUMP| 200000.00000 200000.00| 100500.00000 100500.00| 175000.00000 175000.00 Mobilization | | | 0370 602A000 71.000 EACH| 85.00000 6035.00| 85.00000 6035.00| 100.00000 7100.00 Right Of Way Markers | | | 0380 606A012 500.000 LF | 11.50000 5750.00| 7.50000 3750.00| 12.00000 6000.00 6" Underdrain Pipe, Type 8 | | | 0390 610C001 470.000 TON | 27.00000 12690.00| 31.00000 14570.00| 28.00000 13160.00 Loose Riprap, Class 2 | | | 0400 610D003 344.000 SQYD| 2.00000 688.00| 1.95000 670.80| 3.00000 1032.00 Filter Blanket, Geotextile | | | 0410 619A003 22.000 EACH| 620.00000 13640.00| 450.00000 9900.00| 600.00000 13200.00 24" Roadway Pipe End Treatment, Class 1 | | | 0420 619A101 95.000 EACH| 550.00000 52250.00| 345.00000 32775.00| 525.00000 49875.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0430 619A102 4.000 EACH| 620.00000 2480.00| 475.00000 1900.00| 600.00000 2400.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0440 619A202 6.000 EACH| 925.00000 5550.00| 795.00000 4770.00| 1800.00000 10800.00 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0450 619B017 2.000 EACH| 725.00000 1450.00| 450.00000 900.00| 550.00000 1100.00 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -5 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01059 |( 2 ) 18005 |( 3 ) 02032 |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 619B116 6.000 EACH| 600.00000 3600.00| 345.00000 2070.00| 500.00000 3000.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0470 619B268 2.000 EACH| 975.00000 1950.00| 575.00000 1150.00| 1600.00000 3200.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1, (Double Line) | | | 0480 620A000 1.000 CUYD| 1000.00000 1000.00| 600.00000 600.00| 1000.00000 1000.00 Minor Structure Concrete | | | 0490 629A004 184.000 LF | 125.00000 23000.00| 100.00000 18400.00| 92.00000 16928.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0500 630A001 200.000 LF | 11.03000 2206.00| 11.00000 2200.00| 11.00000 2200.00 Steel Beam Guardrail, Class A, Type 2 | | | 0510 630C003 8.000 EACH| 1002.50000 8020.00| 1000.00000 8000.00| 1375.00000 11000.00 Guardrail End Anchor, Type 13 | | | 0520 630C050 8.000 EACH| 1378.44000 11027.52| 1375.00000 11000.00| 1000.00000 8000.00 Guardrail End Anchor, Type 20 Series | | | 0530 650A000 1500.000 CUYD| 1.00000 1500.00| 6.35000 9525.00| 8.00000 12000.00 Topsoil | | | 0540 650B000 10941.000 CUYD| 4.70000 51422.70| 4.75000 51969.75| 4.50000 49234.50 Topsoil From Stockpiles | | | 0550 652A061 29.000 ACRE| 476.19000 13809.51| 440.00000 12760.00| 425.00000 12325.00 Seeding (Mix 3E) | | | 0560 654A001 840.000 SQYD| 3.76000 3158.40| 2.80000 2352.00| 3.00000 2520.00 Solid Sodding (Bermuda) | | | 0570 656A000 29.000 ACRE| 476.19000 13809.51| 430.00000 12470.00| 400.00000 11600.00 Mulching, Class A, Type 1 | | | 0580 659A000 6000.000 SQYD| 1.85000 11100.00| 1.70000 10200.00| 1.20000 7200.00 Erosion Control Netting, Class A | | | 0590 659A001 2500.000 SQYD| 2.11000 5275.00| 1.75000 4375.00| 1.20000 3000.00 Erosion Control Netting, Class B | | | 0600 659A002 2262.000 SQYD| 3.91000 8844.42| 7.00000 15834.00| 4.50000 10179.00 Erosion Control Netting, Class C1 | | | 0610 665F000 1332.000 EACH| 6.25000 8325.00| 6.00000 7992.00| 7.00000 9324.00 Hay Bales | | | 0620 665I000 990.000 TON | 27.00000 26730.00| 31.00000 30690.00| 32.00000 31680.00 Temporary Riprap, Class 2 | | | 0630 665J000 23665.000 LF | 3.00000 70995.00| 2.00000 47330.00| 2.80000 66262.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -6 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01059 |( 2 ) 18005 |( 3 ) 02032 |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 665K000 193.000 CUYD| 14.00000 2702.00| 15.00000 2895.00| 10.00000 1930.00 Drainage Sump Excavation | | | 0650 665L000 300.000 LF | 12.00000 3600.00| 10.25000 3075.00| 25.00000 7500.00 Floating Basin Boom | | | 0660 666A001 29.000 ACRE| 25.06000 726.74| 51.00000 1479.00| 10.00000 290.00 Pest Control Treatment | | | 0670 680A000 LUMP| 30000.00000 30000.00| 22000.00000 22000.00| 15000.00000 15000.00 Engineering Controls | | | 0680 701A028 9.000 MILE| 1353.38000 12180.42| 1350.00000 12150.00| 1000.00000 9000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0690 701A046 3.000 MILE| 802.00000 2406.00| 800.00000 2400.00| 700.00000 2100.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0700 701A048 5.000 MILE| 1553.88000 7769.40| 1550.00000 7750.00| 1325.00000 6625.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0710 701C000 15.000 MILE| 350.88000 5263.20| 350.00000 5250.00| 325.00000 4875.00 Broken Temporary Traffic Stripe | | | 0720 701C001 9.000 MILE| 421.05000 3789.45| 420.00000 3780.00| 375.00000 3375.00 Solid Temporary Traffic Stripe | | | 0730 701D008 1.000 MILE| 1503.75000 1503.75| 1500.00000 1500.00| 1500.00000 1500.00 Solid Traffic Stripe Removed (Plastic) | | | 0740 705A012 302.000 EACH| 5.01000 1513.02| 5.00000 1510.00| 4.35000 1313.70 Pavement Markers, Class C, Type 1-B | | | 0750 705A023 1018.000 EACH| 5.01000 5100.18| 5.00000 5090.00| 4.35000 4428.30 Pavement Markers, Class C, Type 2-D | | | 0760 705A032 151.000 EACH| 5.01000 756.51| 5.00000 755.00| 4.35000 656.85 Pavement Markers, Class A-H, Type 1-B | | | 0770 705A037 509.000 EACH| 5.01000 2550.09| 5.00000 2545.00| 4.35000 2214.15 Pavement Markers, Class A-H, Type 2-D | | | 0780 726A000 2000.000 LF | 18.00000 36000.00| 35.00000 70000.00| 25.50000 51000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0790 740B000 1162.000 SQFT| 12.20000 14176.40| 15.00000 17430.00| 8.00000 9296.00 Construction Signs | | | 0800 740D000 550.000 EACH| 91.53000 50341.50| 50.00000 27500.00| 55.00000 30250.00 Channelizing Drums | | | 0810 740E000 200.000 EACH| 18.31000 3662.00| 10.00000 2000.00| 10.00000 2000.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -7 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01059 |( 2 ) 18005 |( 3 ) 02032 |ADVANCE CONSTRUCTION SERVIC |GRADY RALLS & SONS, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 740M001 200.000 EACH| 9.76000 1952.00| 2.00000 400.00| 7.00000 1400.00 Ballast For Cone | | | 0830 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 199,400.00) | | | 0840 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,513,255.64| $ 2,572,570.86| $ 2,655,791.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,513,255.64| $ 2,572,570.86| $ 2,655,791.34 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -8 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 23056 |( ) |APAC-SOUTHEAST, INC. |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 222000.00000 222000.00| 87780.00000 87780.00| Clearing & Grubbing (Approximately 52 | | | ACRES) | | | 0020 205A001 1.000 EACH| 2000.00000 2000.00| 1100.00000 1100.00| Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 2000.00000 2000.00| 1100.00000 1100.00| Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 2000.00000 2000.00| 1100.00000 1100.00| Removal Of Structures, Structure No. 3 | | | 0050 206B000 LUMP| 2300.00000 2300.00| 4346.00000 4346.00| Removal Of Old Box Culvert, Station | | | 1196+30 | | | 0060 206D000 1764.000 LF | 8.50000 14994.00| 8.10000 14288.40| Removing Pipe | | | 0070 206E000 48.000 EACH| 365.00000 17520.00| 116.69000 5601.12| Removing Headwalls | | | 0080 210A000 31441.000 CUYD| 3.05000 95895.05| 5.10000 160349.10| Unclassified Excavation | | | 0090 210D012 24841.000 CUYD| 1.00000 24841.00| 6.79000 168670.39| Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0100 214A000 1116.000 CUYD| 5.00000 5580.00| 8.80000 9820.80| Structure Excavation | | | 0110 214B000 383.000 CUYD| 2.00000 766.00| 10.15000 3887.45| Foundation Backfill, Local | | | 0120 214B001 102.000 CUYD| 34.00000 3468.00| 41.80000 4263.60| Foundation Backfill, Commercial | | | 0130 230A000 30.000 RBST| 250.00000 7500.00| 428.86000 12865.80| Roadbed Processing | | | 0140 301A012 19471.000 SQYD| 7.60000 147979.60| 9.90000 192762.90| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 401A000 19471.000 SQYD| 0.41000 7983.11| 0.01000 194.71| Bituminous Treatment A | | | 0160 405A000 5891.000 GAL | 2.80000 16494.80| 1.21000 7128.11| Tack Coat | | | 0170 424A360 5313.000 TON | 40.00000 212520.00| 41.80000 222083.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -9 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 23056 |( ) |APAC-SOUTHEAST, INC. |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A365 50.000 TON | 86.35000 4317.50| 71.50000 3575.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424A366 83.000 TON | 97.27000 8073.41| 55.00000 4565.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 10625.000 TON | 34.80000 369750.00| 37.40000 397375.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B659 7855.000 TON | 42.73000 335644.15| 40.65000 319305.75| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B682 2544.000 TON | 40.51000 103057.44| 41.51000 105601.44| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424C361 2544.000 TON | 41.02000 104354.88| 41.51000 105601.44| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424C369 87.000 TON | 93.17000 8105.79| 55.00000 4785.00| Superpave Bituminous Concrete Base | | | Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 430B040 200.000 TON | 25.00000 5000.00| 32.21000 6442.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0260 502A000 13059.000 LB | 0.75000 9794.25| 0.55000 7182.45| Steel Reinforcement | | | 0270 505I000 100.000 SQFT| 50.00000 5000.00| 82.50000 8250.00| Temporary Steel Sheet Piling | | | 0280 524B011 89.000 CUYD| 400.00000 35600.00| 1094.50000 97410.50| Culvert Concrete Extension (Cast In | | | Place) | | | 0290 530A002 1174.000 LF | 28.00000 32872.00| 55.09000 64675.66| 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -10 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 23056 |( ) |APAC-SOUTHEAST, INC. |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A662 40.000 LF | 28.00000 1120.00| 58.83000 2353.20| 24" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0310 530B002 70.000 LF | 40.00000 2800.00| 58.58000 4100.60| 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 530B003 134.000 LF | 50.00000 6700.00| 63.80000 8549.20| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 535A080 2053.000 LF | 25.00000 51325.00| 25.11000 51550.83| 18" Side Drain Pipe (Class 3 R.C.) | | | 0340 535A085 124.000 LF | 28.00000 3472.00| 32.17000 3989.08| 24" Side Drain Pipe (Class 3 R.C.) | | | 0350 535B088 120.000 LF | 32.00000 3840.00| 34.96000 4195.20| 22" Span, 13" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0360 600A000 LUMP| 327050.00000 327050.00| 154309.00000 154309.00| Mobilization | | | 0370 602A000 71.000 EACH| 90.00000 6390.00| 177.04000 12569.84| Right Of Way Markers | | | 0380 606A012 500.000 LF | 11.50000 5750.00| 9.68000 4840.00| 6" Underdrain Pipe, Type 8 | | | 0390 610C001 470.000 TON | 29.00000 13630.00| 38.22000 17963.40| Loose Riprap, Class 2 | | | 0400 610D003 344.000 SQYD| 3.00000 1032.00| 2.88000 990.72| Filter Blanket, Geotextile | | | 0410 619A003 22.000 EACH| 625.00000 13750.00| 660.00000 14520.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0420 619A101 95.000 EACH| 550.00000 52250.00| 577.50000 54862.50| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0430 619A102 4.000 EACH| 625.00000 2500.00| 660.00000 2640.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0440 619A202 6.000 EACH| 950.00000 5700.00| 1980.00000 11880.00| 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0450 619B017 2.000 EACH| 750.00000 1500.00| 605.00000 1210.00| 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -11 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 23056 |( ) |APAC-SOUTHEAST, INC. |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 619B116 6.000 EACH| 625.00000 3750.00| 550.00000 3300.00| 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0470 619B268 2.000 EACH| 1000.00000 2000.00| 1760.00000 3520.00| 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1, (Double Line) | | | 0480 620A000 1.000 CUYD| 1000.00000 1000.00| 1100.00000 1100.00| Minor Structure Concrete | | | 0490 629A004 184.000 LF | 140.00000 25760.00| 101.75000 18722.00| Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0500 630A001 200.000 LF | 11.00000 2200.00| 11.28000 2256.00| Steel Beam Guardrail, Class A, Type 2 | | | 0510 630C003 8.000 EACH| 1375.00000 11000.00| 1045.00000 8360.00| Guardrail End Anchor, Type 13 | | | 0520 630C050 8.000 EACH| 1000.00000 8000.00| 1430.00000 11440.00| Guardrail End Anchor, Type 20 Series | | | 0530 650A000 1500.000 CUYD| 1.00000 1500.00| 10.62000 15930.00| Topsoil | | | 0540 650B000 10941.000 CUYD| 5.00000 54705.00| 8.75000 95733.75| Topsoil From Stockpiles | | | 0550 652A061 29.000 ACRE| 440.00000 12760.00| 467.50000 13557.50| Seeding (Mix 3E) | | | 0560 654A001 840.000 SQYD| 2.80000 2352.00| 3.30000 2772.00| Solid Sodding (Bermuda) | | | 0570 656A000 29.000 ACRE| 430.00000 12470.00| 440.00000 12760.00| Mulching, Class A, Type 1 | | | 0580 659A000 6000.000 SQYD| 1.70000 10200.00| 1.32000 7920.00| Erosion Control Netting, Class A | | | 0590 659A001 2500.000 SQYD| 1.75000 4375.00| 1.32000 3300.00| Erosion Control Netting, Class B | | | 0600 659A002 2262.000 SQYD| 7.00000 15834.00| 4.95000 11196.90| Erosion Control Netting, Class C1 | | | 0610 665F000 1332.000 EACH| 6.00000 7992.00| 10.42000 13879.44| Hay Bales | | | 0620 665I000 990.000 TON | 29.00000 28710.00| 41.29000 40877.10| Temporary Riprap, Class 2 | | | 0630 665J000 23665.000 LF | 2.00000 47330.00| 3.70000 87560.50| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -12 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 23056 |( ) |APAC-SOUTHEAST, INC. |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 665K000 193.000 CUYD| 15.00000 2895.00| 11.90000 2296.70| Drainage Sump Excavation | | | 0650 665L000 300.000 LF | 10.25000 3075.00| 9.12000 2736.00| Floating Basin Boom | | | 0660 666A001 29.000 ACRE| 51.00000 1479.00| 11.00000 319.00| Pest Control Treatment | | | 0670 680A000 LUMP| 38737.02000 38737.02| 26576.00000 26576.00| Engineering Controls | | | 0680 701A028 9.000 MILE| 925.00000 8325.00| 1017.50000 9157.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0690 701A046 3.000 MILE| 675.00000 2025.00| 742.50000 2227.50| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0700 701A048 5.000 MILE| 1325.00000 6625.00| 1457.50000 7287.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0710 701C000 15.000 MILE| 325.00000 4875.00| 357.50000 5362.50| Broken Temporary Traffic Stripe | | | 0720 701C001 9.000 MILE| 375.00000 3375.00| 412.50000 3712.50| Solid Temporary Traffic Stripe | | | 0730 701D008 1.000 MILE| 1585.00000 1585.00| 1743.50000 1743.50| Solid Traffic Stripe Removed (Plastic) | | | 0740 705A012 302.000 EACH| 4.65000 1404.30| 5.12000 1546.24| Pavement Markers, Class C, Type 1-B | | | 0750 705A023 1018.000 EACH| 4.65000 4733.70| 5.12000 5212.16| Pavement Markers, Class C, Type 2-D | | | 0760 705A032 151.000 EACH| 4.65000 702.15| 5.12000 773.12| Pavement Markers, Class A-H, Type 1-B | | | 0770 705A037 509.000 EACH| 4.65000 2366.85| 5.12000 2606.08| Pavement Markers, Class A-H, Type 2-D | | | 0780 726A000 2000.000 LF | 18.00000 36000.00| 29.15000 58300.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0790 740B000 1162.000 SQFT| 7.00000 8134.00| 9.35000 10864.70| Construction Signs | | | 0800 740D000 550.000 EACH| 83.67000 46018.50| 44.00000 24200.00| Channelizing Drums | | | 0810 740E000 200.000 EACH| 5.79000 1158.00| 11.00000 2200.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 029 -13 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20030425029 COUNTIES : ESCAMBIA LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 01087 |( 5 ) 23056 |( ) |APAC-SOUTHEAST, INC. |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 740M001 200.000 EACH| 3.86000 772.00| 5.50000 1100.00| Ballast For Cone | | | 0830 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 199,400.00) | | | 0840 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,733,643.50| $ 2,896,240.78| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,733,643.50| $ 2,896,240.78| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20030425030 COUNTIES : PIKE LETTING DATE : 04/25/03 10:00 AM DIVISION : 07 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0015(504) for constructing the Resurfacing and Traffic Stripe on S.R.#15 (U.S.#29) from Banks to the Bullock County line. Length - 10.023 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,113,897.67 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,174,422.20 105.4336% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030425030 COUNTIES : PIKE LETTING DATE : 04/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 2.000 EACH| 98.48000 196.96| 100.00000 200.00| Mailbox Reset, Single | | | 0020 210D011 9800.000 CUYD| 4.50000 44100.00| 2.00000 19600.00| Borrow Excavation (A-4 or Better) | | | 0030 212A000 1059.000 STA | 21.88000 23170.92| 28.50000 30181.50| Machine Grading Shoulders | | | 0040 401B108 158776.000 SQYD| 0.64000 101616.64| 0.75000 119082.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 4763.000 GAL | 1.66000 7906.58| 1.75000 8335.25| Tack Coat | | | 0060 424A361 13379.000 TON | 36.11000 483115.69| 37.65000 503719.35| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 7217.000 TON | 34.89000 251801.13| 38.15000 275328.55| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 430B000 100.000 TON | 22.00000 2200.00| 25.00000 2500.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0090 600A000 LUMP| 22850.00000 22850.00| 35000.00000 35000.00| Mobilization | | | 0100 651B000 50.000 TON | 32.00000 1600.00| 31.68000 1584.00| Agricultural Limestone | | | 0110 652A061 25.000 ACRE| 335.00000 8375.00| 331.65000 8291.25| Seeding (Mix 3E) | | | 0120 656A000 25.000 ACRE| 335.00000 8375.00| 331.65000 8291.25| Mulching, Class A, Type 1 | | | 0130 665F000 100.000 EACH| 4.00000 400.00| 5.00000 500.00| Hay Bales | | | 0140 665J000 1500.000 LF | 1.80000 2700.00| 2.50000 3750.00| Silt Fence, Type A | | | 0150 680A000 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| Engineering Controls | | | 0160 701A028 21.000 MILE| 1368.00000 28728.00| 1368.00000 28728.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030425030 COUNTIES : PIKE LETTING DATE : 04/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 701A046 6.000 MILE| 880.00000 5280.00| 880.00000 5280.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 16.000 MILE| 1575.00000 25200.00| 1575.00000 25200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 330.000 LF | 1.00000 330.00| 1.00000 330.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 17.000 MILE| 380.00000 6460.00| 380.00000 6460.00| Broken Temporary Traffic Stripe | | | 0210 701C001 108.000 MILE| 450.00000 48600.00| 450.00000 48600.00| Solid Temporary Traffic Stripe | | | 0220 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Paint) | | | 0230 701D008 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Plastic) | | | 0240 701D014 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Broken Traffic Stripe Removed (Paint) | | | 0250 701D015 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Broken Traffic Stripe Removed (Plastic) | | | 0260 703A002 2575.000 SQFT| 2.25000 5793.75| 2.25000 5793.75| Traffic Control Markings, Class 2, Type | | | A | | | 0270 703B002 567.000 SQFT| 3.00000 1701.00| 3.00000 1701.00| Traffic Control Legends, Class 2, Type | | | 0280 703D001 2248.000 SQFT| 1.30000 2922.40| 1.30000 2922.40| Temporary Traffic Control Markings | | | 0290 703E001 478.000 SQFT| 1.30000 621.40| 1.30000 621.40| Temporary Traffic Control Legends | | | 0300 705A030 6.000 EACH| 5.25000 31.50| 5.25000 31.50| Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 72.000 EACH| 5.25000 378.00| 5.25000 378.00| Pavement Markers, Class A-H, Type 1-A | | | 0320 705A032 565.000 EACH| 5.25000 2966.25| 5.25000 2966.25| Pavement Markers, Class A-H, Type 1-B | | | 0330 705A037 1062.000 EACH| 5.25000 5575.50| 5.25000 5575.50| Pavement Markers, Class A-H, Type 2-D | | | 0340 705A038 125.000 EACH| 5.25000 656.25| 5.25000 656.25| Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030425030 COUNTIES : PIKE LETTING DATE : 04/25/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 740B000 1462.000 SQFT| 7.35000 10745.70| 7.50000 10965.00| Construction Signs | | | 0360 740E000 150.000 EACH| 4.00000 600.00| 10.00000 1500.00| Cones (36 Inches High) | | | 0370 740M001 150.000 EACH| 2.00000 300.00| 5.00000 750.00| Ballast For Cone | | | 0380 740O000 1.000 EACH| 1000.00000 1000.00| 2500.00000 2500.00| Pilot Car | | | 0390 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 53,800.00) | | | SECTION TOTALS | $ 1,113,897.67| $ 1,174,422.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,113,897.67| $ 1,174,422.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20030425031 COUNTIES : SUMTER LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 CONTRACT TIME : 135 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0017(500) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on S.R.#17 at Beaver Creek northwest of Panola. Length 0.492 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 864,651.53 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 995,972.62 115.1877% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 1,047,891.40 121.1923% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030425031 COUNTIES : SUMTER LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 07003 |( 3 ) 16003 |RACON, INC. |R.E. GRILLS CONSTRUCTION CO |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 12000.00000 12000.00| 30000.00000 30000.00| 21000.00000 21000.00 Clearing & Grubbing (Approximately 6 | | | ACRES) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 7000.00000 7000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 373+62. | | | 526 | | | 0030 210A000 11617.000 CUYD| 3.50000 40659.50| 3.30000 38336.10| 4.00000 46468.00 Unclassified Excavation | | | 0040 210D000 7674.000 CUYD| 6.50000 49881.00| 1.00000 7674.00| 7.50000 57555.00 Borrow Excavation | | | 0050 210D011 1600.000 CUYD| 8.00000 12800.00| 4.50000 7200.00| 10.00000 16000.00 Borrow Excavation (A-4 or Better) | | | 0060 214A000 915.000 CUYD| 6.00000 5490.00| 6.00000 5490.00| 10.00000 9150.00 Structure Excavation | | | 0070 214B001 453.000 CUYD| 30.00000 13590.00| 20.00000 9060.00| 36.80000 16670.40 Foundation Backfill, Commercial | | | 0080 230A000 6.000 RBST| 400.00000 2400.00| 300.00000 1800.00| 450.00000 2700.00 Roadbed Processing | | | 0090 231B001 582.000 TON | 25.00000 14550.00| 30.00000 17460.00| 30.00000 17460.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0100 401A047 4429.000 SQYD| 0.58000 2568.82| 0.53000 2347.37| 0.55000 2435.95 Bituminous Treatment A, MC-70 | | | 0110 405A000 775.000 GAL | 1.16000 899.00| 1.10000 852.50| 1.10000 852.50 Tack Coat | | | 0120 424A361 1100.000 TON | 62.69000 68959.00| 58.00000 63800.00| 59.70000 65670.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A366 200.000 TON | 62.69000 12538.00| 69.00000 13800.00| 59.70000 11940.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B651 425.000 TON | 73.50000 31237.50| 71.00000 30175.00| 70.00000 29750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0150 424B655 50.000 TON | 89.25000 4462.50| 100.00000 5000.00| 85.00000 4250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030425031 COUNTIES : SUMTER LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 07003 |( 3 ) 16003 |RACON, INC. |R.E. GRILLS CONSTRUCTION CO |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B659 500.000 TON | 73.50000 36750.00| 75.00000 37500.00| 70.00000 35000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B681 680.000 TON | 66.15000 44982.00| 60.00000 40800.00| 63.00000 42840.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 428B000 5200.000 LF | 0.21000 1092.00| 0.22000 1144.00| 0.20000 1040.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0190 430B000 250.000 TON | 22.00000 5500.00| 14.00000 3500.00| 25.00000 6250.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0200 502A000 74473.000 LB | 0.47000 35002.31| 1.80000 134051.40| 0.45000 33512.85 Steel Reinforcement | | | 0210 524A011 418.000 CUYD| 309.75000 129475.50| 560.00000 234080.00| 400.00000 167200.00 Culvert Concrete (Cast In Place) | | | 0220 530A501 342.000 LF | 80.80000 27633.60| 60.00000 20520.00| 73.25000 25051.50 72" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0230 535A080 50.000 LF | 24.15000 1207.50| 25.00000 1250.00| 25.50000 1275.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0240 535A085 68.000 LF | 29.75000 2023.00| 30.00000 2040.00| 36.00000 2448.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0250 535A093 50.000 LF | 34.35000 1717.50| 35.00000 1750.00| 36.00000 1800.00 24" Side Drain Pipe (Class 3 R.C. | | | )(Temporary) | | | 0260 600A000 LUMP| 40000.00000 40000.00| 25000.00000 25000.00| 43646.00000 43646.00 Mobilization | | | 0270 602C000 4.000 EACH| 105.00000 420.00| 124.00000 496.00| 100.00000 400.00 Permanent Easement Marker | | | 0280 610C001 3331.000 TON | 24.00000 79944.00| 25.00000 83275.00| 31.00000 103261.00 Loose Riprap, Class 2 | | | 0290 610D003 1546.000 SQYD| 1.40000 2164.40| 0.75000 1159.50| 2.50000 3865.00 Filter Blanket, Geotextile | | | 0300 619A101 2.000 EACH| 590.00000 1180.00| 500.00000 1000.00| 564.00000 1128.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0310 619A102 2.000 EACH| 600.00000 1200.00| 550.00000 1100.00| 630.00000 1260.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030425031 COUNTIES : SUMTER LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 07003 |( 3 ) 16003 |RACON, INC. |R.E. GRILLS CONSTRUCTION CO |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 630A001 900.000 LF | 19.80000 17820.00| 21.00000 18900.00| 18.00000 16200.00 Steel Beam Guardrail, Class A, Type 2 | | | 0330 630C050 8.000 EACH| 1375.00000 11000.00| 1500.00000 12000.00| 1250.00000 10000.00 Guardrail End Anchor, Type 20 Series | | | 0340 636A000 1460.000 LF | 3.30000 4818.00| 5.00000 7300.00| 7.50000 10950.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0350 637A001 1190.000 LF | 5.75000 6842.50| 6.00000 7140.00| 6.50000 7735.00 Fence Reset (Includes All Types) | | | 0360 641A049 300.000 LF | 38.75000 11625.00| 15.00000 4500.00| 85.00000 25500.00 6 Inch P.V.C. Water Main Laid | | | 0370 641B080 300.000 LF | 52.00000 15600.00| 100.00000 30000.00| 105.00000 31500.00 6 Inch H.D.P.E Water Pipe Directionally | | | Bored | | | 0380 650A000 150.000 CUYD| 8.50000 1275.00| 7.00000 1050.00| 10.00000 1500.00 Topsoil | | | 0390 650B000 1660.000 CUYD| 3.00000 4980.00| 5.00000 8300.00| 8.00000 13280.00 Topsoil From Stockpiles | | | 0400 652A057 4.000 ACRE| 590.00000 2360.00| 350.00000 1400.00| 1500.00000 6000.00 Seeding (Mix 3A) | | | 0410 652B055 4.000 ACRE| 470.00000 1880.00| 320.00000 1280.00| 400.00000 1600.00 Temporary Seeding (Mix 3AT) | | | 0420 652D057 4.000 ACRE| 560.00000 2240.00| 280.00000 1120.00| 400.00000 1600.00 Seeding In Stubble (Mix 3A) | | | 0430 656A000 8.000 ACRE| 475.00000 3800.00| 350.00000 2800.00| 400.00000 3200.00 Mulching, Class A, Type 1 | | | 0440 665F000 1000.000 EACH| 5.00000 5000.00| 6.00000 6000.00| 6.00000 6000.00 Hay Bales | | | 0450 665I000 100.000 TON | 35.00000 3500.00| 25.00000 2500.00| 31.00000 3100.00 Temporary Riprap, Class 2 | | | 0460 665J000 6500.000 LF | 2.20000 14300.00| 2.00000 13000.00| 3.00000 19500.00 Silt Fence, Type A | | | 0470 665K000 100.000 CUYD| 8.72000 872.00| 7.00000 700.00| 10.00000 1000.00 Drainage Sump Excavation | | | 0480 665L000 250.000 LF | 25.00000 6250.00| 10.00000 2500.00| 10.00000 2500.00 Floating Basin Boom | | | 0490 666A001 4.000 ACRE| 30.00000 120.00| 10.00000 40.00| 30.00000 120.00 Pest Control Treatment | | | 0500 680A000 LUMP| 25000.00000 25000.00| 21000.00000 21000.00| 30000.00000 30000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030425031 COUNTIES : SUMTER LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 07003 |( 3 ) 16003 |RACON, INC. |R.E. GRILLS CONSTRUCTION CO |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 701A028 1.000 MILE| 2750.00000 2750.00| 2400.00000 2400.00| 1800.00000 1800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0520 701A046 1.000 MILE| 1100.00000 1100.00| 950.00000 950.00| 1000.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0530 701A048 1.000 MILE| 2750.00000 2750.00| 2400.00000 2400.00| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0540 701C002 1.000 MILE| 825.00000 825.00| 720.00000 720.00| 800.00000 800.00 Broken Temporary Traffic Stripe (Paint) | | | 0550 701C003 3.000 MILE| 825.00000 2475.00| 720.00000 2160.00| 1000.00000 3000.00 Solid Temporary Traffic Stripe (Paint) | | | 0560 705A011 376.000 EACH| 5.50000 2068.00| 4.75000 1786.00| 6.00000 2256.00 Pavement Markers, Class C, Type 1-A | | | 0570 705A023 59.000 EACH| 5.50000 324.50| 4.75000 280.25| 6.00000 354.00 Pavement Markers, Class C, Type 2-D | | | 0580 705A032 9.000 EACH| 11.00000 99.00| 9.50000 85.50| 6.00000 54.00 Pavement Markers, Class A-H, Type 1-B | | | 0590 705A037 34.000 EACH| 11.00000 374.00| 11.00000 374.00| 6.00000 204.00 Pavement Markers, Class A-H, Type 2-D | | | 0600 740B000 414.000 SQFT| 8.20000 3394.80| 7.00000 2898.00| 8.00000 3312.00 Construction Signs | | | 0610 740C000 32.000 SQFT| 10.55000 337.60| 9.00000 288.00| 9.60000 307.20 Special Construction Signs | | | 0620 740D000 100.000 EACH| 61.00000 6100.00| 52.00000 5200.00| 65.00000 6500.00 Channelizing Drums | | | 0630 740E000 100.000 EACH| 1.00000 100.00| 9.00000 900.00| 10.00000 1000.00 Cones (36 Inches High) | | | 0640 740F002 8.000 EACH| 180.00000 1440.00| 150.00000 1200.00| 160.00000 1280.00 Barricades, Type III | | | 0650 740I005 4.000 EACH| 276.00000 1104.00| 235.00000 940.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | 0660 740L005 40.000 EACH| 37.50000 1500.00| 35.00000 1400.00| 34.00000 1360.00 Vertical Panel, Type I (Double-Sided) | | | 0670 740M001 100.000 EACH| 1.00000 100.00| 6.00000 600.00| 5.00000 500.00 Ballast For Cone | | | 0680 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 41800.00000 41800.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ OR $ 41,800.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 031 -6 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030425031 COUNTIES : SUMTER LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 07003 |( 3 ) 16003 |RACON, INC. |R.E. GRILLS CONSTRUCTION CO |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 864,651.53| $ 995,972.62| $ 1,047,891.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 864,651.53| $ 995,972.62| $ 1,047,891.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20030425032 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : PFH-46-1(002) for constructing the Bridge Replacement on Germany Mountain Road at Dry Creek south of Talladega. Length 0.015 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19121 BOB SMITH CONSTRUCTION, INC. $ 328,896.00 100.0000% 2 13099 MCINNIS, LLC $ 352,863.00 107.2871% 3 14008 NEWELL & BUSH, INC. $ 371,251.00 112.8779% 4 13021 MURPHREE BRIDGE CORPORATION $ 374,824.34 113.9644% 5 16032 PRICHARD CONSTRUCTION COMPANY $ 382,545.50 116.3120% 6 01007 ALABAMA BRIDGE BUILDERS, INC. $ 383,016.00 116.4550% 7 23071 WARRIOR CONSTRUCTORS, INC. $ 398,699.00 121.2234% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030425032 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 13099 |( 3 ) 14008 |BOB SMITH CONSTRUCTION, INC |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 25000.00000 25000.00| 38000.00000 38000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 10+24.5 | | | 0020 502A000 27100.000 LB | 0.65000 17615.00| 0.64000 17344.00| 0.55000 14905.00 Steel Reinforcement | | | 0030 502B000 LUMP| 11570.00000 11570.00| 12000.00000 12000.00| 16500.00000 16500.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 10+09 Approx. | | | 17800 lbs | | | 0040 506A008 40.000 LF | 150.00000 6000.00| 150.00000 6000.00| 180.00000 7200.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0050 506B003 40.000 LF | 1450.00000 58000.00| 1450.00000 58000.00| 1500.00000 60000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0060 506C042 80.000 LF | 65.00000 5200.00| 65.00000 5200.00| 75.00000 6000.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0070 506G002 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1200.00000 4800.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0080 508A000 2100.000 LB | 1.65000 3465.00| 2.00000 4200.00| 3.25000 6825.00 Structural Steel | | | 0090 510A000 64.000 CUYD| 250.00000 16000.00| 500.00000 32000.00| 435.00000 27840.00 Bridge Substructure Concrete, Class A | | | 0100 510C001 LUMP| 49000.00000 49000.00| 45500.00000 45500.00| 50000.00000 50000.00 Bridge Concrete Superstructure Sta | | | 10+09 Approx. 70 Cu Yds | | | 0110 510E000 208.000 SQYD| 9.50000 1976.00| 10.00000 2080.00| 10.50000 2184.00 Grooving Concrete Bridge Decks | | | 0120 511A001 8.000 EACH| 400.00000 3200.00| 260.00000 2080.00| 350.00000 2800.00 Elastomeric Bearings, Type 2 | | | 0130 513B005 311.000 LF | 81.00000 25191.00| 150.00000 46650.00| 120.00000 37320.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0140 600A000 LUMP| 48000.00000 48000.00| 33200.00000 33200.00| 60000.00000 60000.00 Mobilization | | | 0150 610C001 833.000 TON | 22.00000 18326.00| 22.00000 18326.00| 35.00000 29155.00 Loose Riprap, Class 2 | | | 0160 610D000 551.000 SQYD| 2.50000 1377.50| 3.00000 1653.00| 7.00000 3857.00 Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030425032 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 13099 |( 3 ) 14008 |BOB SMITH CONSTRUCTION, INC |MCINNIS, LLC |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 800.000 LF | 12.00000 9600.00| 10.00000 8000.00| 13.00000 10400.00 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C003 4.000 EACH| 1050.00000 4200.00| 950.00000 3800.00| 1200.00000 4800.00 Guardrail End Anchor, Type 13 | | | 0190 630C050 4.000 EACH| 1480.00000 5920.00| 1280.00000 5120.00| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0200 665F000 100.000 EACH| 6.50000 650.00| 6.00000 600.00| 20.00000 2000.00 Hay Bales | | | 0210 665J000 200.000 LF | 2.75000 550.00| 7.00000 1400.00| 10.00000 2000.00 Silt Fence, Type A | | | 0220 680A000 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 2000.00000 2000.00 Engineering Controls | | | 0230 740B000 191.000 SQFT| 10.50000 2005.50| 10.00000 1910.00| 15.00000 2865.00 Construction Signs | | | 0240 740F002 10.000 EACH| 170.00000 1700.00| 200.00000 2000.00| 350.00000 3500.00 Barricades, Type III | | | 0250 740I005 2.000 EACH| 175.00000 350.00| 400.00000 800.00| 400.00000 800.00 Warning Lights, Type B (Detachable Head | | | 0260 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 7,100.00) | | | SECTION TOTALS | $ 328,896.00| $ 352,863.00| $ 371,251.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 328,896.00| $ 352,863.00| $ 371,251.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030425032 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 16032 |( 6 ) 01007 |MURPHREE BRIDGE CORPORATION |PRICHARD CONSTRUCTION COMPA |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 206A000 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 10+24.5 | | | 0020 502A000 27100.000 LB | 1.00000 27100.00| 0.60000 16260.00| 0.50000 13550.00 Steel Reinforcement | | | 0030 502B000 LUMP| 17500.00000 17500.00| 12000.00000 12000.00| 10000.00000 10000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 10+09 Approx. | | | 17800 lbs | | | 0040 506A008 40.000 LF | 150.00000 6000.00| 300.00000 12000.00| 160.00000 6400.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0050 506B003 40.000 LF | 1450.00000 58000.00| 1500.00000 60000.00| 1550.00000 62000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0060 506C042 80.000 LF | 65.00000 5200.00| 250.00000 20000.00| 70.00000 5600.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0070 506G002 4.000 EACH| 1000.00000 4000.00| 500.00000 2000.00| 1050.00000 4200.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0080 508A000 2100.000 LB | 3.00000 6300.00| 3.25000 6825.00| 4.00000 8400.00 Structural Steel | | | 0090 510A000 64.000 CUYD| 650.00000 41600.00| 450.00000 28800.00| 350.00000 22400.00 Bridge Substructure Concrete, Class A | | | 0100 510C001 LUMP| 44000.00000 44000.00| 42000.00000 42000.00| 70000.00000 70000.00 Bridge Concrete Superstructure Sta | | | 10+09 Approx. 70 Cu Yds | | | 0110 510E000 208.000 SQYD| 9.50000 1976.00| 6.50000 1352.00| 13.50000 2808.00 Grooving Concrete Bridge Decks | | | 0120 511A001 8.000 EACH| 75.00000 600.00| 125.00000 1000.00| 200.00000 1600.00 Elastomeric Bearings, Type 2 | | | 0130 513B005 311.000 LF | 75.00000 23325.00| 125.00000 38875.00| 120.00000 37320.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0140 600A000 LUMP| 62478.34000 62478.34| 50000.00000 50000.00| 39000.00000 39000.00 Mobilization | | | 0150 610C001 833.000 TON | 40.00000 33320.00| 30.00000 24990.00| 25.00000 20825.00 Loose Riprap, Class 2 | | | 0160 610D000 551.000 SQYD| 3.00000 1653.00| 6.50000 3581.50| 3.00000 1653.00 Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030425032 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 16032 |( 6 ) 01007 |MURPHREE BRIDGE CORPORATION |PRICHARD CONSTRUCTION COMPA |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 800.000 LF | 10.00000 8000.00| 15.00000 12000.00| 10.00000 8000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C003 4.000 EACH| 950.00000 3800.00| 1450.00000 5800.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0190 630C050 4.000 EACH| 1280.00000 5120.00| 1550.00000 6200.00| 1280.00000 5120.00 Guardrail End Anchor, Type 20 Series | | | 0200 665F000 100.000 EACH| 6.25000 625.00| 8.00000 800.00| 5.00000 500.00 Hay Bales | | | 0210 665J000 200.000 LF | 3.50000 700.00| 10.00000 2000.00| 7.50000 1500.00 Silt Fence, Type A | | | 0220 680A000 LUMP| 5500.00000 5500.00| 10000.00000 10000.00| 1900.00000 1900.00 Engineering Controls | | | 0230 740B000 191.000 SQFT| 7.00000 1337.00| 12.00000 2292.00| 10.00000 1910.00 Construction Signs | | | 0240 740F002 10.000 EACH| 150.00000 1500.00| 300.00000 3000.00| 215.00000 2150.00 Barricades, Type III | | | 0250 740I005 2.000 EACH| 95.00000 190.00| 385.00000 770.00| 140.00000 280.00 Warning Lights, Type B (Detachable Head | | | 0260 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 7100.00000 7100.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 7,100.00) | | | SECTION TOTALS | $ 374,824.34| $ 382,545.50| $ 383,016.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 374,824.34| $ 382,545.50| $ 383,016.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030425032 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 7 ) 23071 |( ) |( ) |WARRIOR CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 50000.00000 50000.00| | Removal Of Old Bridge, Station 10+24.5 | | | 0020 502A000 27100.000 LB | 0.60000 16260.00| | Steel Reinforcement | | | 0030 502B000 LUMP| 10900.00000 10900.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta 10+09 Approx. | | | 17800 lbs | | | 0040 506A008 40.000 LF | 600.00000 24000.00| | Drilled Shaft Excavation, 4'-0" Diamete | | | 0050 506B003 40.000 LF | 1600.00000 64000.00| | Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0060 506C042 80.000 LF | 200.00000 16000.00| | Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0070 506G002 4.000 EACH| 650.00000 2600.00| | Crosshole Sonic Logging, 4'-0" Diameter | | | 0080 508A000 2100.000 LB | 5.00000 10500.00| | Structural Steel | | | 0090 510A000 64.000 CUYD| 400.00000 25600.00| | Bridge Substructure Concrete, Class A | | | 0100 510C001 LUMP| 28000.00000 28000.00| | Bridge Concrete Superstructure Sta | | | 10+09 Approx. 70 Cu Yds | | | 0110 510E000 208.000 SQYD| 8.00000 1664.00| | Grooving Concrete Bridge Decks | | | 0120 511A001 8.000 EACH| 150.00000 1200.00| | Elastomeric Bearings, Type 2 | | | 0130 513B005 311.000 LF | 106.00000 32966.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0140 600A000 LUMP| 47500.00000 47500.00| | Mobilization | | | 0150 610C001 833.000 TON | 27.00000 22491.00| | Loose Riprap, Class 2 | | | 0160 610D000 551.000 SQYD| 3.00000 1653.00| | Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030425032 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 7 ) 23071 |( ) |( ) |WARRIOR CONSTRUCTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 800.000 LF | 15.00000 12000.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C003 4.000 EACH| 800.00000 3200.00| | Guardrail End Anchor, Type 13 | | | 0190 630C050 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 20 Series | | | 0200 665F000 100.000 EACH| 9.00000 900.00| | Hay Bales | | | 0210 665J000 200.000 LF | 10.00000 2000.00| | Silt Fence, Type A | | | 0220 680A000 LUMP| 10000.00000 10000.00| | Engineering Controls | | | 0230 740B000 191.000 SQFT| 15.00000 2865.00| | Construction Signs | | | 0240 740F002 10.000 EACH| 500.00000 5000.00| | Barricades, Type III | | | 0250 740I005 2.000 EACH| 700.00000 1400.00| | Warning Lights, Type B (Detachable Head | | | 0260 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 7,100.00) | | | SECTION TOTALS | $ 398,699.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 398,699.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20030425033 COUNTIES : MONROE LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0047(500) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on S.R.#47 over an Unnamed Branch of Limestone Creek west of Monroeville. Length - 0.141 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 457,850.35 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 460,916.96 100.6698% 3 12019 LEVERETT CONSTRUCTION COMPANY $ 489,003.51 106.8042% 4 20021 C. THORNTON, INC. $ 583,926.95 127.5366% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030425033 COUNTIES : MONROE LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 18005 |( 3 ) 12019 |H & L CONSTRUCTION, INC. |GRADY RALLS & SONS, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 17500.00000 17500.00| 5000.00000 5000.00| 15000.00000 15000.00 Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 1651+73 | | | 0030 210A000 656.000 CUYD| 10.00000 6560.00| 3.00000 1968.00| 10.00000 6560.00 Unclassified Excavation | | | 0040 210D000 7889.000 CUYD| 5.15000 40628.35| 5.90000 46545.10| 5.15000 40628.35 Borrow Excavation | | | 0050 210D011 909.000 CUYD| 5.00000 4545.00| 6.50000 5908.50| 5.00000 4545.00 Borrow Excavation (A-4 or Better) | | | 0060 214A000 751.000 CUYD| 8.50000 6383.50| 6.00000 4506.00| 6.00000 4506.00 Structure Excavation | | | 0070 214B001 274.000 CUYD| 38.00000 10412.00| 28.00000 7672.00| 30.00000 8220.00 Foundation Backfill, Commercial | | | 0080 401A047 3070.000 SQYD| 0.75000 2302.50| 0.50000 1535.00| 0.50000 1535.00 Bituminous Treatment A, MC-70 | | | 0090 405A000 90.000 GAL | 5.00000 450.00| 4.00000 360.00| 4.00000 360.00 Tack Coat | | | 0100 424A340 156.000 TON | 50.00000 7800.00| 65.00000 10140.00| 65.00000 10140.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424A346 100.000 TON | 75.00000 7500.00| 65.00000 6500.00| 65.00000 6500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0120 424B637 487.000 TON | 48.00000 23376.00| 51.00000 24837.00| 51.00000 24837.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 428B000 1476.000 LF | 0.50000 738.00| 0.16000 236.16| 0.16000 236.16 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0140 430B000 200.000 TON | 25.00000 5000.00| 80.00000 16000.00| 25.00000 5000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0150 502A000 70940.000 LB | 0.50000 35470.00| 0.38000 26957.20| 0.40000 28376.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030425033 COUNTIES : MONROE LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 18005 |( 3 ) 12019 |H & L CONSTRUCTION, INC. |GRADY RALLS & SONS, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 524A011 389.000 CUYD| 315.00000 122535.00| 295.00000 114755.00| 400.00000 155600.00 Culvert Concrete (Cast In Place) | | | 0170 535A412 40.000 LF | 40.00000 1600.00| 24.00000 960.00| 40.00000 1600.00 24" Side Drain Pipe(Class 3 R.C. | | | )(Extension) | | | 0180 600A000 LUMP| 40000.00000 40000.00| 69000.00000 69000.00| 40000.00000 40000.00 Mobilization | | | 0190 606A000 500.000 LF | 3.50000 1750.00| 6.00000 3000.00| 3.50000 1750.00 6" Underdrain Pipe | | | 0200 610C001 551.000 TON | 27.00000 14877.00| 28.00000 15428.00| 27.00000 14877.00 Loose Riprap, Class 2 | | | 0210 610D003 436.000 SQYD| 3.00000 1308.00| 2.50000 1090.00| 3.00000 1308.00 Filter Blanket, Geotextile | | | 0220 619A102 2.000 EACH| 500.00000 1000.00| 450.00000 900.00| 400.00000 800.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 621A005 2.000 EACH| 1600.00000 3200.00| 3500.00000 7000.00| 2000.00000 4000.00 Junction Boxes, Type 1 | | | 0240 621B005 6.000 EACH| 500.00000 3000.00| 450.00000 2700.00| 400.00000 2400.00 Junction Box Units, Type 1 | | | 0250 630A001 1280.000 LF | 14.00000 17920.00| 15.00000 19200.00| 14.50000 18560.00 Steel Beam Guardrail, Class A, Type 2 | | | 0260 630C001 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 700.00000 1400.00 Guardrail End Anchor, Type 8 | | | 0270 630C050 4.000 EACH| 1350.00000 5400.00| 1500.00000 6000.00| 1350.00000 5400.00 Guardrail End Anchor, Type 20 Series | | | 0280 650A000 171.000 CUYD| 5.00000 855.00| 8.00000 1368.00| 5.00000 855.00 Topsoil | | | 0290 650B000 363.000 CUYD| 10.00000 3630.00| 7.00000 2541.00| 10.00000 3630.00 Topsoil From Stockpiles | | | 0300 658A003 6.000 ACRE| 1500.00000 9000.00| 1500.00000 9000.00| 1500.00000 9000.00 Hydro-Seeding & Mulching (Mix 3E) | | | 0310 665C000 100.000 LF | 15.00000 1500.00| 14.00000 1400.00| 15.00000 1500.00 15" Temporary Pipe | | | 0320 665E000 20.000 SQYD| 10.00000 200.00| 0.50000 10.00| 10.00000 200.00 Polyethylene | | | 0330 665F000 600.000 EACH| 6.00000 3600.00| 4.00000 2400.00| 10.00000 6000.00 Hay Bales | | | 0340 665I000 60.000 TON | 35.00000 2100.00| 28.00000 1680.00| 35.00000 2100.00 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030425033 COUNTIES : MONROE LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 18005 |( 3 ) 12019 |H & L CONSTRUCTION, INC. |GRADY RALLS & SONS, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 665J000 2000.000 LF | 4.00000 8000.00| 2.75000 5500.00| 3.00000 6000.00 Silt Fence, Type A | | | 0360 665K000 60.000 CUYD| 10.00000 600.00| 20.00000 1200.00| 10.00000 600.00 Drainage Sump Excavation | | | 0370 665L000 350.000 LF | 15.00000 5250.00| 12.00000 4200.00| 20.00000 7000.00 Floating Basin Boom | | | 0380 666A001 2.000 ACRE| 10.00000 20.00| 50.00000 100.00| 10.00000 20.00 Pest Control Treatment | | | 0390 672A000 9.000 GAL | 500.00000 4500.00| 40.00000 360.00| 100.00000 900.00 Flocculant Liquid | | | 0400 680A000 LUMP| 4500.00000 4500.00| 2000.00000 2000.00| 1000.00000 1000.00 Engineering Controls | | | 0410 701A028 1.000 MILE| 1100.00000 1100.00| 2000.00000 2000.00| 1000.00000 1000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0420 701A048 1.000 MILE| 1100.00000 1100.00| 2000.00000 2000.00| 1000.00000 1000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0430 701C003 1.000 MILE| 600.00000 600.00| 500.00000 500.00| 450.00000 450.00 Solid Temporary Traffic Stripe (Paint) | | | 0440 705A037 20.000 EACH| 7.50000 150.00| 10.00000 200.00| 6.00000 120.00 Pavement Markers, Class A-H, Type 2-D | | | 0450 740B000 784.000 SQFT| 10.00000 7840.00| 10.00000 7840.00| 10.00000 7840.00 Construction Signs | | | 0460 740D000 25.000 EACH| 50.00000 1250.00| 20.00000 500.00| 50.00000 1250.00 Channelizing Drums | | | 0470 740E000 50.000 EACH| 10.00000 500.00| 9.00000 450.00| 10.00000 500.00 Cones (36 Inches High) | | | 0480 740F002 14.000 EACH| 150.00000 2100.00| 200.00000 2800.00| 150.00000 2100.00 Barricades, Type III | | | 0490 740I005 7.000 EACH| 250.00000 1750.00| 160.00000 1120.00| 250.00000 1750.00 Warning Lights, Type B (Detachable Head | | | 0500 740M001 50.000 EACH| 1.00000 50.00| 3.00000 150.00| 1.00000 50.00 Ballast For Cone | | | 0510 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 28,800.00) | | | SECTION TOTALS | $ 457,850.35| $ 460,916.96| $ 489,003.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 457,850.35| $ 460,916.96| $ 489,003.51 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030425033 COUNTIES : MONROE LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 20021 |( ) |( ) |C. THORNTON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 31000.00000 31000.00| | Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 38000.00000 38000.00| | Removal Of Old Bridge, Station 1651+73 | | | 0030 210A000 656.000 CUYD| 12.00000 7872.00| | Unclassified Excavation | | | 0040 210D000 7889.000 CUYD| 6.00000 47334.00| | Borrow Excavation | | | 0050 210D011 909.000 CUYD| 6.50000 5908.50| | Borrow Excavation (A-4 or Better) | | | 0060 214A000 751.000 CUYD| 8.00000 6008.00| | Structure Excavation | | | 0070 214B001 274.000 CUYD| 48.00000 13152.00| | Foundation Backfill, Commercial | | | 0080 401A047 3070.000 SQYD| 1.00000 3070.00| | Bituminous Treatment A, MC-70 | | | 0090 405A000 90.000 GAL | 6.00000 540.00| | Tack Coat | | | 0100 424A340 156.000 TON | 56.85000 8868.60| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424A346 100.000 TON | 56.85000 5685.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0120 424B637 487.000 TON | 55.75000 27150.25| | Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 428B000 1476.000 LF | 1.30000 1918.80| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0140 430B000 200.000 TON | 29.00000 5800.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0150 502A000 70940.000 LB | 0.50000 35470.00| | Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 033 -6 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030425033 COUNTIES : MONROE LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 20021 |( ) |( ) |C. THORNTON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 524A011 389.000 CUYD| 435.00000 169215.00| | Culvert Concrete (Cast In Place) | | | 0170 535A412 40.000 LF | 47.00000 1880.00| | 24" Side Drain Pipe(Class 3 R.C. | | | )(Extension) | | | 0180 600A000 LUMP| 45000.00000 45000.00| | Mobilization | | | 0190 606A000 500.000 LF | 4.00000 2000.00| | 6" Underdrain Pipe | | | 0200 610C001 551.000 TON | 35.00000 19285.00| | Loose Riprap, Class 2 | | | 0210 610D003 436.000 SQYD| 3.50000 1526.00| | Filter Blanket, Geotextile | | | 0220 619A102 2.000 EACH| 750.00000 1500.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 621A005 2.000 EACH| 3500.00000 7000.00| | Junction Boxes, Type 1 | | | 0240 621B005 6.000 EACH| 600.00000 3600.00| | Junction Box Units, Type 1 | | | 0250 630A001 1280.000 LF | 17.00000 21760.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0260 630C001 2.000 EACH| 960.00000 1920.00| | Guardrail End Anchor, Type 8 | | | 0270 630C050 4.000 EACH| 1725.00000 6900.00| | Guardrail End Anchor, Type 20 Series | | | 0280 650A000 171.000 CUYD| 5.80000 991.80| | Topsoil | | | 0290 650B000 363.000 CUYD| 12.00000 4356.00| | Topsoil From Stockpiles | | | 0300 658A003 6.000 ACRE| 1800.00000 10800.00| | Hydro-Seeding & Mulching (Mix 3E) | | | 0310 665C000 100.000 LF | 17.40000 1740.00| | 15" Temporary Pipe | | | 0320 665E000 20.000 SQYD| 12.00000 240.00| | Polyethylene | | | 0330 665F000 600.000 EACH| 11.60000 6960.00| | Hay Bales | | | 0340 665I000 60.000 TON | 40.00000 2400.00| | Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 033 -7 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030425033 COUNTIES : MONROE LETTING DATE : 04/25/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 20021 |( ) |( ) |C. THORNTON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 665J000 2000.000 LF | 3.50000 7000.00| | Silt Fence, Type A | | | 0360 665K000 60.000 CUYD| 11.60000 696.00| | Drainage Sump Excavation | | | 0370 665L000 350.000 LF | 7.00000 2450.00| | Floating Basin Boom | | | 0380 666A001 2.000 ACRE| 10.00000 20.00| | Pest Control Treatment | | | 0390 672A000 9.000 GAL | 50.00000 450.00| | Flocculant Liquid | | | 0400 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0410 701A028 1.000 MILE| 2300.00000 2300.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0420 701A048 1.000 MILE| 2300.00000 2300.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0430 701C003 1.000 MILE| 580.00000 580.00| | Solid Temporary Traffic Stripe (Paint) | | | 0440 705A037 20.000 EACH| 11.60000 232.00| | Pavement Markers, Class A-H, Type 2-D | | | 0450 740B000 784.000 SQFT| 12.00000 9408.00| | Construction Signs | | | 0460 740D000 25.000 EACH| 58.00000 1450.00| | Channelizing Drums | | | 0470 740E000 50.000 EACH| 11.60000 580.00| | Cones (36 Inches High) | | | 0480 740F002 14.000 EACH| 175.00000 2450.00| | Barricades, Type III | | | 0490 740I005 7.000 EACH| 300.00000 2100.00| | Warning Lights, Type B (Detachable Head | | | 0500 740M001 50.000 EACH| 1.20000 60.00| | Ballast For Cone | | | 0510 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 28,800.00) | | | SECTION TOTALS | $ 583,926.95| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 583,926.95| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20030425034 COUNTIES : CONECUH LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0083(500) for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#83 from MP 0.00 in Evergreen to MP 21.60. Length - 21.60 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,536,432.60 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,544,045.45 100.4955% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030425034 COUNTIES : CONECUH LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 26.000 EACH| 50.00000 1300.00| 45.00000 1170.00| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 200.00000 200.00| 80.00000 80.00| Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 200.00000 200.00| 115.00000 115.00| Mailbox Reset, Multiple | | | 0040 210D022 1200.000 CUYD| 5.00000 6000.00| 6.50000 7800.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0050 405A000 18800.000 GAL | 1.10000 20680.00| 0.80000 15040.00| Tack Coat | | | 0060 408A052 53740.000 SQYD| 0.50000 26870.00| 0.50000 26870.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A361 31150.000 TON | 34.00000 1059100.00| 34.00000 1059100.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A364 50.000 TON | 40.00000 2000.00| 90.00000 4500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424A367 400.000 TON | 37.49000 14996.00| 41.00000 16400.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B660 1550.000 TON | 37.02000 57381.00| 40.50000 62775.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B040 50.000 TON | 24.00000 1200.00| 34.00000 1700.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0120 600A000 LUMP| 19000.00000 19000.00| 53235.00000 53235.00| Mobilization | | | 0130 650A000 7600.000 CUYD| 6.00000 45600.00| 6.50000 49400.00| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030425034 COUNTIES : CONECUH LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 652A061 19.000 ACRE| 400.00000 7600.00| 435.00000 8265.00| Seeding (Mix 3E) | | | 0150 656A000 19.000 ACRE| 400.00000 7600.00| 415.00000 7885.00| Mulching, Class A, Type 1 | | | 0160 665F000 16987.000 EACH| 2.00000 33974.00| 1.00000 16987.00| Hay Bales | | | 0170 665J000 14676.000 LF | 3.75000 55035.00| 2.85000 41826.60| Silt Fence, Type A | | | 0180 666A001 19.000 ACRE| 10.00000 190.00| 60.00000 1140.00| Pest Control Treatment | | | 0190 701A028 44.000 MILE| 1075.00000 47300.00| 1350.00000 59400.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 4.000 MILE| 745.00000 2980.00| 800.00000 3200.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A046 12.000 MILE| 745.00000 8940.00| 800.00000 9600.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 28.000 MILE| 1475.00000 41300.00| 1550.00000 43400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701C000 15.000 MILE| 350.00000 5250.00| 350.00000 5250.00| Broken Temporary Traffic Stripe | | | 0240 701C001 29.000 MILE| 420.00000 12180.00| 420.00000 12180.00| Solid Temporary Traffic Stripe | | | 0250 701G125 1266.000 LF | 3.50000 4431.00| 3.50000 4431.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G129 368.000 LF | 2.00000 736.00| 2.00000 736.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G133 898.000 LF | 3.50000 3143.00| 3.50000 3143.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701H001 2164.000 LF | 1.00000 2164.00| 1.00000 2164.00| Solid Traffic Stripe Removed (Plastic) | | | 0290 701H006 368.000 LF | 0.50000 184.00| 0.50000 184.00| Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030425034 COUNTIES : CONECUH LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703A002 1181.000 SQFT| 1.85000 2184.85| 2.50000 2952.50| Traffic Control Markings, Class 2, Type | | | A | | | 0310 703B002 203.000 SQFT| 3.25000 659.75| 3.25000 659.75| Traffic Control Legends, Class 2, Type | | | 0320 703D001 1181.000 SQFT| 1.25000 1476.25| 1.00000 1181.00| Temporary Traffic Control Markings | | | 0330 703E001 203.000 SQFT| 1.25000 253.75| 1.00000 203.00| Temporary Traffic Control Legends | | | 0340 705A030 36.000 EACH| 5.00000 180.00| 5.00000 180.00| Pavement Markers, Class A-H, Type 2-C | | | 0350 705A031 210.000 EACH| 5.00000 1050.00| 5.00000 1050.00| Pavement Markers, Class A-H, Type 1-A | | | 0360 705A032 550.000 EACH| 5.00000 2750.00| 5.00000 2750.00| Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 2080.000 EACH| 4.35000 9048.00| 5.00000 10400.00| Pavement Markers, Class A-H, Type 2-D | | | 0380 740B000 516.000 SQFT| 6.00000 3096.00| 7.35000 3792.60| Construction Signs | | | 0390 740D000 100.000 EACH| 50.00000 5000.00| 6.00000 600.00| Channelizing Drums | | | 0400 740E000 200.000 EACH| 10.00000 2000.00| 5.00000 1000.00| Cones (36 Inches High) | | | 0410 740M001 200.000 EACH| 1.00000 200.00| 1.00000 200.00| Ballast For Cone | | | 0420 741C010 1.000 EACH| 1000.00000 1000.00| 100.00000 100.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0430 742A001 2.000 EACH| 10000.00000 20000.00| 500.00000 1000.00| Portable Changeable Message Sign, Type | | | 0440 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 80,000.00) | | | SECTION TOTALS | $ 1,536,432.60| $ 1,544,045.45| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,536,432.60| $ 1,544,045.45| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20030425035 COUNTIES : SHELBY LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 165 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-0119(502) for constructing the Bridge Replacement and Approaches on S.R.#119 over Shoal Creek in Montevallo. Length - 0.197 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,809,388.25 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,963,842.52 108.5363% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 2,183,570.00 120.6800% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030425035 COUNTIES : SHELBY LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 07003 |ALABAMA BRIDGE BUILDERS, IN |CLARK 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 201A000 LUMP| 10000.00000 10000.00| 85000.00000 85000.00| 170000.00000 170000.00 Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 75000.00000 75000.00| 75000.00000 75000.00| 155000.00000 155000.00 Removal Of Old Bridge, Station 15+05 | | | 0030 206C000 312.000 SQYD| 10.00000 3120.00| 4.01000 1251.12| 6.00000 1872.00 Removing Concrete Sidewalk | | | 0040 206C010 39.000 SQYD| 10.00000 390.00| 22.05000 859.95| 25.00000 975.00 Removing Concrete Driveway | | | 0050 206D000 387.000 LF | 7.00000 2709.00| 10.26000 3970.62| 11.00000 4257.00 Removing Pipe | | | 0060 206D002 1292.000 LF | 4.00000 5168.00| 4.89000 6317.88| 3.80000 4909.60 Removing Curb | | | 0070 206D011 137.000 LF | 2.00000 274.00| 2.89000 395.93| 2.00000 274.00 Removing Fence | | | 0080 210A000 3381.000 CUYD| 7.00000 23667.00| 5.64000 19068.84| 9.80000 33133.80 Unclassified Excavation | | | 0090 210D000 1329.000 CUYD| 10.00000 13290.00| 7.22000 9595.38| 14.00000 18606.00 Borrow Excavation | | | 0100 214A000 505.000 CUYD| 12.00000 6060.00| 11.61000 5863.05| 10.00000 5050.00 Structure Excavation | | | 0110 214B001 214.000 CUYD| 22.00000 4708.00| 40.87000 8746.18| 26.00000 5564.00 Foundation Backfill, Commercial | | | 0120 230A000 19.000 RBST| 607.00000 11533.00| 607.00000 11533.00| 400.00000 7600.00 Roadbed Processing | | | 0130 301A012 5574.000 SQYD| 6.25000 34837.50| 6.25000 34837.50| 8.00000 44592.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0140 401A000 5507.000 SQYD| 0.50000 2753.50| 0.50000 2753.50| 0.50000 2753.50 Bituminous Treatment A | | | 0150 405A000 461.000 GAL | 1.00000 461.00| 1.00000 461.00| 1.00000 461.00 Tack Coat | | | 0160 424A360 457.000 TON | 44.00000 20108.00| 44.00000 20108.00| 47.00000 21479.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 424A366 50.000 TON | 50.00000 2500.00| 50.00000 2500.00| 65.00000 3250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030425035 COUNTIES : SHELBY LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 07003 |ALABAMA BRIDGE BUILDERS, IN |CLARK 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424B652 946.000 TON | 42.00000 39732.00| 42.00000 39732.00| 45.00000 42570.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0190 424B682 866.000 TON | 40.00000 34640.00| 40.00000 34640.00| 43.00000 37238.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424C361 914.000 TON | 41.40000 37839.60| 41.40000 37839.60| 43.00000 39302.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 430B026 10.000 TON | 20.00000 200.00| 35.08000 350.80| 99.00000 990.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0220 450B000 107.000 SQYD| 65.00000 6955.00| 79.52000 8508.64| 170.00000 18190.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0230 502A000 64128.000 LB | 0.50000 32064.00| 0.43000 27575.04| 0.50000 32064.00 Steel Reinforcement | | | 0240 502B000 LUMP| 50000.00000 50000.00| 42498.14000 42498.14| 67000.00000 67000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 14+65, Approx. | | | 94,600 lbs. | | | 0250 506A008 63.000 LF | 170.00000 10710.00| 130.12000 8197.56| 80.00000 5040.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0260 506B003 200.000 LF | 1010.00000 202000.00| 1830.00000 366000.00| 740.00000 148000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0270 506C042 263.000 LF | 80.00000 21040.00| 140.00000 36820.00| 100.00000 26300.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0280 506G002 12.000 EACH| 2125.00000 25500.00| 1471.58000 17658.96| 600.00000 7200.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0290 508A000 5749.000 LB | 3.00000 17247.00| 2.85000 16384.65| 2.00000 11498.00 Structural Steel | | | 0300 510A000 195.000 CUYD| 350.00000 68250.00| 500.00000 97500.00| 480.00000 93600.00 Bridge Substructure Concrete, Class A | | | 0310 510C001 LUMP| 155000.00000 155000.00| 175938.72000 175938.72| 250000.00000 250000.00 Bridge Concrete Superstructure Station | | | 14+65, Approx. 361 cu.yds. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030425035 COUNTIES : SHELBY LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 07003 |ALABAMA BRIDGE BUILDERS, IN |CLARK 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 510E000 953.000 SQYD| 3.00000 2859.00| 2.80000 2668.40| 3.00000 2859.00 Grooving Concrete Bridge Decks | | | 0330 511A004 42.000 EACH| 700.00000 29400.00| 276.17000 11599.14| 400.00000 16800.00 Elastomeric Bearings, Type 4 | | | 0340 513B005 1652.000 LF | 120.00000 198240.00| 101.17000 167132.84| 110.00000 181720.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0350 530A001 225.000 LF | 22.00000 4950.00| 27.86000 6268.50| 33.00000 7425.00 18" Roadway Pipe (Class 3 R.C.) | | | 0360 530A002 228.000 LF | 28.00000 6384.00| 35.31000 8050.68| 43.00000 9804.00 24" Roadway Pipe (Class 3 R.C.) | | | 0370 530A003 174.000 LF | 40.00000 6960.00| 42.60000 7412.40| 55.00000 9570.00 30" Roadway Pipe (Class 3 R.C.) | | | 0380 535A002 169.000 LF | 28.00000 4732.00| 25.11000 4243.59| 30.00000 5070.00 24" Side Drain Pipe | | | 0390 600A000 LUMP| 196116.00000 196116.00| 200000.00000 200000.00| 170000.00000 170000.00 Mobilization | | | 0400 602A000 22.000 EACH| 75.00000 1650.00| 106.89000 2351.58| 111.00000 2442.00 Right Of Way Markers | | | 0410 606A000 100.000 LF | 7.50000 750.00| 12.81000 1281.00| 7.00000 700.00 6" Underdrain Pipe | | | 0420 610C001 1150.000 TON | 20.00000 23000.00| 18.98000 21827.00| 27.00000 31050.00 Loose Riprap, Class 2 | | | 0430 610D000 908.000 SQYD| 2.50000 2270.00| 1.48000 1343.84| 4.00000 3632.00 Filter Blanket | | | 0440 614A000 36.000 CUYD| 190.00000 6840.00| 190.00000 6840.00| 200.00000 7200.00 Slope Paving | | | 0450 618A000 371.000 SQYD| 34.25000 12706.75| 28.00000 10388.00| 18.00000 6678.00 Concrete Sidewalk, 4" Thick | | | 0460 618B003 33.000 SQYD| 42.50000 1402.50| 45.00000 1485.00| 40.00000 1320.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0470 619A002 3.000 EACH| 500.00000 1500.00| 550.00000 1650.00| 999.00000 2997.00 18" Roadway Pipe End Treatment, Class 1 | | | 0480 619A004 1.000 EACH| 725.00000 725.00| 1150.00000 1150.00| 1400.00000 1400.00 30" Roadway Pipe End Treatment, Class 1 | | | 0490 619A102 4.000 EACH| 625.00000 2500.00| 800.00000 3200.00| 870.00000 3480.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030425035 COUNTIES : SHELBY LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 07003 |ALABAMA BRIDGE BUILDERS, IN |CLARK 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 621A000 2.000 EACH| 2150.00000 4300.00| 2200.00000 4400.00| 1100.00000 2200.00 Junction Boxes, Type 1, 1P Or 5 | | | 0510 621B000 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 600.00000 600.00 Junction Box Units, Type 1, 1P Or 5 | | | 0520 621C001 2.000 EACH| 1700.00000 3400.00| 2200.00000 4400.00| 1500.00000 3000.00 Inlets, Type B | | | 0530 621C015 9.000 EACH| 2200.00000 19800.00| 2500.00000 22500.00| 1800.00000 16200.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0540 621C017 2.000 EACH| 2450.00000 4900.00| 3000.00000 6000.00| 2000.00000 4000.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0550 621D015 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 420.00000 3360.00 Inlet Units, Type S1 Or S3 | | | 0560 621E005 10.000 EACH| 2250.00000 22500.00| 1000.00000 10000.00| 2000.00000 20000.00 Manholes, Type L Or M (Sanitary) | | | 0570 621F006 12.000 EACH| 400.00000 4800.00| 600.00000 7200.00| 500.00000 6000.00 Manhole Units, Type L Or M (Sanitary) | | | 0580 621M000 2.000 EACH| 1600.00000 3200.00| 800.00000 1600.00| 500.00000 1000.00 Remove Existing Manhole | | | 0590 623A000 170.000 LF | 23.00000 3910.00| 22.00000 3740.00| 13.00000 2210.00 Concrete Gutter | | | 0600 623C000 1026.000 LF | 11.50000 11799.00| 18.00000 18468.00| 12.00000 12312.00 Combination Curb & Gutter, Type C | | | 0610 630A001 100.000 LF | 11.20000 1120.00| 11.20000 1120.00| 13.00000 1300.00 Steel Beam Guardrail, Class A, Type 2 | | | 0620 630C003 6.000 EACH| 950.00000 5700.00| 950.00000 5700.00| 1100.00000 6600.00 Guardrail End Anchor, Type 13 | | | 0630 630C050 4.000 EACH| 1285.00000 5140.00| 1285.00000 5140.00| 1500.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0640 630C070 2.000 EACH| 1165.00000 2330.00| 1165.00000 2330.00| 1400.00000 2800.00 Guardrail End Anchor, Type 10 Series | | | 0650 634E003 227.000 LF | 43.25000 9817.75| 43.25000 9817.75| 50.00000 11350.00 Industrial Fence, 7.33 Feet High, | | | Special Mounting | | | 0660 641A001 208.000 LF | 15.00000 3120.00| 7.00000 1456.00| 21.00000 4368.00 3/4 Inch Copper Water Pipe Laid (Type K | | | 0670 641A035 767.000 LF | 22.00000 16874.00| 20.00000 15340.00| 34.00000 26078.00 6 Inch D.I. Water Main Laid | | | 0680 642A000 1.000 EACH| 1500.00000 1500.00| 800.00000 800.00| 1700.00000 1700.00 Fire Hydrant Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030425035 COUNTIES : SHELBY LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 07003 |ALABAMA BRIDGE BUILDERS, IN |CLARK 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 643A000 5.000 EACH| 450.00000 2250.00| 350.00000 1750.00| 600.00000 3000.00 Water Meters Reset | | | 0700 645A047 543.000 LF | 60.00000 32580.00| 25.00000 13575.00| 46.00000 24978.00 8 Inch D.I. Sanitary Sewer Pipe | | | 0710 645A048 115.000 LF | 75.00000 8625.00| 30.00000 3450.00| 67.00000 7705.00 10 Inch D.I. Sanitary Sewer Pipe | | | 0720 649A007 192.000 LF | 40.00000 7680.00| 45.00000 8640.00| 83.00000 15936.00 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 0730 649A028 104.000 LF | 40.00000 4160.00| 50.00000 5200.00| 110.00000 11440.00 16 Inch Encasement Pipe, Type 1 | | | Installation | | | 0740 649A032 72.000 LF | 20.00000 1440.00| 20.00000 1440.00| 12.00000 864.00 1 1/2 Inch Encasement Pipe, Type 1 | | | Installation | | | 0750 650B000 657.000 CUYD| 10.00000 6570.00| 7.83000 5144.31| 5.00000 3285.00 Topsoil From Stockpiles | | | 0760 651B000 6.000 TON | 50.00000 300.00| 37.10000 222.60| 41.00000 246.00 Agricultural Limestone | | | 0770 652A050 2.000 ACRE| 800.00000 1600.00| 477.00000 954.00| 530.00000 1060.00 Seeding (Mix 1A) | | | 0780 652A053 1.000 ACRE| 800.00000 800.00| 477.00000 477.00| 530.00000 530.00 Seeding (Mix 1E) | | | 0790 652B050 2.000 ACRE| 600.00000 1200.00| 397.50000 795.00| 450.00000 900.00 Temporary Seeding (Mix 1AT) | | | 0800 652D050 2.000 ACRE| 600.00000 1200.00| 477.00000 954.00| 530.00000 1060.00 Seeding In Stubble (Mix 1A) | | | 0810 654A000 32.000 SQYD| 5.00000 160.00| 5.00000 160.00| 11.00000 352.00 Solid Sodding | | | 0820 656A000 2.000 ACRE| 700.00000 1400.00| 424.00000 848.00| 470.00000 940.00 Mulching, Class A, Type 1 | | | 0830 656A001 1.000 ACRE| 700.00000 700.00| 424.00000 424.00| 470.00000 470.00 Mulching, Class A, Type 2 | | | 0840 659A000 300.000 SQYD| 2.00000 600.00| 1.43000 429.00| 1.60000 480.00 Erosion Control Netting, Class A | | | 0850 659A001 496.000 SQYD| 2.00000 992.00| 1.43000 709.28| 1.60000 793.60 Erosion Control Netting, Class B | | | 0860 665B000 1.000 ACRE| 400.00000 400.00| 424.00000 424.00| 470.00000 470.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 035 -7 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030425035 COUNTIES : SHELBY LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 07003 |ALABAMA BRIDGE BUILDERS, IN |CLARK 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0870 665F000 126.000 EACH| 5.00000 630.00| 7.19000 905.94| 5.00000 630.00 Hay Bales | | | 0880 665G000 30.000 EACH| 2.00000 60.00| 3.13000 93.90| 2.00000 60.00 Sand Bags | | | 0890 665I000 388.000 TON | 25.00000 9700.00| 18.73000 7267.24| 27.00000 10476.00 Temporary Riprap, Class 2 | | | 0900 665J000 1677.000 LF | 5.50000 9223.50| 3.56000 5970.12| 3.50000 5869.50 Silt Fence, Type A | | | 0910 665K000 60.000 CUYD| 20.00000 1200.00| 10.71000 642.60| 13.00000 780.00 Drainage Sump Excavation | | | 0920 665L000 120.000 LF | 15.00000 1800.00| 12.17000 1460.40| 23.00000 2760.00 Floating Basin Boom | | | 0930 666A001 3.000 ACRE| 40.00000 120.00| 30.00000 90.00| 65.00000 195.00 Pest Control Treatment | | | 0940 680A000 LUMP| 60000.00000 60000.00| 34000.00000 34000.00| 137000.00000 137000.00 Engineering Controls | | | 0950 701C000 1.000 MILE| 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 Broken Temporary Traffic Stripe | | | 0960 701C001 1.000 MILE| 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 Solid Temporary Traffic Stripe | | | 0970 701G125 480.000 LF | 3.87000 1857.60| 3.87000 1857.60| 3.90000 1872.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0980 701G133 480.000 LF | 3.98000 1910.40| 3.98000 1910.40| 4.00000 1920.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0990 702A041 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1000 702A042 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1010 702A043 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1020 702B011 518.000 LF | 2.10000 1087.80| 2.10000 1087.80| 2.50000 1295.00 Dotted Profiled Traffic Stripe (6" Wide | | | 1030 703A002 2158.000 SQFT| 2.50000 5395.00| 2.50000 5395.00| 2.50000 5395.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 035 -8 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030425035 COUNTIES : SHELBY LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 07003 |ALABAMA BRIDGE BUILDERS, IN |CLARK 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 703B002 76.000 SQFT| 3.50000 266.00| 3.50000 266.00| 4.00000 304.00 Traffic Control Legends, Class 2, Type | | | 1050 705A032 34.000 EACH| 5.75000 195.50| 5.75000 195.50| 6.00000 204.00 Pavement Markers, Class A-H, Type 1-B | | | 1060 705A037 28.000 EACH| 5.75000 161.00| 5.75000 161.00| 6.00000 168.00 Pavement Markers, Class A-H, Type 2-D | | | 1070 705A038 16.000 EACH| 5.75000 92.00| 5.75000 92.00| 6.00000 96.00 Pavement Markers, Class A-H, Type 2-E | | | 1080 710A115 52.000 SQFT| 21.00000 1092.00| 13.78000 716.56| 15.00000 780.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1090 710A126 8.000 SQFT| 26.00000 208.00| 16.96000 135.68| 19.00000 152.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1100 710B001 116.000 LF | 8.00000 928.00| 5.04000 584.64| 6.00000 696.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1110 711A000 LUMP| 3500.00000 3500.00| 79.50000 79.50| 85.00000 85.00 Roadway Sign Relocation | | | 1120 730C000 LUMP| 3700.00000 3700.00| 635.00000 635.00| 760.00000 760.00 Furnishing And Installing Traffic | | | Control Unit (SR 25 and SR 155) | | | 1130 730E000 4.000 EACH| 1200.00000 4800.00| 1500.00000 6000.00| 1790.00000 7160.00 Metal Traffic Signal Pole Foundation | | | 1140 730G000 4.000 EACH| 4200.00000 16800.00| 3384.00000 13536.00| 4000.00000 16000.00 Traffic Signal Strain Pole | | | 1150 730H001 1185.000 LF | 2.25000 2666.25| 2.60000 3081.00| 3.00000 3555.00 Loop Wire | | | 1160 730I001 1864.000 LF | 1.00000 1864.00| 0.43000 801.52| 0.50000 932.00 Loop Detector Lead-In-Cable | | | 1170 730J010 4.000 EACH| 150.00000 600.00| 177.00000 708.00| 210.00000 840.00 Vehicle Loop Detector | | | 1180 730K000 3.000 EACH| 465.00000 1395.00| 260.00000 780.00| 310.00000 930.00 Traffic Signal Junction Box | | | 1190 730L002 40.000 LF | 3.00000 120.00| 5.00000 200.00| 6.00000 240.00 1", Metallic, Conduit | | | 1200 730L003 40.000 LF | 2.60000 104.00| 4.25000 170.00| 5.00000 200.00 1", Non-Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 035 -9 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20030425035 COUNTIES : SHELBY LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 07003 |ALABAMA BRIDGE BUILDERS, IN |CLARK 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1210 730L005 94.000 LF | 2.90000 272.60| 4.50000 423.00| 5.50000 517.00 2", Non-Metallic, Conduit | | | 1220 730N010 4.000 EACH| 900.00000 3600.00| 400.00000 1600.00| 480.00000 1920.00 Luminaire Extension Assembly, 12 Feet | | | 1230 730P022 5.000 EACH| 700.00000 3500.00| 778.00000 3890.00| 930.00000 4650.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1240 730P024 1.000 EACH| 1200.00000 1200.00| 1235.00000 1235.00| 1475.00000 1475.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1250 730R022 1.000 EACH| 6200.00000 6200.00| 6992.00000 6992.00| 8370.00000 8370.00 Controller Assembly, Type III, 8 Phase | | | 1260 730T000 1.000 EACH| 375.00000 375.00| 400.00000 400.00| 480.00000 480.00 Wood Pole | | | 1270 740B000 655.000 SQFT| 10.00000 6550.00| 7.42000 4860.10| 8.00000 5240.00 Construction Signs | | | 1280 740D000 100.000 EACH| 75.00000 7500.00| 55.12000 5512.00| 60.00000 6000.00 Channelizing Drums | | | 1290 740E000 25.000 EACH| 10.00000 250.00| 10.00000 250.00| 11.00000 275.00 Cones (36 Inches High) | | | 1300 740F002 12.000 EACH| 215.00000 2580.00| 159.00000 1908.00| 160.00000 1920.00 Barricades, Type III | | | 1310 740I005 7.000 EACH| 450.00000 3150.00| 333.90000 2337.30| 320.00000 2240.00 Warning Lights, Type B (Detachable Head | | | 1320 740M001 25.000 EACH| 5.00000 125.00| 6.63000 165.75| 9.00000 225.00 Ballast For Cone | | | 1330 740Q000 1500.000 LF | 4.00000 6000.00| 2.76000 4140.00| 4.00000 6000.00 Construction Safety Fence | | | 1340 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 51,600.00) | | | 1350 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,809,388.25| $ 1,963,842.52| $ 2,183,570.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,809,388.25| $ 1,963,842.52| $ 2,183,570.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20030425036 COUNTIES : RUSSELL LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0165(500) for constructing the Resurfacing and Traffic Stripe on S.R.#165 from MP 19.387 south of Holy Trinity to MP 28.849. Length - 12.462 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,496,792.88 100.0000% 2 05002 EAST ALABAMA PAVING COMPANY, INC. $ 1,575,787.74 105.2776% 3 18030 ROBINSON PAVING COMPANY $ 1,629,435.69 108.8618% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030425036 COUNTIES : RUSSELL LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 05002 |( 3 ) 18030 |APAC-SOUTHEAST, INC. |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 6.000 EACH| 67.56000 405.36| 75.00000 450.00| 50.00000 300.00 Mailbox Reset, Single | | | 0020 401B100 239787.000 SQYD| 0.54000 129484.98| 0.52000 124689.24| 0.56250 134880.19 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 12350.000 GAL | 0.98000 12103.00| 1.20000 14820.00| 1.25000 15437.50 Tack Coat | | | 0040 408A052 8334.000 SQYD| 2.70000 22501.80| 2.50000 20835.00| 1.50000 12501.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A356 8550.000 TON | 38.05000 325327.50| 38.44000 328662.00| 38.61000 330115.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0060 424A359 200.000 TON | 57.42000 11484.00| 39.50000 7900.00| 49.57000 9914.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0070 424B655 250.000 TON | 74.02000 18505.00| 75.00000 18750.00| 101.00000 25250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B658 20000.000 TON | 31.78000 635600.00| 37.40000 748000.00| 37.00000 740000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 3000.000 TON | 35.28000 105840.00| 37.07000 111210.00| 42.50000 127500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B661 200.000 TON | 56.07000 11214.00| 38.12000 7624.00| 48.99000 9798.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B043 4000.000 TON | 13.21000 52840.00| 13.50000 54000.00| 12.00000 48000.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030425036 COUNTIES : RUSSELL LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 05002 |( 3 ) 18030 |APAC-SOUTHEAST, INC. |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 13970.33000 13970.33| 0.00000 0.00| 45000.00000 45000.00 Mobilization | | | 0130 701A028 25.000 MILE| 1414.50000 35362.50| 1450.00000 36250.00| 1380.00000 34500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A041 8.000 MILE| 973.75000 7790.00| 1100.00000 8800.00| 950.00000 7600.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A046 5.000 MILE| 973.75000 4868.75| 1100.00000 5500.00| 950.00000 4750.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 16.000 MILE| 1629.75000 26076.00| 1650.00000 26400.00| 1590.00000 25440.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 550.000 LF | 1.03000 566.50| 1.40000 770.00| 1.00000 550.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C000 39.000 MILE| 399.75000 15590.25| 340.00000 13260.00| 390.00000 15210.00 Broken Temporary Traffic Stripe | | | 0190 701C001 48.000 MILE| 553.50000 26568.00| 440.00000 21120.00| 540.00000 25920.00 Solid Temporary Traffic Stripe | | | 0200 703A002 1500.000 SQFT| 2.56000 3840.00| 2.90000 4350.00| 2.50000 3750.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 235.000 SQFT| 3.59000 843.65| 3.50000 822.50| 3.50000 822.50 Traffic Control Legends, Class 2, Type | | | 0220 703D001 550.000 SQFT| 1.33000 731.50| 1.80000 990.00| 1.30000 715.00 Temporary Traffic Control Markings | | | 0230 740B000 1326.000 SQFT| 8.20000 10873.20| 10.00000 13260.00| 7.00000 9282.00 Construction Signs | | | 0240 740E000 75.000 EACH| 9.84000 738.00| 10.00000 750.00| 10.00000 750.00 Cones (36 Inches High) | | | 0250 740M001 75.000 EACH| 6.15000 461.25| 1.00000 75.00| 6.00000 450.00 Ballast For Cone | | | 0260 740O000 1.000 EACH| 8230.15000 8230.15| 1500.00000 1500.00| 0.00000 0.00 Pilot Car | | | 0265 741C010 2.000 EACH| 7488.58000 14977.16| 2500.00000 5000.00| 500.00000 1000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030425036 COUNTIES : RUSSELL LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 05002 |( 3 ) 18030 |APAC-SOUTHEAST, INC. |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 64,600.00) | | | SECTION TOTALS | $ 1,496,792.88| $ 1,575,787.74| $ 1,629,435.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,496,792.88| $ 1,575,787.74| $ 1,629,435.69 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-0203 (511) for constructing the Bridge Replacement and Approaches on S.R.#18 over Wilson Creek east of Molloy. Length - 0.397 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,751,177.15 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,758,661.36 100.4274% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 1,869,471.58 106.7551% 4 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 1,896,343.39 108.2896% 5 18024 RACON, INC. $ 1,901,256.54 108.5702% 6 13099 MCINNIS, LLC $ 1,912,243.96 109.1976% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 16003 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 100000.00000 100000.00| 64000.00000 64000.00| 40000.00000 40000.00 Clearing & Grubbing (Approximately 10 | | | Acres) | | | 0020 206A000 LUMP| 96000.00000 96000.00| 100000.00000 100000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 265+10 | | | 0030 206D000 305.000 LF | 8.60000 2623.00| 3.00000 915.00| 5.00000 1525.00 Removing Pipe | | | 0040 206D001 959.000 LF | 1.25000 1198.75| 1.25000 1198.75| 2.00000 1918.00 Removing Guardrail | | | 0050 210A000 25324.000 CUYD| 2.85000 72173.40| 3.00000 75972.00| 3.00000 75972.00 Unclassified Excavation | | | 0060 210C000 6031.000 CUYD| 4.72000 28466.32| 6.00000 36186.00| 6.00000 36186.00 Muck Excavation | | | 0070 210D011 48835.000 CUYD| 3.94000 192409.90| 4.50000 219757.50| 6.75000 329636.25 Borrow Excavation (A-4 or Better) | | | 0080 214A000 172.000 CUYD| 17.86000 3071.92| 6.00000 1032.00| 8.00000 1376.00 Structure Excavation | | | 0090 214B001 82.000 CUYD| 39.04000 3201.28| 30.00000 2460.00| 30.00000 2460.00 Foundation Backfill, Commercial | | | 0100 230A000 31.000 RBST| 235.00000 7285.00| 235.00000 7285.00| 400.00000 12400.00 Roadbed Processing | | | 0110 235A000 LUMP| 42569.64000 42569.64| 70000.00000 70000.00| 56627.00000 56627.00 Detour Bridge At Station 59+94 | | | 0120 301A222 9931.000 SQYD| 5.35000 53130.85| 5.35000 53130.85| 4.55000 45186.05 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0130 301A251 1394.000 SQYD| 5.32000 7416.08| 5.32000 7416.08| 5.80000 8085.20 Soil Aggregate Base Course, Type C, | | | Yard Mixed, 5.75" Compacted Thickness | | | 0140 301A252 1300.000 SQYD| 5.35000 6955.00| 5.35000 6955.00| 6.10000 7930.00 Soil Aggregate Base Course, Type C, | | | Yard Mixed, 6" Compacted Thickness | | | 0150 305B060 500.000 TON | 23.05000 11525.00| 20.00000 10000.00| 19.00000 9500.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone 1" Down, For | | | 0160 401A000 9717.000 SQYD| 0.55000 5344.35| 0.55000 5344.35| 0.55000 5344.35 Bituminous Treatment A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 16003 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 401B106 1394.000 SQYD| 4.00000 5576.00| 4.00000 5576.00| 6.00000 8364.00 Bituminous Treatment JG (With Polymer | | | Additive) | | | 0180 401B107 2494.000 SQYD| 4.00000 9976.00| 4.00000 9976.00| 5.00000 12470.00 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0190 405A000 400.000 GAL | 1.10000 440.00| 1.10000 440.00| 1.10000 440.00 Tack Coat | | | 0200 424A360 577.000 TON | 62.84000 36258.68| 62.84000 36258.68| 62.84000 36258.68 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424A363 50.000 TON | 50.00000 2500.00| 50.00000 2500.00| 50.00000 2500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424A366 50.000 TON | 62.84000 3142.00| 62.84000 3142.00| 62.84000 3142.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424A369 50.000 TON | 65.00000 3250.00| 65.00000 3250.00| 65.00000 3250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424B651 1490.000 TON | 47.00000 70030.00| 47.00000 70030.00| 47.00000 70030.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 424B655 50.000 TON | 70.00000 3500.00| 70.00000 3500.00| 70.00000 3500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B659 100.000 TON | 47.00000 4700.00| 47.00000 4700.00| 47.00000 4700.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B662 50.000 TON | 65.00000 3250.00| 65.00000 3250.00| 65.00000 3250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 16003 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 424B682 481.000 TON | 47.00000 22607.00| 47.00000 22607.00| 47.00000 22607.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 424C371 50.000 TON | 65.00000 3250.00| 65.00000 3250.00| 65.00000 3250.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0300 450B000 110.000 SQYD| 75.59000 8314.90| 65.00000 7150.00| 75.00000 8250.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0310 502A000 20293.000 LB | 0.45000 9131.85| 0.50000 10146.50| 0.50000 10146.50 Steel Reinforcement | | | 0320 502B000 LUMP| 45010.87000 45010.87| 55000.00000 55000.00| 52700.00000 52700.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 265+10, Approx. | | | 105,400 Lbs. | | | 0330 505A000 1.000 EACH| 1751.27000 1751.27| 1500.00000 1500.00| 2500.00000 2500.00 Steel Test Piles (HP 10x42) | | | 0340 505A002 1.000 EACH| 1893.58000 1893.58| 1750.00000 1750.00| 3000.00000 3000.00 Steel Test Piles (HP 12x53) | | | 0350 505A004 1.000 EACH| 2087.72000 2087.72| 2000.00000 2000.00| 3500.00000 3500.00 Steel Test Piles (HP 14x73) | | | 0360 505B055 1.000 EACH| 1560.98000 1560.98| 5000.00000 5000.00| 5000.00000 5000.00 Static Loading Tests (HP 10x42) | | | 0370 505B057 1.000 EACH| 1560.98000 1560.98| 5000.00000 5000.00| 6000.00000 6000.00 Static Loading Tests (HP 12x53) | | | 0380 505B059 1.000 EACH| 1560.98000 1560.98| 5000.00000 5000.00| 7000.00000 7000.00 Static Loading Tests (HP 14x73) | | | 0390 505B085 1.000 EACH| 480.13000 480.13| 500.00000 500.00| 500.00000 500.00 Dynamic Loading Tests (HP 10x42) | | | 0400 505B087 1.000 EACH| 480.13000 480.13| 500.00000 500.00| 500.00000 500.00 Dynamic Loading Tests (HP 12x53) | | | 0410 505B089 1.000 EACH| 480.13000 480.13| 500.00000 500.00| 500.00000 500.00 Dynamic Loading Tests (HP 14x73) | | | 0420 505M000 490.000 LF | 20.47000 10030.30| 22.00000 10780.00| 21.50000 10535.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0430 505M002 1703.000 LF | 12.62000 21491.86| 24.00000 40872.00| 22.75000 38743.25 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 16003 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 505M004 1373.000 LF | 27.84000 38224.32| 28.00000 38444.00| 26.50000 36384.50 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0450 508A000 3020.000 LB | 2.70000 8154.00| 3.00000 9060.00| 2.00000 6040.00 Structural Steel | | | 0460 510A000 141.000 CUYD| 425.00000 59925.00| 200.00000 28200.00| 400.00000 56400.00 Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 172228.76000 172228.76| 150000.00000 150000.00| 201500.00000 201500.00 Bridge Concrete Superstructure, STA. | | | 265+10, Approx. 403 Cu Yds | | | 0480 510E000 1280.000 SQYD| 1.95000 2496.00| 3.00000 3840.00| 3.00000 3840.00 Grooving Concrete Bridge Decks | | | 0490 511A001 96.000 EACH| 56.88000 5460.48| 150.00000 14400.00| 100.00000 9600.00 Elastomeric Bearings, Type 2 | | | 0500 513B003 1881.000 LF | 45.68000 85924.08| 70.00000 131670.00| 58.50000 110038.50 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0510 524B011 60.000 CUYD| 675.43000 40525.80| 350.00000 21000.00| 400.00000 24000.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0520 530A003 96.000 LF | 44.35000 4257.60| 44.00000 4224.00| 45.00000 4320.00 30" Roadway Pipe (Class 3 R.C.) | | | 0530 530A603 75.000 LF | 32.35000 2426.25| 28.00000 2100.00| 30.00000 2250.00 30" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0540 535A080 125.000 LF | 23.10000 2887.50| 22.00000 2750.00| 30.00000 3750.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0550 535A651 106.000 LF | 20.00000 2120.00| 20.00000 2120.00| 30.00000 3180.00 18" Side Drain Pipe (Temporary) | | | 0560 600A000 LUMP| 185000.00000 185000.00| 81000.00000 81000.00| 66586.00000 66586.00 Mobilization | | | 0570 601A000 1.000 EACH| 6043.94000 6043.94| 5000.00000 5000.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0580 610C001 2916.000 TON | 19.66000 57328.56| 18.50000 53946.00| 24.25000 70713.00 Loose Riprap, Class 2 | | | 0590 610D000 2302.000 SQYD| 1.10000 2532.20| 1.75000 4028.50| 2.25000 5179.50 Filter Blanket | | | 0600 619A004 2.000 EACH| 950.00000 1900.00| 600.00000 1200.00| 861.00000 1722.00 30" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -6 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 16003 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 619A101 4.000 EACH| 650.00000 2600.00| 400.00000 1600.00| 564.00000 2256.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0620 630A001 513.000 LF | 11.05000 5668.65| 11.05000 5668.65| 11.05000 5668.65 Steel Beam Guardrail, Class A, Type 2 | | | 0630 630C003 8.000 EACH| 950.00000 7600.00| 950.00000 7600.00| 950.00000 7600.00 Guardrail End Anchor, Type 13 | | | 0640 630C050 8.000 EACH| 1280.00000 10240.00| 1280.00000 10240.00| 1280.00000 10240.00 Guardrail End Anchor, Type 20 Series | | | 0650 650A000 599.000 CUYD| 6.54000 3917.46| 8.00000 4792.00| 8.75000 5241.25 Topsoil | | | 0660 650B000 2116.000 CUYD| 5.60000 11849.60| 8.00000 16928.00| 5.15000 10897.40 Topsoil From Stockpiles | | | 0670 651B000 10.000 TON | 37.10000 371.00| 50.00000 500.00| 45.00000 450.00 Agricultural Limestone | | | 0680 652A050 2.000 ACRE| 477.00000 954.00| 750.00000 1500.00| 1100.00000 2200.00 Seeding (Mix 1A) | | | 0690 652A053 2.000 ACRE| 477.00000 954.00| 750.00000 1500.00| 1100.00000 2200.00 Seeding (Mix 1E) | | | 0700 652B050 1.000 ACRE| 397.50000 397.50| 650.00000 650.00| 400.00000 400.00 Temporary Seeding (Mix 1AT) | | | 0710 652C000 5.000 ACRE| 20.00000 100.00| 50.00000 250.00| 45.00000 225.00 Mowing | | | 0720 652D050 1.000 ACRE| 477.00000 477.00| 1000.00000 1000.00| 800.00000 800.00 Seeding In Stubble (Mix 1A) | | | 0730 654A001 832.000 SQYD| 4.00000 3328.00| 4.00000 3328.00| 5.00000 4160.00 Solid Sodding (Bermuda) | | | 0740 656A000 5.000 ACRE| 424.00000 2120.00| 750.00000 3750.00| 500.00000 2500.00 Mulching, Class A, Type 1 | | | 0750 665A000 3.000 ACRE| 397.50000 1192.50| 500.00000 1500.00| 350.00000 1050.00 Temporary Seeding | | | 0760 665B000 3.000 ACRE| 424.00000 1272.00| 500.00000 1500.00| 350.00000 1050.00 Temporary Mulching | | | 0770 665F000 20.000 EACH| 6.37000 127.40| 6.00000 120.00| 6.00000 120.00 Hay Bales | | | 0780 665I000 470.000 TON | 19.43000 9132.10| 22.00000 10340.00| 24.25000 11397.50 Temporary Riprap, Class 2 | | | 0790 665J000 9820.000 LF | 2.90000 28478.00| 2.50000 24550.00| 3.00000 29460.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -7 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 16003 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 665K000 60.000 CUYD| 9.90000 594.00| 10.00000 600.00| 6.50000 390.00 Drainage Sump Excavation | | | 0810 665L000 600.000 LF | 11.35000 6810.00| 15.00000 9000.00| 8.50000 5100.00 Floating Basin Boom | | | 0820 666A001 5.000 ACRE| 35.00000 175.00| 100.00000 500.00| 30.00000 150.00 Pest Control Treatment | | | 0830 680A000 LUMP| 35000.00000 35000.00| 5000.00000 5000.00| 60000.00000 60000.00 Engineering Controls | | | 0840 701C002 1.000 MILE| 750.00000 750.00| 750.00000 750.00| 1000.00000 1000.00 Broken Temporary Traffic Stripe (Paint) | | | 0850 701C003 2.000 MILE| 750.00000 1500.00| 750.00000 1500.00| 1500.00000 3000.00 Solid Temporary Traffic Stripe (Paint) | | | 0860 701D007 1.000 MILE| 1750.00000 1750.00| 1750.00000 1750.00| 2000.00000 2000.00 Solid Traffic Stripe Removed (Paint) | | | 0870 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 2000.00000 2000.00 Broken Traffic Stripe Removed (Paint) | | | 0880 701G125 640.000 LF | 3.87000 2476.80| 3.87000 2476.80| 5.00000 3200.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0890 701G133 640.000 LF | 3.98000 2547.20| 3.98000 2547.20| 5.00000 3200.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0900 702A041 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| 6200.00000 6200.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0910 702A043 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| 6200.00000 6200.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0920 705A023 54.000 EACH| 10.00000 540.00| 10.00000 540.00| 6.00000 324.00 Pavement Markers, Class C, Type 2-D | | | 0930 705A037 63.000 EACH| 10.00000 630.00| 10.00000 630.00| 6.00000 378.00 Pavement Markers, Class A-H, Type 2-D | | | 0940 740B000 399.000 SQFT| 7.42000 2960.58| 10.00000 3990.00| 7.00000 2793.00 Construction Signs | | | 0950 740D000 14.000 EACH| 61.48000 860.72| 85.00000 1190.00| 65.00000 910.00 Channelizing Drums | | | 0960 740E000 25.000 EACH| 9.72000 243.00| 10.00000 250.00| 10.00000 250.00 Cones (36 Inches High) | | | 0970 740F002 8.000 EACH| 159.00000 1272.00| 215.00000 1720.00| 150.00000 1200.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -8 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 16003 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 740I005 2.000 EACH| 406.25000 812.50| 550.00000 1100.00| 250.00000 500.00 Warning Lights, Type B (Detachable Head | | | 0990 740L005 65.000 EACH| 44.52000 2893.80| 60.00000 3900.00| 30.00000 1950.00 Vertical Panel, Type I (Double-Sided) | | | 1000 740M001 25.000 EACH| 6.48000 162.00| 7.50000 187.50| 5.00000 125.00 Ballast For Cone | | | 1010 998A001 LUMP| 0.00000 0.00| 81600.00000 81600.00| 81600.00000 81600.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 81,600.00) | | | 1020 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 | $ 1,751,177.15| $ 1,758,661.36| $ 1,869,471.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,751,177.15| $ 1,758,661.36| $ 1,869,471.58 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -9 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 18024 |( 6 ) 13099 |RILEY BRIDGE & ENGINEERING |RACON, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 25500.00000 25500.00| 50000.00000 50000.00| 114000.00000 114000.00 Clearing & Grubbing (Approximately 10 | | | Acres) | | | 0020 206A000 LUMP| 46000.00000 46000.00| 90300.00000 90300.00| 60000.00000 60000.00 Removal Of Old Bridge, Station 265+10 | | | 0030 206D000 305.000 LF | 12.00000 3660.00| 6.11000 1863.55| 3.00000 915.00 Removing Pipe | | | 0040 206D001 959.000 LF | 11.00000 10549.00| 2.20000 2109.80| 5.00000 4795.00 Removing Guardrail | | | 0050 210A000 25324.000 CUYD| 4.35000 110159.40| 3.50000 88634.00| 3.00000 75972.00 Unclassified Excavation | | | 0060 210C000 6031.000 CUYD| 7.10000 42820.10| 3.50000 21108.50| 6.00000 36186.00 Muck Excavation | | | 0070 210D011 48835.000 CUYD| 5.56000 271522.60| 5.50000 268592.50| 4.50000 219757.50 Borrow Excavation (A-4 or Better) | | | 0080 214A000 172.000 CUYD| 5.45000 937.40| 6.00000 1032.00| 6.00000 1032.00 Structure Excavation | | | 0090 214B001 82.000 CUYD| 23.00000 1886.00| 30.00000 2460.00| 30.00000 2460.00 Foundation Backfill, Commercial | | | 0100 230A000 31.000 RBST| 245.00000 7595.00| 400.00000 12400.00| 400.00000 12400.00 Roadbed Processing | | | 0110 235A000 LUMP| 75000.00000 75000.00| 95497.50000 95497.50| 100000.00000 100000.00 Detour Bridge At Station 59+94 | | | 0120 301A222 9931.000 SQYD| 5.85000 58096.35| 4.20000 41710.20| 4.55000 45186.05 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0130 301A251 1394.000 SQYD| 5.80000 8085.20| 5.60000 7806.40| 5.80000 8085.20 Soil Aggregate Base Course, Type C, | | | Yard Mixed, 5.75" Compacted Thickness | | | 0140 301A252 1300.000 SQYD| 5.80000 7540.00| 5.60000 7280.00| 6.10000 7930.00 Soil Aggregate Base Course, Type C, | | | Yard Mixed, 6" Compacted Thickness | | | 0150 305B060 500.000 TON | 18.00000 9000.00| 18.10000 9050.00| 23.05000 11525.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone 1" Down, For | | | 0160 401A000 9717.000 SQYD| 0.60000 5830.20| 0.58000 5635.86| 0.45000 4372.65 Bituminous Treatment A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -10 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 18024 |( 6 ) 13099 |RILEY BRIDGE & ENGINEERING |RACON, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 401B106 1394.000 SQYD| 4.36000 6077.84| 4.20000 5854.80| 7.00000 9758.00 Bituminous Treatment JG (With Polymer | | | Additive) | | | 0180 401B107 2494.000 SQYD| 4.36000 10873.84| 4.20000 10474.80| 6.00000 14964.00 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0190 405A000 400.000 GAL | 1.20000 480.00| 1.16000 464.00| 1.20000 480.00 Tack Coat | | | 0200 424A360 577.000 TON | 68.50000 39524.50| 65.98000 38070.46| 51.75000 29859.75 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424A363 50.000 TON | 54.50000 2725.00| 52.50000 2625.00| 72.25000 3612.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424A366 50.000 TON | 68.50000 3425.00| 65.98000 3299.00| 68.00000 3400.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424A369 50.000 TON | 70.85000 3542.50| 68.25000 3412.50| 71.60000 3580.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424B651 1490.000 TON | 51.25000 76362.50| 49.35000 73531.50| 42.10000 62729.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 424B655 50.000 TON | 76.30000 3815.00| 73.50000 3675.00| 80.00000 4000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B659 100.000 TON | 51.25000 5125.00| 49.35000 4935.00| 70.00000 7000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B662 50.000 TON | 71.00000 3550.00| 68.25000 3412.50| 68.00000 3400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -11 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 18024 |( 6 ) 13099 |RILEY BRIDGE & ENGINEERING |RACON, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 424B682 481.000 TON | 51.25000 24651.25| 49.35000 23737.35| 42.50000 20442.50 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 424C371 50.000 TON | 71.00000 3550.00| 68.25000 3412.50| 65.00000 3250.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0300 450B000 110.000 SQYD| 60.00000 6600.00| 68.25000 7507.50| 90.00000 9900.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0310 502A000 20293.000 LB | 0.50000 10146.50| 0.61000 12378.73| 0.62000 12581.66 Steel Reinforcement | | | 0320 502B000 LUMP| 48484.00000 48484.00| 60868.50000 60868.50| 65500.00000 65500.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 265+10, Approx. | | | 105,400 Lbs. | | | 0330 505A000 1.000 EACH| 2000.00000 2000.00| 1050.00000 1050.00| 1800.00000 1800.00 Steel Test Piles (HP 10x42) | | | 0340 505A002 1.000 EACH| 2000.00000 2000.00| 1050.00000 1050.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53) | | | 0350 505A004 1.000 EACH| 2000.00000 2000.00| 1050.00000 1050.00| 2200.00000 2200.00 Steel Test Piles (HP 14x73) | | | 0360 505B055 1.000 EACH| 2000.00000 2000.00| 105.00000 105.00| 700.00000 700.00 Static Loading Tests (HP 10x42) | | | 0370 505B057 1.000 EACH| 2000.00000 2000.00| 105.00000 105.00| 700.00000 700.00 Static Loading Tests (HP 12x53) | | | 0380 505B059 1.000 EACH| 2000.00000 2000.00| 105.00000 105.00| 700.00000 700.00 Static Loading Tests (HP 14x73) | | | 0390 505B085 1.000 EACH| 2000.00000 2000.00| 262.50000 262.50| 1000.00000 1000.00 Dynamic Loading Tests (HP 10x42) | | | 0400 505B087 1.000 EACH| 2000.00000 2000.00| 262.50000 262.50| 1000.00000 1000.00 Dynamic Loading Tests (HP 12x53) | | | 0410 505B089 1.000 EACH| 2000.00000 2000.00| 262.50000 262.50| 1000.00000 1000.00 Dynamic Loading Tests (HP 14x73) | | | 0420 505M000 490.000 LF | 21.50000 10535.00| 25.20000 12348.00| 22.00000 10780.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0430 505M002 1703.000 LF | 24.00000 40872.00| 25.20000 42915.60| 24.00000 40872.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -12 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 18024 |( 6 ) 13099 |RILEY BRIDGE & ENGINEERING |RACON, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 505M004 1373.000 LF | 28.00000 38444.00| 27.30000 37482.90| 27.00000 37071.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0450 508A000 3020.000 LB | 3.80000 11476.00| 4.46000 13469.20| 3.00000 9060.00 Structural Steel | | | 0460 510A000 141.000 CUYD| 480.00000 67680.00| 525.00000 74025.00| 500.00000 70500.00 Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 145000.00000 145000.00| 162750.00000 162750.00| 240000.00000 240000.00 Bridge Concrete Superstructure, STA. | | | 265+10, Approx. 403 Cu Yds | | | 0480 510E000 1280.000 SQYD| 2.80000 3584.00| 2.21000 2828.80| 2.15000 2752.00 Grooving Concrete Bridge Decks | | | 0490 511A001 96.000 EACH| 95.00000 9120.00| 89.25000 8568.00| 100.00000 9600.00 Elastomeric Bearings, Type 2 | | | 0500 513B003 1881.000 LF | 51.00000 95931.00| 73.50000 138253.50| 80.00000 150480.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0510 524B011 60.000 CUYD| 890.00000 53400.00| 710.00000 42600.00| 500.00000 30000.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0520 530A003 96.000 LF | 66.50000 6384.00| 36.25000 3480.00| 44.00000 4224.00 30" Roadway Pipe (Class 3 R.C.) | | | 0530 530A603 75.000 LF | 60.00000 4500.00| 25.35000 1901.25| 28.00000 2100.00 30" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0540 535A080 125.000 LF | 38.50000 4812.50| 22.40000 2800.00| 22.00000 2750.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0550 535A651 106.000 LF | 49.00000 5194.00| 21.40000 2268.40| 20.00000 2120.00 18" Side Drain Pipe (Temporary) | | | 0560 600A000 LUMP| 115000.00000 115000.00| 155000.00000 155000.00| 110000.00000 110000.00 Mobilization | | | 0570 601A000 1.000 EACH| 15000.00000 15000.00| 1500.00000 1500.00| 4000.00000 4000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0580 610C001 2916.000 TON | 28.35000 82668.60| 22.00000 64152.00| 18.50000 53946.00 Loose Riprap, Class 2 | | | 0590 610D000 2302.000 SQYD| 4.36000 10036.72| 1.75000 4028.50| 1.75000 4028.50 Filter Blanket | | | 0600 619A004 2.000 EACH| 765.00000 1530.00| 675.00000 1350.00| 600.00000 1200.00 30" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -13 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 18024 |( 6 ) 13099 |RILEY BRIDGE & ENGINEERING |RACON, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 619A101 4.000 EACH| 588.00000 2352.00| 530.00000 2120.00| 400.00000 1600.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0620 630A001 513.000 LF | 12.00000 6156.00| 11.28000 5786.64| 11.05000 5668.65 Steel Beam Guardrail, Class A, Type 2 | | | 0630 630C003 8.000 EACH| 1050.00000 8400.00| 1100.00000 8800.00| 950.00000 7600.00 Guardrail End Anchor, Type 13 | | | 0640 630C050 8.000 EACH| 1400.00000 11200.00| 1595.00000 12760.00| 1280.00000 10240.00 Guardrail End Anchor, Type 20 Series | | | 0650 650A000 599.000 CUYD| 5.75000 3444.25| 3.00000 1797.00| 8.00000 4792.00 Topsoil | | | 0660 650B000 2116.000 CUYD| 4.65000 9839.40| 3.00000 6348.00| 6.00000 12696.00 Topsoil From Stockpiles | | | 0670 651B000 10.000 TON | 47.00000 470.00| 35.00000 350.00| 35.00000 350.00 Agricultural Limestone | | | 0680 652A050 2.000 ACRE| 850.00000 1700.00| 545.00000 1090.00| 600.00000 1200.00 Seeding (Mix 1A) | | | 0690 652A053 2.000 ACRE| 850.00000 1700.00| 560.00000 1120.00| 600.00000 1200.00 Seeding (Mix 1E) | | | 0700 652B050 1.000 ACRE| 700.00000 700.00| 445.00000 445.00| 500.00000 500.00 Temporary Seeding (Mix 1AT) | | | 0710 652C000 5.000 ACRE| 50.00000 250.00| 55.00000 275.00| 25.00000 125.00 Mowing | | | 0720 652D050 1.000 ACRE| 1120.00000 1120.00| 525.00000 525.00| 600.00000 600.00 Seeding In Stubble (Mix 1A) | | | 0730 654A001 832.000 SQYD| 5.50000 4576.00| 4.35000 3619.20| 5.00000 4160.00 Solid Sodding (Bermuda) | | | 0740 656A000 5.000 ACRE| 400.00000 2000.00| 510.00000 2550.00| 600.00000 3000.00 Mulching, Class A, Type 1 | | | 0750 665A000 3.000 ACRE| 550.00000 1650.00| 475.00000 1425.00| 500.00000 1500.00 Temporary Seeding | | | 0760 665B000 3.000 ACRE| 550.00000 1650.00| 505.00000 1515.00| 500.00000 1500.00 Temporary Mulching | | | 0770 665F000 20.000 EACH| 5.75000 115.00| 6.00000 120.00| 6.00000 120.00 Hay Bales | | | 0780 665I000 470.000 TON | 32.70000 15369.00| 28.00000 13160.00| 22.00000 10340.00 Temporary Riprap, Class 2 | | | 0790 665J000 9820.000 LF | 5.75000 56465.00| 1.00000 9820.00| 2.50000 24550.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -14 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 18024 |( 6 ) 13099 |RILEY BRIDGE & ENGINEERING |RACON, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 665K000 60.000 CUYD| 6.55000 393.00| 6.55000 393.00| 10.00000 600.00 Drainage Sump Excavation | | | 0810 665L000 600.000 LF | 12.50000 7500.00| 25.00000 15000.00| 25.00000 15000.00 Floating Basin Boom | | | 0820 666A001 5.000 ACRE| 30.00000 150.00| 30.00000 150.00| 100.00000 500.00 Pest Control Treatment | | | 0830 680A000 LUMP| 50000.00000 50000.00| 35500.00000 35500.00| 12000.00000 12000.00 Engineering Controls | | | 0840 701C002 1.000 MILE| 780.00000 780.00| 825.00000 825.00| 750.00000 750.00 Broken Temporary Traffic Stripe (Paint) | | | 0850 701C003 2.000 MILE| 780.00000 1560.00| 825.00000 1650.00| 750.00000 1500.00 Solid Temporary Traffic Stripe (Paint) | | | 0860 701D007 1.000 MILE| 1780.00000 1780.00| 1925.00000 1925.00| 1750.00000 1750.00 Solid Traffic Stripe Removed (Paint) | | | 0870 701D014 1.000 MILE| 1650.00000 1650.00| 1650.00000 1650.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Paint) | | | 0880 701G125 640.000 LF | 4.25000 2720.00| 4.26000 2726.40| 3.87000 2476.80 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0890 701G133 640.000 LF | 5.90000 3776.00| 4.38000 2803.20| 3.98000 2547.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0900 702A041 1.000 MILE| 5100.00000 5100.00| 5500.00000 5500.00| 5000.00000 5000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0910 702A043 1.000 MILE| 5100.00000 5100.00| 5500.00000 5500.00| 5000.00000 5000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0920 705A023 54.000 EACH| 10.50000 567.00| 11.00000 594.00| 10.00000 540.00 Pavement Markers, Class C, Type 2-D | | | 0930 705A037 63.000 EACH| 10.50000 661.50| 11.00000 693.00| 10.00000 630.00 Pavement Markers, Class A-H, Type 2-D | | | 0940 740B000 399.000 SQFT| 12.56000 5011.44| 9.00000 3591.00| 14.00000 5586.00 Construction Signs | | | 0950 740D000 14.000 EACH| 87.20000 1220.80| 68.00000 952.00| 60.00000 840.00 Channelizing Drums | | | 0960 740E000 25.000 EACH| 11.40000 285.00| 1.00000 25.00| 12.00000 300.00 Cones (36 Inches High) | | | 0970 740F002 8.000 EACH| 270.00000 2160.00| 180.00000 1440.00| 200.00000 1600.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 037 -15 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20030425037 COUNTIES : LAMAR LETTING DATE : 04/25/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 18024 |( 6 ) 13099 |RILEY BRIDGE & ENGINEERING |RACON, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0980 740I005 2.000 EACH| 270.00000 540.00| 450.00000 900.00| 1400.00000 2800.00 Warning Lights, Type B (Detachable Head | | | 0990 740L005 65.000 EACH| 30.00000 1950.00| 75.00000 4875.00| 30.00000 1950.00 Vertical Panel, Type I (Double-Sided) | | | 1000 740M001 25.000 EACH| 8.00000 200.00| 1.00000 25.00| 7.00000 175.00 Ballast For Cone | | | 1010 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 81,600.00) | | | 1020 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 | $ 1,896,343.39| $ 1,901,256.54| $ 1,912,243.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,896,343.39| $ 1,901,256.54| $ 1,912,243.96 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20030425038 COUNTIES : MOBILE LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPAA-0213(500) for constructing the Resurfacing and Traffic Stripe on S.R.#213 from MP 0.00 to MP 2.70 in Saraland. Length - 2.70 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 310,121.22 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 313,140.36 100.9735% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030425038 COUNTIES : MOBILE LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 2.000 EACH| 100.00000 200.00| 100.72000 201.44| Mailbox Reset, Single | | | 0020 405A000 2675.000 GAL | 1.00000 2675.00| 1.17000 3129.75| Tack Coat | | | 0030 424A360 1700.000 TON | 39.00000 66300.00| 40.49000 68833.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424B651 3432.000 TON | 35.70000 122522.40| 33.27000 114182.64| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0050 424B655 50.000 TON | 35.70000 1785.00| 65.00000 3250.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B659 150.000 TON | 35.70000 5355.00| 55.00000 8250.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 15900.00000 15900.00| 16537.00000 16537.00| Mobilization | | | 0080 650A000 1400.000 CUYD| 11.00000 15400.00| 11.80000 16520.00| Topsoil | | | 0090 652A061 3.000 ACRE| 630.00000 1890.00| 570.98000 1712.94| Seeding (Mix 3E) | | | 0100 656A000 3.000 ACRE| 555.00000 1665.00| 570.98000 1712.94| Mulching, Class A, Type 1 | | | 0110 665F000 936.000 EACH| 4.50000 4212.00| 5.81000 5438.16| Hay Bales | | | 0120 665J000 1326.000 LF | 3.50000 4641.00| 3.25000 4309.50| Silt Fence, Type A | | | 0130 666A001 6.000 ACRE| 50.00000 300.00| 39.97000 239.82| Pest Control Treatment | | | 0140 701C000 2.000 MILE| 463.40000 926.80| 456.78000 913.56| Broken Temporary Traffic Stripe | | | 0150 701C001 11.000 MILE| 521.32000 5734.52| 513.88000 5652.68| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20030425038 COUNTIES : MOBILE LETTING DATE : 04/25/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 702A041 4.000 MILE| 4865.50000 19462.00| 4796.21000 19184.84| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A042 1.000 MILE| 2548.60000 2548.60| 2512.30000 2512.30| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702A043 4.000 MILE| 4865.50000 19462.00| 4796.21000 19184.84| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 703A002 312.000 SQFT| 4.05000 1263.60| 4.00000 1248.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 705A032 42.000 EACH| 6.35000 266.70| 6.28000 263.76| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 221.000 EACH| 6.35000 1403.35| 6.28000 1387.88| Pavement Markers, Class A-H, Type 2-D | | | 0220 730H001 2688.000 LF | 3.45000 9273.60| 3.43000 9219.84| Loop Wire | | | 0230 730K000 3.000 EACH| 286.55000 859.65| 285.49000 856.47| Traffic Signal Junction Box | | | 0240 730L003 100.000 LF | 3.45000 345.00| 3.43000 343.00| 1", Non-Metallic, Conduit | | | 0250 740B000 520.000 SQFT| 9.15000 4758.00| 7.14000 3712.80| Construction Signs | | | 0260 740D000 50.000 EACH| 10.00000 500.00| 47.57000 2378.50| Channelizing Drums | | | 0270 740E000 118.000 EACH| 2.00000 236.00| 10.70000 1262.60| Cones (36 Inches High) | | | 0280 740M001 118.000 EACH| 2.00000 236.00| 5.95000 702.10| Ballast For Cone | | | 0290 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 15,500.00) | | | SECTION TOTALS | $ 310,121.22| $ 313,140.36| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 310,121.22| $ 313,140.36| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-0069(505) for constructing the Bridge Replacement and Approaches on S.R.#69 at Lost Creek northeast of Oakman. Length 0.629 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,954,171.95 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,985,280.11 101.5919% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 2,108,193.79 107.8817% 4 13036 THE MORRIS GROUP, INC. $ 2,165,597.13 109.2840% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 19007 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |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 201A000M LUMP| 100000.00000 100000.00| 30000.00000 30000.00| 15000.00000 15000.00 Clearing & Grubbing (Approximately 3 | | | HECTARES) | | | 0020 205A001M 1.000 EACH| 674.89000 674.89| 5000.00000 5000.00| 500.00000 500.00 Removal Of Structures, Structure No. 1 | | | 0030 206A000M LUMP| 75000.00000 75000.00| 80000.00000 80000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 52+48.59 | | | 0040 206D000M 20.000 M | 16.26000 325.20| 5.00000 100.00| 16.40000 328.00 Removing Pipe | | | 0050 206D001M 659.000 M | 3.30000 2174.70| 3.10000 2042.90| 3.10000 2042.90 Removing Guardrail | | | 0060 206E008M 6.000 EACH| 125.00000 750.00| 87.00000 522.00| 87.00000 522.00 Removing Guardrail End Anchor (All Type | | | 0070 210A000M 19760.000 M3 | 3.30000 65208.00| 4.50000 88920.00| 3.27000 64615.20 Unclassified Excavation | | | 0080 210D000M 32016.000 M3 | 5.15000 164882.40| 6.00000 192096.00| 5.89000 188574.24 Borrow Excavation | | | 0090 214A000M 5.000 M3 | 18.51000 92.55| 50.00000 250.00| 19.62000 98.10 Structure Excavation | | | 0100 214B001M 5.000 M3 | 50.92000 254.60| 50.00000 250.00| 32.70000 163.50 Foundation Backfill, Commercial | | | 0110 235A000M LUMP| 102001.42000 102001.42| 125000.00000 125000.00| 160000.00000 160000.00 Detour Bridge At Station 52+90 | | | 0120 401B108M 1885.000 M2 | 6.00000 11310.00| 6.00000 11310.00| 6.00000 11310.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0130 405A000M 1620.000 L | 0.40000 648.00| 0.40000 648.00| 0.40000 648.00 Tack Coat | | | 0140 424A360M 469.000 MTON| 54.25000 25443.25| 54.25000 25443.25| 54.25000 25443.25 Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A366M 1374.000 MTON| 50.50000 69387.00| 50.50000 69387.00| 50.50000 69387.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B652M 353.000 MTON| 52.30000 18461.90| 52.30000 18461.90| 52.30000 18461.90 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 19007 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B682M 1177.000 MTON| 39.40000 46373.80| 39.40000 46373.80| 39.40000 46373.80 Superpave Bituminous Concrete Lower | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 430B026M 170.000 MTON| 25.77000 4380.90| 18.00000 3060.00| 17.64000 2998.80 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0190 450B000M 87.000 M2 | 83.70000 7281.90| 78.00000 6786.00| 110.00000 9570.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A000M 30300.000 KG | 0.89000 26967.00| 1.10000 33330.00| 1.20000 36360.00 Steel Reinforcement | | | 0210 502B000M LUMP| 42967.74000 42967.74| 55000.00000 55000.00| 56000.00000 56000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 52+46, | | | Approximately 46,200 KG | | | 0220 505G003M 28.000 EACH| 109.05000 3053.40| 100.00000 2800.00| 120.00000 3360.00 Pile Points (Type A, 310 mm) | | | 0230 505M002M 250.000 M | 78.98000 19745.00| 65.00000 16250.00| 92.50000 23125.00 Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | 0240 506A003M 32.000 M | 308.31000 9865.92| 960.00000 30720.00| 350.00000 11200.00 Drilled Shaft Excavation, 1520 mm | | | Diameter | | | 0250 506B005M 18.000 M | 1505.53000 27099.54| 2420.00000 43560.00| 1920.00000 34560.00 Special Drilled Shaft Excavation, 1520 | | | mm Diameter | | | 0260 506C044M 48.000 M | 474.91000 22795.68| 340.00000 16320.00| 477.00000 22896.00 Drilled Shaft Construction, 1520 mm | | | Diameter, Class DS1 Concrete | | | 0270 508A000M 3920.000 KG | 5.78000 22657.60| 5.00000 19600.00| 6.50000 25480.00 Structural Steel | | | 0280 510A000M 173.000 M3 | 485.00000 83905.00| 375.00000 64875.00| 615.00000 106395.00 Bridge Substructure Concrete, Class A | | | 0290 510C051M LUMP| 200000.00000 200000.00| 200000.00000 200000.00| 275000.00000 275000.00 Bridge Concrete Superstructure, Sta. | | | 52+46, Approximately 351 Cubic | | | 0300 510E000M 1160.000 M2 | 2.86000 3317.60| 3.00000 3480.00| 2.50000 2900.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 19007 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 511A001M 48.000 EACH| 75.52000 3624.96| 250.00000 12000.00| 130.00000 6240.00 Elastomeric Bearings, Type 2 | | | 0320 513B005M 445.000 M | 264.14000 117542.30| 300.00000 133500.00| 332.00000 147740.00 Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0330 513B019M 192.000 M | 343.04000 65863.68| 475.00000 91200.00| 400.00000 76800.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1600 (Specialty Item) | | | 0340 530A103M 2.000 M | 295.90000 591.80| 500.00000 1000.00| 147.64000 295.28 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0350 535A002M 41.000 M | 116.91000 4793.31| 80.00000 3280.00| 91.86000 3766.26 600 mm Side Drain Pipe | | | 0360 600A000M LUMP| 185000.00000 185000.00| 150050.00000 150050.00| 200000.00000 200000.00 Mobilization | | | 0370 602A000M 6.000 EACH| 102.78000 616.68| 150.00000 900.00| 100.00000 600.00 Right Of Way Markers | | | 0380 606A000M 300.000 M | 31.49000 9447.00| 38.00000 11400.00| 26.25000 7875.00 150 mm Underdrain Pipe | | | 0390 610C001M 4188.000 MTON| 19.84000 83089.92| 20.00000 83760.00| 16.53000 69227.64 Loose Riprap, Class 2 | | | 0400 610D000M 2748.000 M2 | 2.35000 6457.80| 2.00000 5496.00| 2.39000 6567.72 Filter Blanket | | | 0410 619A102M 6.000 EACH| 950.00000 5700.00| 600.00000 3600.00| 575.00000 3450.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0420 620A000M 1.000 M3 | 800.00000 800.00| 1500.00000 1500.00| 980.96000 980.96 Minor Structure Concrete | | | 0430 621I002M 1.000 EACH| 8750.00000 8750.00| 10000.00000 10000.00| 6500.00000 6500.00 Stilling Basins, Type 2 | | | 0440 630A001M 675.000 M | 32.80000 22140.00| 36.50000 24637.50| 36.50000 24637.50 Steel Beam Guardrail, Class A, Type 2 | | | 0450 630C003M 4.000 EACH| 1050.00000 4200.00| 980.00000 3920.00| 980.00000 3920.00 Guardrail End Anchor, Type 13 | | | 0460 630C050M 1.000 EACH| 1400.00000 1400.00| 1300.00000 1300.00| 1300.00000 1300.00 Guardrail End Anchor, Type 20 Series | | | 0470 630C070M 3.000 EACH| 3750.00000 11250.00| 1210.00000 3630.00| 1210.00000 3630.00 Guardrail End Anchor, Type 10 Series | | | 0480 637A000M 930.000 M | 15.09000 14033.70| 14.00000 13020.00| 13.12000 12201.60 Fence Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 19007 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 641A001M 9.000 M | 50.00000 450.00| 50.00000 450.00| 50.00000 450.00 19.05 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 0500 641A008M 83.000 M | 260.00000 21580.00| 381.00000 31623.00| 260.00000 21580.00 152.4 Millimeter D.I. Water Main Laid | | | (Ball And Socket Joint) | | | 0510 641A035M 496.000 M | 103.00000 51088.00| 103.00000 51088.00| 103.00000 51088.00 152.4 Millimeter D.I. Water Main Laid | | | 0520 643A000M 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 450.00000 900.00 Water Meters Reset | | | 0530 650B000M 2319.000 M3 | 5.83000 13519.77| 5.00000 11595.00| 3.92000 9090.48 Topsoil From Stockpiles | | | 0540 652A050M 1.000 HA | 1200.00000 1200.00| 1977.00000 1977.00| 1200.00000 1200.00 Seeding (Mix 1A) | | | 0550 652A053M 2.000 HA | 1200.00000 2400.00| 1977.00000 3954.00| 1200.00000 2400.00 Seeding (Mix 1E) | | | 0560 652B050M 1.000 HA | 1010.00000 1010.00| 1730.00000 1730.00| 1000.00000 1000.00 Temporary Seeding (Mix 1AT) | | | 0570 652C000M 3.000 HA | 126.25000 378.75| 124.00000 372.00| 125.00000 375.00 Mowing | | | 0580 652D050M 1.000 HA | 1363.50000 1363.50| 1730.00000 1730.00| 1350.00000 1350.00 Seeding In Stubble (Mix 1A) | | | 0590 656A000M 2.000 HA | 1060.50000 2121.00| 1730.00000 3460.00| 1050.00000 2100.00 Mulching, Class A, Type 1 | | | 0600 656A001M 2.000 HA | 1272.60000 2545.20| 1730.00000 3460.00| 1260.00000 2520.00 Mulching, Class A, Type 2 | | | 0610 659A000M 200.000 M2 | 2.28000 456.00| 2.40000 480.00| 2.25000 450.00 Erosion Control Netting, Class A | | | 0620 659A001M 800.000 M2 | 2.28000 1824.00| 2.40000 1920.00| 2.25000 1800.00 Erosion Control Netting, Class B | | | 0630 659A002M 1657.000 M2 | 4.80000 7953.60| 6.60000 10936.20| 4.75000 7870.75 Erosion Control Netting, Class C1 | | | 0640 665C000M 100.000 M | 44.79000 4479.00| 15.00000 1500.00| 32.81000 3281.00 375 mm Temporary Pipe | | | 0650 665F000M 100.000 EACH| 6.05000 605.00| 6.00000 600.00| 5.00000 500.00 Hay Bales | | | 0660 665I000M 540.000 MTON| 17.94000 9687.60| 22.00000 11880.00| 22.05000 11907.00 Temporary Riprap, Class 2 | | | 0670 665J000M 1800.000 M | 10.53000 18954.00| 9.00000 16200.00| 8.20000 14760.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -6 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 19007 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 665K000M 100.000 M3 | 22.02000 2202.00| 25.00000 2500.00| 13.08000 1308.00 Drainage Sump Excavation | | | 0690 665L000M 312.000 M | 36.87000 11503.44| 50.00000 15600.00| 50.00000 15600.00 Floating Basin Boom | | | 0700 666A001M 1.000 HA | 35.35000 35.35| 124.00000 124.00| 35.00000 35.00 Pest Control Treatment | | | 0710 680A000M LUMP| 29255.43000 29255.43| 1000.00000 1000.00| 53000.00000 53000.00 Engineering Controls | | | 0720 701A028M 2.000 KM | 1118.01000 2236.02| 1554.00000 3108.00| 1185.00000 2370.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0730 701A032M 1.000 KM | 1118.01000 1118.01| 1554.00000 1554.00| 1185.00000 1185.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0740 701A038M 1.000 KM | 1118.01000 1118.01| 621.00000 621.00| 1185.00000 1185.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0750 701C000M 1.000 KM | 279.50000 279.50| 466.00000 466.00| 300.00000 300.00 Broken Temporary Traffic Stripe | | | 0760 701C001M 3.000 KM | 279.50000 838.50| 466.00000 1398.00| 300.00000 900.00 Solid Temporary Traffic Stripe | | | 0770 701D008M 1.000 KM | 1552.58000 1552.58| 1090.00000 1090.00| 1645.00000 1645.00 Solid Traffic Stripe Removed (Plastic) | | | 0780 701G125M 214.000 M | 6.50000 1391.00| 12.25000 2621.50| 7.25000 1551.50 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0790 701G129M 107.000 M | 7.15000 765.05| 11.33000 1212.31| 7.60000 813.20 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0800 703A002M 10.000 M2 | 24.73000 247.30| 108.00000 1080.00| 26.21000 262.10 Traffic Control Markings, Class 2, Type | | | A | | | 0810 705A031M 199.000 EACH| 6.00000 1194.00| 5.75000 1144.25| 6.36000 1265.64 Pavement Markers, Class A-H, Type 1-A | | | 0820 705A037M 102.000 EACH| 16.00000 1632.00| 5.75000 586.50| 6.36000 648.72 Pavement Markers, Class A-H, Type 2-D | | | 0830 726A000M 477.000 M | 93.90000 44790.30| 80.00000 38160.00| 78.75000 37563.75 Portable Concrete Safety Barriers, Type | | | 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -7 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03001 |( 2 ) 01007 |( 3 ) 19007 |CLARK CONSTRUCTION CO., INC |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 740B000M 37.000 M2 | 79.50000 2941.50| 110.00000 4070.00| 89.00000 3293.00 Construction Signs | | | 0850 740D000M 30.000 EACH| 61.48000 1844.40| 85.00000 2550.00| 58.30000 1749.00 Channelizing Drums | | | 0860 740E000M 80.000 EACH| 9.75000 780.00| 10.00000 800.00| 58.30000 4664.00 Cones (900 mm High) | | | 0870 740F002M 4.000 EACH| 159.00000 636.00| 215.00000 860.00| 170.00000 680.00 Barricades, Type III | | | 0880 740I005M 2.000 EACH| 325.00000 650.00| 350.00000 700.00| 954.00000 1908.00 Warning Lights, Type B (Detachable Head | | | 0890 740M001M 80.000 EACH| 6.50000 520.00| 7.50000 600.00| 10.00000 800.00 Ballast For Cone | | | 0900 998A001M LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Optional Bid,Either | | | $0 Or $ 71,300.00) | | | 0910 999 000M 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,954,171.95| $ 1,985,280.11| $ 2,108,193.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,954,171.95| $ 1,985,280.11| $ 2,108,193.79 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -8 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13036 |( ) |( ) |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 201A000M LUMP| 25000.00000 25000.00| | Clearing & Grubbing (Approximately 3 | | | HECTARES) | | | 0020 205A001M 1.000 EACH| 500.00000 500.00| | Removal Of Structures, Structure No. 1 | | | 0030 206A000M LUMP| 80000.00000 80000.00| | Removal Of Old Bridge, Station 52+48.59 | | | 0040 206D000M 20.000 M | 16.40000 328.00| | Removing Pipe | | | 0050 206D001M 659.000 M | 3.10000 2042.90| | Removing Guardrail | | | 0060 206E008M 6.000 EACH| 87.00000 522.00| | Removing Guardrail End Anchor (All Type | | | 0070 210A000M 19760.000 M3 | 3.27000 64615.20| | Unclassified Excavation | | | 0080 210D000M 32016.000 M3 | 5.89000 188574.24| | Borrow Excavation | | | 0090 214A000M 5.000 M3 | 19.62000 98.10| | Structure Excavation | | | 0100 214B001M 5.000 M3 | 32.70000 163.50| | Foundation Backfill, Commercial | | | 0110 235A000M LUMP| 135000.00000 135000.00| | Detour Bridge At Station 52+90 | | | 0120 401B108M 1885.000 M2 | 6.00000 11310.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0130 405A000M 1620.000 L | 0.40000 648.00| | Tack Coat | | | 0140 424A360M 469.000 MTON| 54.25000 25443.25| | Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A366M 1374.000 MTON| 50.50000 69387.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B652M 353.000 MTON| 52.30000 18461.90| | Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -9 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B682M 1177.000 MTON| 39.40000 46373.80| | Superpave Bituminous Concrete Lower | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 430B026M 170.000 MTON| 17.64000 2998.80| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0190 450B000M 87.000 M2 | 69.00000 6003.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A000M 30300.000 KG | 1.00000 30300.00| | Steel Reinforcement | | | 0210 502B000M LUMP| 55000.00000 55000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 52+46, | | | Approximately 46,200 KG | | | 0220 505G003M 28.000 EACH| 95.00000 2660.00| | Pile Points (Type A, 310 mm) | | | 0230 505M002M 250.000 M | 76.00000 19000.00| | Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | 0240 506A003M 32.000 M | 348.00000 11136.00| | Drilled Shaft Excavation, 1520 mm | | | Diameter | | | 0250 506B005M 18.000 M | 1910.00000 34380.00| | Special Drilled Shaft Excavation, 1520 | | | mm Diameter | | | 0260 506C044M 48.000 M | 475.00000 22800.00| | Drilled Shaft Construction, 1520 mm | | | Diameter, Class DS1 Concrete | | | 0270 508A000M 3920.000 KG | 3.00000 11760.00| | Structural Steel | | | 0280 510A000M 173.000 M3 | 595.00000 102935.00| | Bridge Substructure Concrete, Class A | | | 0290 510C051M LUMP| 267000.00000 267000.00| | Bridge Concrete Superstructure, Sta. | | | 52+46, Approximately 351 Cubic | | | 0300 510E000M 1160.000 M2 | 2.20000 2552.00| | Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -10 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 511A001M 48.000 EACH| 155.00000 7440.00| | Elastomeric Bearings, Type 2 | | | 0320 513B005M 445.000 M | 345.00000 153525.00| | Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0330 513B019M 192.000 M | 375.00000 72000.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-1600 (Specialty Item) | | | 0340 530A103M 2.000 M | 147.64000 295.28| | 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0350 535A002M 41.000 M | 91.86000 3766.26| | 600 mm Side Drain Pipe | | | 0360 600A000M LUMP| 259000.00000 259000.00| | Mobilization | | | 0370 602A000M 6.000 EACH| 100.00000 600.00| | Right Of Way Markers | | | 0380 606A000M 300.000 M | 26.25000 7875.00| | 150 mm Underdrain Pipe | | | 0390 610C001M 4188.000 MTON| 16.53000 69227.64| | Loose Riprap, Class 2 | | | 0400 610D000M 2748.000 M2 | 2.39000 6567.72| | Filter Blanket | | | 0410 619A102M 6.000 EACH| 575.00000 3450.00| | 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0420 620A000M 1.000 M3 | 980.96000 980.96| | Minor Structure Concrete | | | 0430 621I002M 1.000 EACH| 6500.00000 6500.00| | Stilling Basins, Type 2 | | | 0440 630A001M 675.000 M | 36.50000 24637.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0450 630C003M 4.000 EACH| 980.00000 3920.00| | Guardrail End Anchor, Type 13 | | | 0460 630C050M 1.000 EACH| 1300.00000 1300.00| | Guardrail End Anchor, Type 20 Series | | | 0470 630C070M 3.000 EACH| 1210.00000 3630.00| | Guardrail End Anchor, Type 10 Series | | | 0480 637A000M 930.000 M | 13.12000 12201.60| | Fence Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -11 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 641A001M 9.000 M | 50.00000 450.00| | 19.05 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 0500 641A008M 83.000 M | 260.00000 21580.00| | 152.4 Millimeter D.I. Water Main Laid | | | (Ball And Socket Joint) | | | 0510 641A035M 496.000 M | 103.00000 51088.00| | 152.4 Millimeter D.I. Water Main Laid | | | 0520 643A000M 2.000 EACH| 450.00000 900.00| | Water Meters Reset | | | 0530 650B000M 2319.000 M3 | 3.92000 9090.48| | Topsoil From Stockpiles | | | 0540 652A050M 1.000 HA | 1977.00000 1977.00| | Seeding (Mix 1A) | | | 0550 652A053M 2.000 HA | 1977.00000 3954.00| | Seeding (Mix 1E) | | | 0560 652B050M 1.000 HA | 1730.00000 1730.00| | Temporary Seeding (Mix 1AT) | | | 0570 652C000M 3.000 HA | 124.00000 372.00| | Mowing | | | 0580 652D050M 1.000 HA | 1730.00000 1730.00| | Seeding In Stubble (Mix 1A) | | | 0590 656A000M 2.000 HA | 1730.00000 3460.00| | Mulching, Class A, Type 1 | | | 0600 656A001M 2.000 HA | 1730.00000 3460.00| | Mulching, Class A, Type 2 | | | 0610 659A000M 200.000 M2 | 2.40000 480.00| | Erosion Control Netting, Class A | | | 0620 659A001M 800.000 M2 | 2.40000 1920.00| | Erosion Control Netting, Class B | | | 0630 659A002M 1657.000 M2 | 6.60000 10936.20| | Erosion Control Netting, Class C1 | | | 0640 665C000M 100.000 M | 32.81000 3281.00| | 375 mm Temporary Pipe | | | 0650 665F000M 100.000 EACH| 5.00000 500.00| | Hay Bales | | | 0660 665I000M 540.000 MTON| 22.05000 11907.00| | Temporary Riprap, Class 2 | | | 0670 665J000M 1800.000 M | 8.20000 14760.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -12 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 665K000M 100.000 M3 | 13.08000 1308.00| | Drainage Sump Excavation | | | 0690 665L000M 312.000 M | 82.02000 25590.24| | Floating Basin Boom | | | 0700 666A001M 1.000 HA | 124.00000 124.00| | Pest Control Treatment | | | 0710 680A000M LUMP| 59000.00000 59000.00| | Engineering Controls | | | 0720 701A028M 2.000 KM | 1554.00000 3108.00| | Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0730 701A032M 1.000 KM | 1554.00000 1554.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0740 701A038M 1.000 KM | 621.00000 621.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0750 701C000M 1.000 KM | 466.00000 466.00| | Broken Temporary Traffic Stripe | | | 0760 701C001M 3.000 KM | 466.00000 1398.00| | Solid Temporary Traffic Stripe | | | 0770 701D008M 1.000 KM | 1090.00000 1090.00| | Solid Traffic Stripe Removed (Plastic) | | | 0780 701G125M 214.000 M | 12.25000 2621.50| | Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0790 701G129M 107.000 M | 11.33000 1212.31| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0800 703A002M 10.000 M2 | 108.00000 1080.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0810 705A031M 199.000 EACH| 5.75000 1144.25| | Pavement Markers, Class A-H, Type 1-A | | | 0820 705A037M 102.000 EACH| 5.75000 586.50| | Pavement Markers, Class A-H, Type 2-D | | | 0830 726A000M 477.000 M | 71.00000 33867.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 039 -13 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030425039 COUNTIES : WALKER LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13036 |( ) |( ) |THE MORRIS GROUP, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 740B000M 37.000 M2 | 127.00000 4699.00| | Construction Signs | | | 0850 740D000M 30.000 EACH| 63.00000 1890.00| | Channelizing Drums | | | 0860 740E000M 80.000 EACH| 21.00000 1680.00| | Cones (900 mm High) | | | 0870 740F002M 4.000 EACH| 264.00000 1056.00| | Barricades, Type III | | | 0880 740I005M 2.000 EACH| 686.00000 1372.00| | Warning Lights, Type B (Detachable Head | | | 0890 740M001M 80.000 EACH| 10.55000 844.00| | Ballast For Cone | | | 0900 998A001M LUMP| 0.00000 0.00| | Construction Fuel (Optional Bid,Either | | | $0 Or $ 71,300.00) | | | 0910 999 000M 2250.000 HOUR| 0.80000 1800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,165,597.13| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,165,597.13| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20030425041 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0800(211) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Old Piedmont-Gadsden Highway over an unknown tributary west of Piedmont. Length - 0.084 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 263,287.55 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 266,565.80 101.2451% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 268,066.20 101.8150% 4 16032 PRICHARD CONSTRUCTION COMPANY $ 277,988.80 105.5837% 5 19124 SMITH PAVING, INC. $ 279,769.53 106.2601% 6 23044 WARE CONSTRUCTION CO., INC. $ 281,951.12 107.0887% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030425041 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 12019 |( 3 ) 07003 |CHRISTOPHER PLUMBING & ELEC |LEVERETT CONSTRUCTION COMPA |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 201A000 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 1600.00000 1600.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 4500.00000 4500.00| 10000.00000 10000.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 14+76.00 | | | 0030 206D000 19.000 LF | 25.00000 475.00| 20.00000 380.00| 4.00000 76.00 Removing Pipe | | | 0040 210D001 2000.000 CUYD| 10.00000 20000.00| 10.50000 21000.00| 3.00000 6000.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 905.000 CUYD| 10.05000 9095.25| 2.00000 1810.00| 16.00000 14480.00 Structure Excavation | | | 0060 214B001 320.000 CUYD| 10.75000 3440.00| 18.00000 5760.00| 35.00000 11200.00 Foundation Backfill, Commercial | | | 0070 230A000 4.000 RBST| 480.00000 1920.00| 1000.00000 4000.00| 375.00000 1500.00 Roadbed Processing | | | 0080 301A012 817.000 SQYD| 8.00000 6536.00| 15.00000 12255.00| 14.00000 11438.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 817.000 SQYD| 1.90000 1552.30| 3.00000 2451.00| 7.00000 5719.00 Bituminous Treatment A | | | 0100 405A000 32.000 GAL | 1.50000 48.00| 5.00000 160.00| 3.00000 96.00 Tack Coat | | | 0110 424A340 55.000 TON | 60.00000 3300.00| 80.00000 4400.00| 85.00000 4675.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 137.000 TON | 55.00000 7535.00| 55.00000 7535.00| 85.00000 11645.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 40.000 TON | 20.00000 800.00| 55.00000 2200.00| 21.00000 840.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 73188.000 LB | 0.50000 36594.00| 0.25000 18297.00| 0.40000 29275.20 Steel Reinforcement | | | 0150 524A011 290.000 CUYD| 315.00000 91350.00| 417.17000 120979.30| 435.00000 126150.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030425041 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 12019 |( 3 ) 07003 |CHRISTOPHER PLUMBING & ELEC |LEVERETT CONSTRUCTION COMPA |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 40000.00000 40000.00| 15000.00000 15000.00| 16000.00000 16000.00 Mobilization | | | 0170 610C001 380.000 TON | 16.25000 6175.00| 25.00000 9500.00| 15.00000 5700.00 Loose Riprap, Class 2 | | | 0180 610D000 300.000 SQYD| 3.00000 900.00| 3.00000 900.00| 1.00000 300.00 Filter Blanket | | | 0190 650A000 370.000 CUYD| 8.00000 2960.00| 20.00000 7400.00| 3.00000 1110.00 Topsoil | | | 0200 652A053 1.000 ACRE| 800.00000 800.00| 1000.00000 1000.00| 500.00000 500.00 Seeding (Mix 1E) | | | 0210 656A000 1.000 ACRE| 800.00000 800.00| 1000.00000 1000.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0220 665F000 100.000 EACH| 4.00000 400.00| 6.50000 650.00| 5.00000 500.00 Hay Bales | | | 0230 665J000 300.000 LF | 5.00000 1500.00| 3.75000 1125.00| 3.00000 900.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 6000.00000 6000.00 Engineering Controls | | | 0250 701A031 1.000 MILE| 1500.00000 1500.00| 1000.00000 1000.00| 2375.00000 2375.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0260 701A035 1.000 MILE| 1500.00000 1500.00| 1100.00000 1100.00| 2375.00000 2375.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0270 701C001 1.000 MILE| 500.00000 500.00| 450.00000 450.00| 950.00000 950.00 Solid Temporary Traffic Stripe | | | 0280 705A037 12.000 EACH| 8.00000 96.00| 5.00000 60.00| 9.50000 114.00 Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 141.000 SQFT| 11.00000 1551.00| 7.50000 1057.50| 8.00000 1128.00 Construction Signs | | | 0300 740F002 8.000 EACH| 260.00000 2080.00| 162.00000 1296.00| 150.00000 1200.00 Barricades, Type III | | | 0310 740I005 4.000 EACH| 220.00000 880.00| 200.00000 800.00| 180.00000 720.00 Warning Lights, Type B (Detachable Head | | | 0320 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 11,900) | | | SECTION TOTALS | $ 263,287.55| $ 266,565.80| $ 268,066.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 263,287.55| $ 266,565.80| $ 268,066.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030425041 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 19124 |( 6 ) 23044 |PRICHARD CONSTRUCTION COMPA |SMITH PAVING, INC. |WARE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 12000.00000 12000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 14+76.00 | | | 0030 206D000 19.000 LF | 10.00000 190.00| 10.00000 190.00| 50.00000 950.00 Removing Pipe | | | 0040 210D001 2000.000 CUYD| 10.00000 20000.00| 13.50000 27000.00| 8.75000 17500.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 905.000 CUYD| 12.00000 10860.00| 18.75000 16968.75| 10.00000 9050.00 Structure Excavation | | | 0060 214B001 320.000 CUYD| 30.00000 9600.00| 23.50000 7520.00| 24.00000 7680.00 Foundation Backfill, Commercial | | | 0070 230A000 4.000 RBST| 1500.00000 6000.00| 450.00000 1800.00| 1000.00000 4000.00 Roadbed Processing | | | 0080 301A012 817.000 SQYD| 15.50000 12663.50| 11.00000 8987.00| 16.00000 13072.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 817.000 SQYD| 3.00000 2451.00| 1.50000 1225.50| 4.00000 3268.00 Bituminous Treatment A | | | 0100 405A000 32.000 GAL | 5.00000 160.00| 1.50000 48.00| 7.50000 240.00 Tack Coat | | | 0110 424A340 55.000 TON | 82.00000 4510.00| 58.00000 3190.00| 85.00000 4675.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 137.000 TON | 65.00000 8905.00| 48.00000 6576.00| 60.00000 8220.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 40.000 TON | 60.00000 2400.00| 34.50000 1380.00| 60.00000 2400.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 73188.000 LB | 0.60000 43912.80| 0.70000 51231.60| 0.49000 35862.12 Steel Reinforcement | | | 0150 524A011 290.000 CUYD| 300.00000 87000.00| 308.00000 89320.00| 295.00000 85550.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 041 -5 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030425041 COUNTIES : CALHOUN LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 19124 |( 6 ) 23044 |PRICHARD CONSTRUCTION COMPA |SMITH PAVING, INC. |WARE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 10000.00000 10000.00| 21302.68000 21302.68| 32000.00000 32000.00 Mobilization | | | 0170 610C001 380.000 TON | 30.00000 11400.00| 21.00000 7980.00| 26.00000 9880.00 Loose Riprap, Class 2 | | | 0180 610D000 300.000 SQYD| 6.50000 1950.00| 3.00000 900.00| 2.00000 600.00 Filter Blanket | | | 0190 650A000 370.000 CUYD| 12.00000 4440.00| 10.00000 3700.00| 12.00000 4440.00 Topsoil | | | 0200 652A053 1.000 ACRE| 1000.00000 1000.00| 1050.00000 1050.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0210 656A000 1.000 ACRE| 1000.00000 1000.00| 790.00000 790.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0220 665F000 100.000 EACH| 7.00000 700.00| 6.00000 600.00| 5.00000 500.00 Hay Bales | | | 0230 665J000 300.000 LF | 10.00000 3000.00| 7.00000 2100.00| 6.00000 1800.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 8000.00000 8000.00 Engineering Controls | | | 0250 701A031 1.000 MILE| 1500.00000 1500.00| 945.00000 945.00| 1000.00000 1000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0260 701A035 1.000 MILE| 1500.00000 1500.00| 1155.00000 1155.00| 1500.00000 1500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0270 701C001 1.000 MILE| 1000.00000 1000.00| 475.00000 475.00| 650.00000 650.00 Solid Temporary Traffic Stripe | | | 0280 705A037 12.000 EACH| 12.00000 144.00| 5.25000 63.00| 10.00000 120.00 Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 141.000 SQFT| 12.50000 1762.50| 8.00000 1128.00| 14.00000 1974.00 Construction Signs | | | 0300 740F002 8.000 EACH| 300.00000 2400.00| 163.00000 1304.00| 285.00000 2280.00 Barricades, Type III | | | 0310 740I005 4.000 EACH| 385.00000 1540.00| 210.00000 840.00| 185.00000 740.00 Warning Lights, Type B (Detachable Head | | | 0320 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 11,900) | | | SECTION TOTALS | $ 277,988.80| $ 279,769.53| $ 281,951.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 277,988.80| $ 279,769.53| $ 281,951.12 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20030425042 COUNTIES : CLAY LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1423(200) for constructing the Resurfacing and Traffic Stripe on STPAA-1411(200) C.R.#30 north of Mellow Valley from S.R.#77 to Cragford and on Cragford Road from C.R.#30 to New Hope Road and on New Hope Road from Cragford Road to the Randolph County line. Length - 7.412 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 654,957.82 100.0000% 2 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 657,511.50 100.3899% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 680,001.30 103.8237% 4 01087 APAC-SOUTHEAST, INC. $ 692,433.36 105.7218% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030425042 COUNTIES : CLAY LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 05024 |( 3 ) 13022 |DUNN CONSTRUCTION CO., INC. |EAST RIVER CONSTRUCTION CO. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206B000 LUMP| 4506.88000 4506.88| 3150.00000 3150.00| 3000.00000 3000.00 Removal Of Old Box Culvert, Station | | | 266+38 | | | 0020 206D000 62.000 LF | 63.17000 3916.54| 10.50000 651.00| 25.00000 1550.00 Removing Pipe | | | 0030 206E000 4.000 EACH| 246.28000 985.12| 787.50000 3150.00| 300.00000 1200.00 Removing Headwalls | | | 0040 210D001 300.000 CUYD| 30.48000 9144.00| 21.00000 6300.00| 25.00000 7500.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 348.000 CUYD| 25.86000 8999.28| 8.40000 2923.20| 10.00000 3480.00 Structure Excavation | | | 0060 214B001 82.000 CUYD| 24.63000 2019.66| 28.35000 2324.70| 40.00000 3280.00 Foundation Backfill, Commercial | | | 0070 401B108 85609.000 SQYD| 0.81000 69343.29| 0.78000 66775.02| 0.70000 59926.30 Bituminous Treatment G (With Polymer | | | Additive) | | | 0080 405A000 750.000 GAL | 0.92000 690.00| 1.50000 1125.00| 1.50000 1125.00 Tack Coat | | | 0090 424A341 7920.000 TON | 36.33000 287733.60| 37.80000 299376.00| 36.50000 289080.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424A346 378.000 TON | 49.23000 18608.94| 37.80000 14288.40| 44.00000 16632.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424B640 475.000 TON | 53.17000 25255.75| 63.00000 29925.00| 70.00000 33250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0120 424C351 1234.000 TON | 36.81000 45423.54| 36.92000 45559.28| 35.50000 43807.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0130 430B043 2500.000 TON | 9.82000 24550.00| 18.90000 47250.00| 18.00000 45000.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030425042 COUNTIES : CLAY LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 05024 |( 3 ) 13022 |DUNN CONSTRUCTION CO., INC. |EAST RIVER CONSTRUCTION CO. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 530A006 104.000 LF | 182.86000 19017.44| 90.30000 9391.20| 77.00000 8008.00 48" Roadway Pipe (Class 3 R.C.) | | | 0150 530A008 100.000 LF | 263.33000 26333.00| 157.50000 15750.00| 115.00000 11500.00 60" Roadway Pipe (Class 3 R.C.) | | | 0160 600A000 LUMP| 13977.56000 13977.56| 19975.30000 19975.30| 67500.00000 67500.00 Mobilization | | | 0170 619A009 4.000 EACH| 2419.68000 9678.72| 2625.00000 10500.00| 2250.00000 9000.00 60" Roadway Pipe End Treatment, Class 1 | | | 0180 619A207 2.000 EACH| 3380.16000 6760.32| 3675.00000 7350.00| 2250.00000 4500.00 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0190 652A053 1.000 ACRE| 554.12000 554.12| 1500.00000 1500.00| 700.00000 700.00 Seeding (Mix 1E) | | | 0200 656A000 1.000 ACRE| 492.55000 492.55| 1500.00000 1500.00| 700.00000 700.00 Mulching, Class A, Type 1 | | | 0210 656A001 1.000 ACRE| 492.56000 492.56| 1500.00000 1500.00| 700.00000 700.00 Mulching, Class A, Type 2 | | | 0220 665F000 400.000 EACH| 7.39000 2956.00| 5.50000 2200.00| 2.00000 800.00 Hay Bales | | | 0230 665J000 400.000 LF | 3.20000 1280.00| 5.25000 2100.00| 1.00000 400.00 Silt Fence, Type A | | | 0240 701A031 15.000 MILE| 1338.21000 20073.15| 1150.00000 17250.00| 1250.00000 18750.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0250 701A035 13.000 MILE| 1570.94000 20422.22| 1350.00000 17550.00| 1475.00000 19175.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0260 701A045 2.000 MILE| 1163.66000 2327.32| 1000.00000 2000.00| 750.00000 1500.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0270 701C000 4.000 MILE| 360.74000 1442.96| 310.00000 1240.00| 350.00000 1400.00 Broken Temporary Traffic Stripe | | | 0280 701C001 26.000 MILE| 488.74000 12707.24| 420.00000 10920.00| 400.00000 10400.00 Solid Temporary Traffic Stripe | | | 0290 703A002 286.000 SQFT| 3.37000 963.82| 2.90000 829.40| 4.00000 1144.00 Traffic Control Markings, Class 2, Type | | | A | | | 0300 705A032 660.000 EACH| 5.82000 3841.20| 5.00000 3300.00| 5.25000 3465.00 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030425042 COUNTIES : CLAY LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 05024 |( 3 ) 13022 |DUNN CONSTRUCTION CO., INC. |EAST RIVER CONSTRUCTION CO. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 705A037 456.000 EACH| 6.40000 2918.40| 5.50000 2508.00| 5.25000 2394.00 Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 400.000 SQFT| 8.62000 3448.00| 10.50000 4200.00| 12.50000 5000.00 Construction Signs | | | 0330 740E000 50.000 EACH| 6.16000 308.00| 10.50000 525.00| 1.00000 50.00 Cones (36 Inches High) | | | 0340 740M001 50.000 EACH| 3.69000 184.50| 0.00000 0.00| 1.00000 50.00 Ballast For Cone | | | 0350 740O000 1.000 EACH| 3602.14000 3602.14| 2625.00000 2625.00| 4035.00000 4035.00 Pilot Car | | | 0360 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 27,500) | | | SECTION TOTALS | $ 654,957.82| $ 657,511.50| $ 680,001.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 654,957.82| $ 657,511.50| $ 680,001.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 042 -5 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030425042 COUNTIES : CLAY LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 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 206B000 LUMP| 5435.00000 5435.00| | Removal Of Old Box Culvert, Station | | | 266+38 | | | 0020 206D000 62.000 LF | 33.60000 2083.20| | Removing Pipe | | | 0030 206E000 4.000 EACH| 520.80000 2083.20| | Removing Headwalls | | | 0040 210D001 300.000 CUYD| 24.13000 7239.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 348.000 CUYD| 5.57000 1938.36| | Structure Excavation | | | 0060 214B001 82.000 CUYD| 38.84000 3184.88| | Foundation Backfill, Commercial | | | 0070 401B108 85609.000 SQYD| 0.74000 63350.66| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0080 405A000 750.000 GAL | 1.06000 795.00| | Tack Coat | | | 0090 424A341 7920.000 TON | 40.17000 318146.40| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0100 424A346 378.000 TON | 52.72000 19928.16| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424B640 475.000 TON | 64.15000 30471.25| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0120 424C351 1234.000 TON | 38.46000 47459.64| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0130 430B043 2500.000 TON | 20.91000 52275.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 042 -6 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030425042 COUNTIES : CLAY LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 530A006 104.000 LF | 151.90000 15797.60| | 48" Roadway Pipe (Class 3 R.C.) | | | 0150 530A008 100.000 LF | 197.79000 19779.00| | 60" Roadway Pipe (Class 3 R.C.) | | | 0160 600A000 LUMP| 2000.00000 2000.00| | Mobilization | | | 0170 619A009 4.000 EACH| 3759.00000 15036.00| | 60" Roadway Pipe End Treatment, Class 1 | | | 0180 619A207 2.000 EACH| 3612.00000 7224.00| | 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0190 652A053 1.000 ACRE| 1050.00000 1050.00| | Seeding (Mix 1E) | | | 0200 656A000 1.000 ACRE| 840.00000 840.00| | Mulching, Class A, Type 1 | | | 0210 656A001 1.000 ACRE| 840.00000 840.00| | Mulching, Class A, Type 2 | | | 0220 665F000 400.000 EACH| 9.97000 3988.00| | Hay Bales | | | 0230 665J000 400.000 LF | 5.78000 2312.00| | Silt Fence, Type A | | | 0240 701A031 15.000 MILE| 1207.50000 18112.50| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0250 701A035 13.000 MILE| 1417.50000 18427.50| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0260 701A045 2.000 MILE| 1050.00000 2100.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0270 701C000 4.000 MILE| 325.50000 1302.00| | Broken Temporary Traffic Stripe | | | 0280 701C001 26.000 MILE| 441.00000 11466.00| | Solid Temporary Traffic Stripe | | | 0290 703A002 286.000 SQFT| 3.05000 872.30| | Traffic Control Markings, Class 2, Type | | | A | | | 0300 705A032 660.000 EACH| 5.25000 3465.00| | Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 042 -7 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20030425042 COUNTIES : CLAY LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 705A037 456.000 EACH| 5.78000 2635.68| | Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 400.000 SQFT| 7.88000 3152.00| | Construction Signs | | | 0330 740E000 50.000 EACH| 10.50000 525.00| | Cones (36 Inches High) | | | 0340 740M001 50.000 EACH| 6.83000 341.50| | Ballast For Cone | | | 0350 740O000 1.000 EACH| 6777.53000 6777.53| | Pilot Car | | | 0360 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 27,500) | | | SECTION TOTALS | $ 692,433.36| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 692,433.36| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20030425043 COUNTIES : DEKALB LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-2516(200) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#58 from the Marshall county line to C.R.#23 and on C.R.#23 from C.R.#58 to S.R.#75 in Geraldine. Length 7.027 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 672,725.31 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 713,243.00 106.0229% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 802,563.38 119.3003% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030425043 COUNTIES : DEKALB LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( 3 ) 07002 |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI |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 5500.000 GAL | 1.30000 7150.00| 1.03000 5665.00| 1.25000 6875.00 Tack Coat | | | 0020 429A201 6341.000 TON | 33.03000 209443.23| 39.50000 250469.50| 39.97000 253449.77 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429B201 9070.000 TON | 29.76000 269923.20| 29.85000 270739.50| 30.06000 272644.20 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0040 429B209 750.000 TON | 34.16000 25620.00| 29.85000 22387.50| 39.23000 29422.50 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429C205 500.000 TON | 36.18000 18090.00| 44.40000 22200.00| 40.32000 20160.00 Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 429C211 1173.000 TON | 29.76000 34908.48| 32.00000 37536.00| 48.47000 56855.31 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 430B004 3682.000 TON | 10.95000 40317.90| 13.30000 48970.60| 16.54000 60900.28 Aggregate Surfacing (ALDOT #810) | | | 0080 600A000 LUMP| 13000.00000 13000.00| 4100.00000 4100.00| 47990.00000 47990.00 Mobilization | | | 0090 701A030 14.000 MILE| 700.00000 9800.00| 650.00000 9100.00| 707.00000 9898.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0100 701A035 11.000 MILE| 1250.00000 13750.00| 1150.00000 12650.00| 1262.50000 13887.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 3.000 MILE| 650.00000 1950.00| 550.00000 1650.00| 656.00000 1968.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 12.000 MILE| 390.00000 4680.00| 400.00000 4800.00| 393.90000 4726.80 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20030425043 COUNTIES : DEKALB LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( 3 ) 07002 |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 28.000 MILE| 480.00000 13440.00| 450.00000 12600.00| 484.00000 13552.00 Solid Temporary Traffic Stripe | | | 0140 703A002 1000.000 SQFT| 2.50000 2500.00| 3.00000 3000.00| 2.53000 2530.00 Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 132.000 EACH| 5.75000 759.00| 5.80000 765.60| 5.81000 766.92 Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 594.000 EACH| 5.75000 3415.50| 5.80000 3445.20| 5.81000 3451.14 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 418.000 SQFT| 8.50000 3553.00| 7.45000 3114.10| 8.22000 3435.96 Construction Signs | | | 0180 740E000 50.000 EACH| 8.50000 425.00| 1.00000 50.00| 1.00000 50.00 Cones (36 Inches High) | | | 0190 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 30,500.00) | | | SECTION TOTALS | $ 672,725.31| $ 713,243.00| $ 802,563.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 672,725.31| $ 713,243.00| $ 802,563.38 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-3606(200) for constructing the Bridge Replacement and Approaches on S.R.#71 over Bryant Creek south of Pisgah. Length - 0.344 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19046 SIMPSON CONSTRUCTION COMPANY, INC. $ 1,350,150.00 100.0000% 2 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 1,445,274.10 107.0454% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,453,648.23 107.6657% 4 19037 SIMPSON BRIDGE COMPANY, INC. $ 1,476,776.65 109.3787% 5 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,490,069.02 110.3632% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19046 |( 2 ) 23025 |( 3 ) 01007 |SIMPSON CONSTRUCTION COMPA |WRIGHT BROTHERS CONSTRUCTIO |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 201A000 LUMP| 55200.00000 55200.00| 35000.00000 35000.00| 10335.00000 10335.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 205A001 1.000 EACH| 3000.00000 3000.00| 2900.00000 2900.00| 2900.00000 2900.00 Removal Of Structures, Structure No. 1 | | | 0030 206A000 LUMP| 60000.00000 60000.00| 135000.00000 135000.00| 80000.00000 80000.00 Removal Of Old Bridge, Station 18+16 | | | 0040 210A000 5501.000 CUYD| 17.65000 97092.65| 17.65000 97092.65| 17.65000 97092.65 Unclassified Excavation | | | 0050 210D000 195.000 CUYD| 20.00000 3900.00| 20.00000 3900.00| 20.00000 3900.00 Borrow Excavation | | | 0060 215A000 465.000 CUYD| 16.00000 7440.00| 45.00000 20925.00| 40.00000 18600.00 Unclassified Bridge Excavation | | | 0070 215B000 LUMP| 16000.00000 16000.00| 50000.00000 50000.00| 10000.00000 10000.00 Cofferdams Or Sheeting And Shoring, | | | Station 17+80 | | | 0080 301A004 212.000 SQYD| 7.60000 1611.20| 7.55000 1600.60| 7.55000 1600.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 5655.000 SQYD| 6.50000 36757.50| 6.50000 36757.50| 6.50000 36757.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 5485.000 SQYD| 0.70000 3839.50| 0.70000 3839.50| 0.70000 3839.50 Bituminous Treatment A | | | 0110 405A000 81.000 GAL | 2.50000 202.50| 2.50000 202.50| 2.50000 202.50 Tack Coat | | | 0120 408A051 3224.000 SQYD| 3.40000 10961.60| 3.35000 10800.40| 3.35000 10800.40 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0130 424A340 401.000 TON | 64.00000 25664.00| 64.00000 25664.00| 64.00000 25664.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B637 1217.000 TON | 50.00000 60850.00| 49.70000 60484.90| 49.70000 60484.90 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19046 |( 2 ) 23025 |( 3 ) 01007 |SIMPSON CONSTRUCTION COMPA |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B667 878.000 TON | 50.00000 43900.00| 49.70000 43636.60| 49.70000 43636.60 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0160 424B675 67.000 TON | 50.00000 3350.00| 49.70000 3329.90| 49.70000 3329.90 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0170 424C351 50.000 TON | 50.00000 2500.00| 49.70000 2485.00| 49.70000 2485.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0180 430B014 340.000 TON | 18.00000 6120.00| 18.00000 6120.00| 17.90000 6086.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0190 450B000 107.000 SQYD| 98.00000 10486.00| 85.00000 9095.00| 65.00000 6955.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A000 53000.000 LB | 0.47000 24910.00| 0.46000 24380.00| 0.50000 26500.00 Steel Reinforcement | | | 0210 502B000 LUMP| 41500.00000 41500.00| 44000.00000 44000.00| 50000.00000 50000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 17+80, Approx. | | | 92,200 lbs. | | | 0220 508A000 3230.000 LB | 3.00000 9690.00| 2.50000 8075.00| 2.50000 8075.00 Structural Steel | | | 0230 510A000 406.000 CUYD| 270.00000 109620.00| 325.00000 131950.00| 300.00000 121800.00 Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 193000.00000 193000.00| 220000.00000 220000.00| 215000.00000 215000.00 Bridge Concrete Superstructure, Station | | | 17+80, Approx. 505 cubic yards | | | 0250 510E000 1200.000 SQYD| 2.25000 2700.00| 3.00000 3600.00| 2.50000 3000.00 Grooving Concrete Bridge Decks | | | 0260 511A004 36.000 EACH| 220.00000 7920.00| 450.00000 16200.00| 700.00000 25200.00 Elastomeric Bearings, Type 4 | | | 0270 513B017 1777.000 LF | 116.00000 206132.00| 110.00000 195470.00| 150.00000 266550.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0280 535A001 232.000 LF | 36.00000 8352.00| 35.45000 8224.40| 35.45000 8224.40 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19046 |( 2 ) 23025 |( 3 ) 01007 |SIMPSON CONSTRUCTION COMPA |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 600A000 LUMP| 91000.00000 91000.00| 35000.00000 35000.00| 128989.28000 128989.28 Mobilization | | | 0300 601A000 1.000 EACH| 5500.00000 5500.00| 12000.00000 12000.00| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0310 602A000 6.000 EACH| 250.00000 1500.00| 235.00000 1410.00| 235.00000 1410.00 Right Of Way Markers | | | 0320 603A002 1.000 EACH| 20000.00000 20000.00| 25000.00000 25000.00| 20000.00000 20000.00 Furnishing Type 3 Field Office | | | 0330 610C001 1936.000 TON | 24.00000 46464.00| 23.10000 44721.60| 23.10000 44721.60 Loose Riprap, Class 2 | | | 0340 610D000 986.000 SQYD| 3.30000 3253.80| 3.25000 3204.50| 3.25000 3204.50 Filter Blanket | | | 0350 619A101 12.000 EACH| 575.00000 6900.00| 525.00000 6300.00| 575.00000 6900.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0360 620A000 1.000 CUYD| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 Minor Structure Concrete | | | 0370 630A001 225.000 LF | 12.75000 2868.75| 12.15000 2733.75| 12.15000 2733.75 Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C003 4.000 EACH| 1050.00000 4200.00| 985.00000 3940.00| 985.00000 3940.00 Guardrail End Anchor, Type 13 | | | 0390 630C050 4.000 EACH| 1460.00000 5840.00| 1380.00000 5520.00| 1380.00000 5520.00 Guardrail End Anchor, Type 20 Series | | | 0400 637A000 260.000 LF | 3.00000 780.00| 3.00000 780.00| 3.00000 780.00 Fence Reset | | | 0410 650A000 200.000 CUYD| 15.50000 3100.00| 15.15000 3030.00| 15.15000 3030.00 Topsoil | | | 0420 650B000 537.000 CUYD| 4.50000 2416.50| 4.50000 2416.50| 4.50000 2416.50 Topsoil From Stockpiles | | | 0430 651B000 9.000 TON | 37.00000 333.00| 50.00000 450.00| 35.00000 315.00 Agricultural Limestone | | | 0440 652A050 2.000 ACRE| 525.00000 1050.00| 750.00000 1500.00| 450.00000 900.00 Seeding (Mix 1A) | | | 0450 652A053 1.000 ACRE| 525.00000 525.00| 750.00000 750.00| 450.00000 450.00 Seeding (Mix 1E) | | | 0460 652B050 1.000 ACRE| 425.00000 425.00| 500.00000 500.00| 375.00000 375.00 Temporary Seeding (Mix 1AT) | | | 0470 652D050 1.000 ACRE| 690.00000 690.00| 500.00000 500.00| 450.00000 450.00 Seeding In Stubble (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -5 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19046 |( 2 ) 23025 |( 3 ) 01007 |SIMPSON CONSTRUCTION COMPA |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 656A001 4.000 ACRE| 670.00000 2680.00| 450.00000 1800.00| 400.00000 1600.00 Mulching, Class A, Type 2 | | | 0490 659A000 1400.000 SQYD| 2.10000 2940.00| 2.00000 2800.00| 1.08000 1512.00 Erosion Control Netting, Class A | | | 0500 665B000 1.000 ACRE| 425.00000 425.00| 400.00000 400.00| 400.00000 400.00 Temporary Mulching | | | 0510 665C000 100.000 LF | 28.00000 2800.00| 28.00000 2800.00| 28.00000 2800.00 15" Temporary Pipe | | | 0520 665F000 27.000 EACH| 20.00000 540.00| 20.00000 540.00| 18.55000 500.85 Hay Bales | | | 0530 665I000 84.000 TON | 24.00000 2016.00| 23.20000 1948.80| 23.20000 1948.80 Temporary Riprap, Class 2 | | | 0540 665J000 3043.000 LF | 4.00000 12172.00| 4.00000 12172.00| 4.00000 12172.00 Silt Fence, Type A | | | 0550 665K000 60.000 CUYD| 10.00000 600.00| 10.00000 600.00| 10.00000 600.00 Drainage Sump Excavation | | | 0560 680A000 LUMP| 38000.00000 38000.00| 35000.00000 35000.00| 5160.00000 5160.00 Engineering Controls | | | 0570 701C003 2.000 MILE| 475.00000 950.00| 450.00000 900.00| 750.00000 1500.00 Solid Temporary Traffic Stripe (Paint) | | | 0580 701D007 1.000 MILE| 2650.00000 2650.00| 2500.00000 2500.00| 1750.00000 1750.00 Solid Traffic Stripe Removed (Paint) | | | 0590 701E003 1200.000 LF | 1.70000 2040.00| 1.61000 1932.00| 2.00000 2400.00 Solid Temporary Traffic Stripe (Tape) | | | 0600 701G125 600.000 LF | 2.20000 1320.00| 2.09000 1254.00| 3.97000 2382.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0610 701G133 600.000 LF | 2.30000 1380.00| 2.18000 1308.00| 4.08000 2448.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701H002 1200.000 LF | 0.50000 600.00| 0.47000 564.00| 1.00000 1200.00 Solid Traffic Stripe Removed (Tape) | | | 0630 702A041 1.000 MILE| 4750.00000 4750.00| 4500.00000 4500.00| 5000.00000 5000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0640 702A043 1.000 MILE| 4750.00000 4750.00| 4500.00000 4500.00| 5000.00000 5000.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0650 703A002 10.000 SQFT| 3.00000 30.00| 2.30000 23.00| 10.00000 100.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -6 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19046 |( 2 ) 23025 |( 3 ) 01007 |SIMPSON CONSTRUCTION COMPA |WRIGHT BROTHERS CONSTRUCTIO |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 705A023 92.000 EACH| 6.50000 598.00| 6.00000 552.00| 10.00000 920.00 Pavement Markers, Class C, Type 2-D | | | 0670 705A037 46.000 EACH| 6.50000 299.00| 6.00000 276.00| 10.00000 460.00 Pavement Markers, Class A-H, Type 2-D | | | 0680 740B000 410.000 SQFT| 8.00000 3280.00| 7.50000 3075.00| 10.00000 4100.00 Construction Signs | | | 0690 740D000 100.000 EACH| 60.00000 6000.00| 56.00000 5600.00| 75.00000 7500.00 Channelizing Drums | | | 0700 740E000 100.000 EACH| 10.00000 1000.00| 10.00000 1000.00| 10.00000 1000.00 Cones (36 Inches High) | | | 0710 740F002 16.000 EACH| 160.00000 2560.00| 165.00000 2640.00| 215.00000 3440.00 Barricades, Type III | | | 0720 740I005 8.000 EACH| 450.00000 3600.00| 450.00000 3600.00| 575.00000 4600.00 Warning Lights, Type B (Detachable Head | | | 0730 740L005 25.000 EACH| 65.00000 1625.00| 60.00000 1500.00| 80.00000 2000.00 Vertical Panel, Type I (Double-Sided) | | | 0740 740M001 100.000 EACH| 4.00000 400.00| 4.00000 400.00| 4.00000 400.00 Ballast For Cone | | | 0750 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 53,000) | | | SECTION TOTALS | $ 1,350,150.00| $ 1,445,274.10| $ 1,453,648.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,350,150.00| $ 1,445,274.10| $ 1,453,648.23 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -7 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( 5 ) 03001 |( ) |SIMPSON BRIDGE COMPANY, INC |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 97000.00000 97000.00| 111000.00000 111000.00| Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 205A001 1.000 EACH| 3000.00000 3000.00| 4156.65000 4156.65| Removal Of Structures, Structure No. 1 | | | 0030 206A000 LUMP| 75000.00000 75000.00| 53717.39000 53717.39| Removal Of Old Bridge, Station 18+16 | | | 0040 210A000 5501.000 CUYD| 18.18000 100008.18| 7.85000 43182.85| Unclassified Excavation | | | 0050 210D000 195.000 CUYD| 20.60000 4017.00| 12.43000 2423.85| Borrow Excavation | | | 0060 215A000 465.000 CUYD| 47.50000 22087.50| 61.41000 28555.65| Unclassified Bridge Excavation | | | 0070 215B000 LUMP| 38000.00000 38000.00| 3500.00000 3500.00| Cofferdams Or Sheeting And Shoring, | | | Station 17+80 | | | 0080 301A004 212.000 SQYD| 7.80000 1653.60| 5.00000 1060.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 5655.000 SQYD| 6.70000 37888.50| 6.25000 35343.75| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 5485.000 SQYD| 0.72000 3949.20| 0.75000 4113.75| Bituminous Treatment A | | | 0110 405A000 81.000 GAL | 2.50000 202.50| 4.00000 324.00| Tack Coat | | | 0120 408A051 3224.000 SQYD| 3.45000 11122.80| 3.00000 9672.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0130 424A340 401.000 TON | 65.92000 26433.92| 50.00000 20050.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0140 424B637 1217.000 TON | 51.20000 62310.40| 48.00000 58416.00| Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -8 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( 5 ) 03001 |( ) |SIMPSON BRIDGE COMPANY, INC |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B667 878.000 TON | 51.20000 44953.60| 50.00000 43900.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0160 424B675 67.000 TON | 51.20000 3430.40| 48.00000 3216.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0170 424C351 50.000 TON | 51.20000 2560.00| 46.00000 2300.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0180 430B014 340.000 TON | 18.45000 6273.00| 32.08000 10907.20| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0190 450B000 107.000 SQYD| 96.00000 10272.00| 74.37000 7957.59| Reinforced Cement Concrete Bridge End | | | Slab | | | 0200 502A000 53000.000 LB | 0.53000 28090.00| 0.45000 23850.00| Steel Reinforcement | | | 0210 502B000 LUMP| 46000.00000 46000.00| 40000.00000 40000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 17+80, Approx. | | | 92,200 lbs. | | | 0220 508A000 3230.000 LB | 3.00000 9690.00| 2.59000 8365.70| Structural Steel | | | 0230 510A000 406.000 CUYD| 315.00000 127890.00| 400.00000 162400.00| Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 263000.00000 263000.00| 213252.67000 213252.67| Bridge Concrete Superstructure, Station | | | 17+80, Approx. 505 cubic yards | | | 0250 510E000 1200.000 SQYD| 1.90000 2280.00| 1.95000 2340.00| Grooving Concrete Bridge Decks | | | 0260 511A004 36.000 EACH| 215.00000 7740.00| 299.08000 10766.88| Elastomeric Bearings, Type 4 | | | 0270 513B017 1777.000 LF | 104.00000 184808.00| 135.00000 239895.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0280 535A001 232.000 LF | 36.50000 8468.00| 31.28000 7256.96| 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -9 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( 5 ) 03001 |( ) |SIMPSON BRIDGE COMPANY, INC |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 600A000 LUMP| 35000.00000 35000.00| 150000.00000 150000.00| Mobilization | | | 0300 601A000 1.000 EACH| 10000.00000 10000.00| 13086.81000 13086.81| Furnishing Base, Soil And Structure | | | Laboratories | | | 0310 602A000 6.000 EACH| 240.00000 1440.00| 100.10000 600.60| Right Of Way Markers | | | 0320 603A002 1.000 EACH| 40000.00000 40000.00| 27426.78000 27426.78| Furnishing Type 3 Field Office | | | 0330 610C001 1936.000 TON | 20.00000 38720.00| 19.05000 36880.80| Loose Riprap, Class 2 | | | 0340 610D000 986.000 SQYD| 3.70000 3648.20| 1.58000 1557.88| Filter Blanket | | | 0350 619A101 12.000 EACH| 595.00000 7140.00| 550.00000 6600.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0360 620A000 1.000 CUYD| 618.00000 618.00| 800.00000 800.00| Minor Structure Concrete | | | 0370 630A001 225.000 LF | 12.50000 2812.50| 12.15000 2733.75| Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C003 4.000 EACH| 1015.00000 4060.00| 985.00000 3940.00| Guardrail End Anchor, Type 13 | | | 0390 630C050 4.000 EACH| 1425.00000 5700.00| 1380.00000 5520.00| Guardrail End Anchor, Type 20 Series | | | 0400 637A000 260.000 LF | 3.10000 806.00| 4.68000 1216.80| Fence Reset | | | 0410 650A000 200.000 CUYD| 15.60000 3120.00| 6.32000 1264.00| Topsoil | | | 0420 650B000 537.000 CUYD| 4.65000 2497.05| 5.07000 2722.59| Topsoil From Stockpiles | | | 0430 651B000 9.000 TON | 40.25000 362.25| 37.10000 333.90| Agricultural Limestone | | | 0440 652A050 2.000 ACRE| 515.00000 1030.00| 477.00000 954.00| Seeding (Mix 1A) | | | 0450 652A053 1.000 ACRE| 618.00000 618.00| 477.00000 477.00| Seeding (Mix 1E) | | | 0460 652B050 1.000 ACRE| 480.00000 480.00| 397.50000 397.50| Temporary Seeding (Mix 1AT) | | | 0470 652D050 1.000 ACRE| 480.00000 480.00| 477.00000 477.00| Seeding In Stubble (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -10 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( 5 ) 03001 |( ) |SIMPSON BRIDGE COMPANY, INC |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 656A001 4.000 ACRE| 460.00000 1840.00| 424.00000 1696.00| Mulching, Class A, Type 2 | | | 0490 659A000 1400.000 SQYD| 1.80000 2520.00| 1.15000 1610.00| Erosion Control Netting, Class A | | | 0500 665B000 1.000 ACRE| 412.00000 412.00| 424.00000 424.00| Temporary Mulching | | | 0510 665C000 100.000 LF | 28.84000 2884.00| 18.82000 1882.00| 15" Temporary Pipe | | | 0520 665F000 27.000 EACH| 19.10000 515.70| 6.39000 172.53| Hay Bales | | | 0530 665I000 84.000 TON | 23.90000 2007.60| 20.22000 1698.48| Temporary Riprap, Class 2 | | | 0540 665J000 3043.000 LF | 4.12000 12537.16| 4.03000 12263.29| Silt Fence, Type A | | | 0550 665K000 60.000 CUYD| 10.30000 618.00| 10.65000 639.00| Drainage Sump Excavation | | | 0560 680A000 LUMP| 30900.00000 30900.00| 20000.00000 20000.00| Engineering Controls | | | 0570 701C003 2.000 MILE| 465.00000 930.00| 750.00000 1500.00| Solid Temporary Traffic Stripe (Paint) | | | 0580 701D007 1.000 MILE| 2575.00000 2575.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Paint) | | | 0590 701E003 1200.000 LF | 1.65000 1980.00| 2.00000 2400.00| Solid Temporary Traffic Stripe (Tape) | | | 0600 701G125 600.000 LF | 2.15000 1290.00| 3.97000 2382.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0610 701G133 600.000 LF | 2.25000 1350.00| 4.08000 2448.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701H002 1200.000 LF | 0.48000 576.00| 1.00000 1200.00| Solid Traffic Stripe Removed (Tape) | | | 0630 702A041 1.000 MILE| 4635.00000 4635.00| 5000.00000 5000.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0640 702A043 1.000 MILE| 4635.00000 4635.00| 5000.00000 5000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0650 703A002 10.000 SQFT| 2.40000 24.00| 10.00000 100.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 045 -11 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030425045 COUNTIES : JACKSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( 5 ) 03001 |( ) |SIMPSON BRIDGE COMPANY, INC |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 705A023 92.000 EACH| 6.18000 568.56| 10.00000 920.00| Pavement Markers, Class C, Type 2-D | | | 0670 705A037 46.000 EACH| 6.18000 284.28| 10.00000 460.00| Pavement Markers, Class A-H, Type 2-D | | | 0680 740B000 410.000 SQFT| 7.25000 2972.50| 7.42000 3042.20| Construction Signs | | | 0690 740D000 100.000 EACH| 54.00000 5400.00| 55.12000 5512.00| Channelizing Drums | | | 0700 740E000 100.000 EACH| 10.30000 1030.00| 10.00000 1000.00| Cones (36 Inches High) | | | 0710 740F002 16.000 EACH| 155.00000 2480.00| 159.00000 2544.00| Barricades, Type III | | | 0720 740I005 8.000 EACH| 415.00000 3320.00| 425.59000 3404.72| Warning Lights, Type B (Detachable Head | | | 0730 740L005 25.000 EACH| 56.65000 1416.25| 58.30000 1457.50| Vertical Panel, Type I (Double-Sided) | | | 0740 740M001 100.000 EACH| 4.15000 415.00| 6.50000 650.00| Ballast For Cone | | | 0750 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 53,000) | | | SECTION TOTALS | $ 1,476,776.65| $ 1,490,069.02| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,476,776.65| $ 1,490,069.02| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20030425046 COUNTIES : LAWRENCE LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(206) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#324 at Wiley Branch north of Five Points. Length 0.007 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 78,736.26 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 83,926.10 106.5914% 3 19074 S & M EQUIPMENT CO., INC. $ 91,317.56 115.9790% 4 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 105,089.48 133.4702% 5 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 106,346.60 135.0669% 6 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 110,064.80 139.7892% 7 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 114,161.50 144.9923% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030425046 COUNTIES : LAWRENCE LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 07048 |( 3 ) 19074 |TRI-COUNTY CONCRETE CONSTRU |GLASGOW CONSTRUCTION CO., I |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 7500.00000 7500.00| 3000.00000 3000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 6+15.00 | | | 0020 214A000 365.000 CUYD| 7.50000 2737.50| 28.00000 10220.00| 20.00000 7300.00 Structure Excavation | | | 0030 214B001 130.000 CUYD| 18.00000 2340.00| 20.00000 2600.00| 20.00000 2600.00 Foundation Backfill, Commercial | | | 0040 502A000 39378.000 LB | 0.42000 16538.76| 0.45000 17720.10| 0.52000 20476.56 Steel Reinforcement | | | 0050 524A011 148.000 CUYD| 225.00000 33300.00| 250.00000 37000.00| 255.00000 37740.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 6000.00000 6000.00| 2000.00000 2000.00| 6000.00000 6000.00 Mobilization | | | 0070 665F000 50.000 EACH| 5.00000 250.00| 15.00000 750.00| 5.00000 250.00 Hay Bales | | | 0080 665J000 560.000 LF | 5.00000 2800.00| 10.00000 5600.00| 5.00000 2800.00 Silt Fence, Type A | | | 0090 680A000 LUMP| 1000.00000 1000.00| 500.00000 500.00| 4000.00000 4000.00 Engineering Controls | | | 0100 740B000 297.000 SQFT| 10.00000 2970.00| 8.00000 2376.00| 8.00000 2376.00 Construction Signs | | | 0110 740F002 12.000 EACH| 200.00000 2400.00| 160.00000 1920.00| 200.00000 2400.00 Barricades, Type III | | | 0120 740I005 3.000 EACH| 300.00000 900.00| 80.00000 240.00| 125.00000 375.00 Warning Lights, Type B (Detachable Head | | | 0130 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ $2,900.00) | | | SECTION TOTALS | $ 78,736.26| $ 83,926.10| $ 91,317.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,736.26| $ 83,926.10| $ 91,317.56 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030425046 COUNTIES : LAWRENCE LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 03023 |( 5 ) 18036 |( 6 ) 11014 |B. H. CRAIG CONSTRUCTION CO |RILEY BRIDGE & ENGINEERING |JOE KEENUM EXCAVATION & CONST., 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| 5500.00000 5500.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 6+15.00 | | | 0020 214A000 365.000 CUYD| 40.00000 14600.00| 33.00000 12045.00| 45.00000 16425.00 Structure Excavation | | | 0030 214B001 130.000 CUYD| 25.00000 3250.00| 26.00000 3380.00| 12.00000 1560.00 Foundation Backfill, Commercial | | | 0040 502A000 39378.000 LB | 0.55000 21657.90| 0.45000 17720.10| 0.60000 23626.80 Steel Reinforcement | | | 0050 524A011 148.000 CUYD| 275.00000 40700.00| 335.00000 49580.00| 295.00000 43660.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 5000.00000 5000.00 Mobilization | | | 0070 665F000 50.000 EACH| 6.00000 300.00| 6.00000 300.00| 4.00000 200.00 Hay Bales | | | 0080 665J000 560.000 LF | 3.00000 1680.00| 5.00000 2800.00| 4.50000 2520.00 Silt Fence, Type A | | | 0090 680A000 LUMP| 3000.00000 3000.00| 500.00000 500.00| 1000.00000 1000.00 Engineering Controls | | | 0100 740B000 297.000 SQFT| 8.12000 2411.64| 9.50000 2821.50| 9.00000 2673.00 Construction Signs | | | 0110 740F002 12.000 EACH| 174.00000 2088.00| 500.00000 6000.00| 150.00000 1800.00 Barricades, Type III | | | 0120 740I005 3.000 EACH| 133.98000 401.94| 400.00000 1200.00| 400.00000 1200.00 Warning Lights, Type B (Detachable Head | | | 0130 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 2900.00000 2900.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ $2,900.00) | | | SECTION TOTALS | $ 105,089.48| $ 106,346.60| $ 110,064.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 105,089.48| $ 106,346.60| $ 110,064.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030425046 COUNTIES : LAWRENCE LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 7 ) 03071 |( ) |( ) |CHRISTOPHER PLUMBING & ELEC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 5500.00000 5500.00| | Removal Of Old Bridge, Station 6+15.00 | | | 0020 214A000 365.000 CUYD| 36.00000 13140.00| | Structure Excavation | | | 0030 214B001 130.000 CUYD| 16.75000 2177.50| | Foundation Backfill, Commercial | | | 0040 502A000 39378.000 LB | 0.50000 19689.00| | Steel Reinforcement | | | 0050 524A011 148.000 CUYD| 298.00000 44104.00| | Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 18000.00000 18000.00| | Mobilization | | | 0070 665F000 50.000 EACH| 4.00000 200.00| | Hay Bales | | | 0080 665J000 560.000 LF | 5.90000 3304.00| | Silt Fence, Type A | | | 0090 680A000 LUMP| 1000.00000 1000.00| | Engineering Controls | | | 0100 740B000 297.000 SQFT| 11.00000 3267.00| | Construction Signs | | | 0110 740F002 12.000 EACH| 260.00000 3120.00| | Barricades, Type III | | | 0120 740I005 3.000 EACH| 220.00000 660.00| | Warning Lights, Type B (Detachable Head | | | 0130 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ $2,900.00) | | | SECTION TOTALS | $ 114,161.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 114,161.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20030425047 COUNTIES : MARION LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-4721(200) for constructing the Culvert Extension, Widening, Resurfacing and Traffic Stripe on C.R.#57 from S.R.#253 to S.R.#74 (U.S.#278) east of Hamilton. Length 3.963 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 451,414.43 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 477,398.59 105.7562% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 525,391.11 116.3878% 4 07048 GLASGOW CONSTRUCTION CO., INC. $ 564,159.20 124.9759% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030425047 COUNTIES : MARION LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., 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 206C010 3.000 SQYD| 35.26000 105.78| 100.00000 300.00| 131.15000 393.45 Removing Concrete Driveway | | | 0020 210D001 7227.000 CUYD| 5.42000 39170.34| 7.50000 54202.50| 7.87000 56876.49 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 214A000 49.000 CUYD| 10.20000 499.80| 20.00000 980.00| 13.12000 642.88 Structure Excavation | | | 0040 214B001 24.000 CUYD| 20.40000 489.60| 22.00000 528.00| 26.23000 629.52 Foundation Backfill, Commercial | | | 0050 405A000 1535.000 GAL | 1.00000 1535.00| 1.25000 1918.75| 0.92000 1412.20 Tack Coat | | | 0060 424A340 3070.000 TON | 38.53000 118287.10| 39.00000 119730.00| 42.88000 131641.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424B641 200.000 TON | 55.35000 11070.00| 50.00000 10000.00| 57.90000 11580.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching 1 1/2" Maximum | | | Aggregate Size Mix, Esal Range A/B | | | 0080 424B644 4093.000 TON | 33.54000 137279.22| 34.00000 139162.00| 37.35000 152873.55 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424C351 1343.000 TON | 35.08000 47112.44| 36.00000 48348.00| 43.23000 58057.89 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 430B040 1117.000 TON | 15.95000 17816.15| 14.00000 15638.00| 17.05000 19044.85 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0110 502A000 3624.000 LB | 1.02000 3696.48| 0.80000 2899.20| 1.31000 4747.44 Steel Reinforcement | | | 0120 524B011 32.000 CUYD| 510.00000 16320.00| 325.00000 10400.00| 655.77000 20984.64 Culvert Concrete Extension (Cast In | | | Place) | | | 0130 600A000 LUMP| 12578.50000 12578.50| 15000.00000 15000.00| 5410.66000 5410.66 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030425047 COUNTIES : MARION LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 19074 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630A001 188.000 LF | 12.44000 2338.72| 13.42000 2522.96| 15.04000 2827.52 Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C050 2.000 EACH| 1310.70000 2621.40| 1413.50000 2827.00| 1584.21000 3168.42 Guardrail End Anchor, Type 20 Series | | | 0160 658A001 3.000 ACRE| 919.02000 2757.06| 3500.00000 10500.00| 1859.10000 5577.30 Hydro-Seeding & Mulching (Mix 1E) | | | 0170 665F000 75.000 EACH| 6.49000 486.75| 5.00000 375.00| 7.44000 558.00 Hay Bales | | | 0180 665J001 2000.000 LF | 2.81000 5620.00| 4.50000 9000.00| 4.96000 9920.00 Silt Fence, Type B | | | 0190 701A031 8.000 MILE| 1040.40000 8323.20| 1071.00000 8568.00| 1270.88000 10167.04 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0200 701A035 6.000 MILE| 1254.60000 7527.60| 1291.50000 7749.00| 1532.53000 9195.18 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0210 701A045 1.000 MILE| 765.00000 765.00| 787.50000 787.50| 934.47000 934.47 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0220 701C000 2.000 MILE| 428.40000 856.80| 441.00000 882.00| 523.30000 1046.60 Broken Temporary Traffic Stripe | | | 0230 701C001 12.000 MILE| 530.40000 6364.80| 546.00000 6552.00| 647.90000 7774.80 Solid Temporary Traffic Stripe | | | 0240 703A002 72.000 SQFT| 10.20000 734.40| 10.50000 756.00| 12.46000 897.12 Traffic Control Markings, Class 2, Type | | | A | | | 0250 705A032 131.000 EACH| 5.87000 768.97| 6.04000 791.24| 7.16000 937.96 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 786.000 EACH| 5.87000 4613.82| 6.04000 4747.44| 7.16000 5627.76 Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 223.000 SQFT| 7.50000 1672.50| 8.00000 1784.00| 10.49000 2339.27 Construction Signs | | | 0280 740E000 25.000 EACH| 0.06000 1.50| 10.00000 250.00| 2.49000 62.25 Cones (36 Inches High) | | | 0290 740M001 25.000 EACH| 0.06000 1.50| 8.00000 200.00| 2.49000 62.25 Ballast For Cone | | | 0300 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 19,200.00) | | | SECTION TOTALS | $ 451,414.43| $ 477,398.59| $ 525,391.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 451,414.43| $ 477,398.59| $ 525,391.11 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030425047 COUNTIES : MARION LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07048 |( ) |( ) |GLASGOW CONSTRUCTION CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 3.000 SQYD| 100.00000 300.00| | Removing Concrete Driveway | | | 0020 210D001 7227.000 CUYD| 15.00000 108405.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 214A000 49.000 CUYD| 10.00000 490.00| | Structure Excavation | | | 0040 214B001 24.000 CUYD| 20.00000 480.00| | Foundation Backfill, Commercial | | | 0050 405A000 1535.000 GAL | 1.10000 1688.50| | Tack Coat | | | 0060 424A340 3070.000 TON | 34.17000 104901.90| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424B641 200.000 TON | 56.00000 11200.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching 1 1/2" Maximum | | | Aggregate Size Mix, Esal Range A/B | | | 0080 424B644 4093.000 TON | 35.54000 145465.22| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424C351 1343.000 TON | 41.66000 55949.38| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 430B040 1117.000 TON | 30.00000 33510.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0110 502A000 3624.000 LB | 1.00000 3624.00| | Steel Reinforcement | | | 0120 524B011 32.000 CUYD| 500.00000 16000.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0130 600A000 LUMP| 20000.00000 20000.00| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030425047 COUNTIES : MARION LETTING DATE : 04/25/03 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07048 |( ) |( ) |GLASGOW CONSTRUCTION CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630A001 188.000 LF | 12.20000 2293.60| | Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C050 2.000 EACH| 1285.00000 2570.00| | Guardrail End Anchor, Type 20 Series | | | 0160 658A001 3.000 ACRE| 1000.00000 3000.00| | Hydro-Seeding & Mulching (Mix 1E) | | | 0170 665F000 75.000 EACH| 10.00000 750.00| | Hay Bales | | | 0180 665J001 2000.000 LF | 5.00000 10000.00| | Silt Fence, Type B | | | 0190 701A031 8.000 MILE| 1800.00000 14400.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0200 701A035 6.000 MILE| 1800.00000 10800.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0210 701A045 1.000 MILE| 1800.00000 1800.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0220 701C000 2.000 MILE| 450.00000 900.00| | Broken Temporary Traffic Stripe | | | 0230 701C001 12.000 MILE| 450.00000 5400.00| | Solid Temporary Traffic Stripe | | | 0240 703A002 72.000 SQFT| 2.30000 165.60| | Traffic Control Markings, Class 2, Type | | | A | | | 0250 705A032 131.000 EACH| 8.00000 1048.00| | Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 786.000 EACH| 8.00000 6288.00| | Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 223.000 SQFT| 10.00000 2230.00| | Construction Signs | | | 0280 740E000 25.000 EACH| 10.00000 250.00| | Cones (36 Inches High) | | | 0290 740M001 25.000 EACH| 10.00000 250.00| | Ballast For Cone | | | 0300 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 19,200.00) | | | SECTION TOTALS | $ 564,159.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 564,159.20| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20030425048 COUNTIES : MARSHALL LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : IBRCP-ACGBBR-4811(200) for constructing the Bridge Replacement on C.R.#409 at Short Creek north of Albertville. Length 0.053 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 715,822.40 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 751,541.81 104.9900% 3 19037 SIMPSON BRIDGE COMPANY, INC. $ 758,350.51 105.9412% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030425048 COUNTIES : MARSHALL LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 19037 |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5000.00000 5000.00| 55000.00000 55000.00| 71000.00000 71000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 13308.25000 13308.25| 25500.00000 25500.00 Removal Of Old Bridge, Station 84+19.03 | | | (EXISTING ALIGNMENT STATIONING) | | | 0030 502A000 51435.000 LB | 0.50000 25717.50| 0.37000 19030.95| 0.53000 27260.55 Steel Reinforcement | | | 0040 502B000 LUMP| 40000.00000 40000.00| 34000.00000 34000.00| 40500.00000 40500.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 82+34.50 (APPROX. | | | 76372 LBS.) | | | 0050 506A004 47.000 LF | 350.00000 16450.00| 73.50000 3454.50| 260.00000 12220.00 Drilled Shaft Excavation, 3'-0" Diamete | | | 0060 506A008 41.000 LF | 350.00000 14350.00| 88.32000 3621.12| 260.00000 10660.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0070 506B001 25.000 LF | 1000.00000 25000.00| 1100.00000 27500.00| 780.00000 19500.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0080 506B003 33.000 LF | 1000.00000 33000.00| 1300.00000 42900.00| 780.00000 25740.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0090 506C040 72.000 LF | 65.00000 4680.00| 125.00000 9000.00| 160.00000 11520.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0100 506C042 74.000 LF | 80.00000 5920.00| 175.00000 12950.00| 170.00000 12580.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0110 506F008 20.000 LF | 110.00000 2200.00| 191.60000 3832.00| 104.00000 2080.00 Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0120 506G000 4.000 EACH| 1050.00000 4200.00| 1970.34000 7881.36| 1100.00000 4400.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0130 506G002 4.000 EACH| 1050.00000 4200.00| 1980.35000 7921.40| 1100.00000 4400.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0140 508A000 4369.000 LB | 2.50000 10922.50| 2.69000 11752.61| 3.00000 13107.00 Structural Steel | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030425048 COUNTIES : MARSHALL LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 19037 |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 510A000 123.000 CUYD| 300.00000 36900.00| 614.06000 75529.38| 442.00000 54366.00 Bridge Substructure Concrete, Class A | | | 0160 510C051 LUMP| 128000.00000 128000.00| 151500.00000 151500.00| 158500.00000 158500.00 Bridge Concrete Superstructure, STA. | | | 82+34.50 (APPROX. 302 CU. YDS.) | | | 0170 510E000 818.000 SQYD| 3.50000 2863.00| 2.85000 2331.30| 2.77000 2265.86 Grooving Concrete Bridge Decks | | | 0180 511A004 24.000 EACH| 800.00000 19200.00| 319.41000 7665.84| 305.00000 7320.00 Elastomeric Bearings, Type 4 | | | 0190 513B005 590.000 LF | 110.00000 64900.00| 120.00000 70800.00| 93.65000 55253.50 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0200 513B017 538.000 LF | 150.00000 80700.00| 135.00000 72630.00| 144.00000 77472.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0210 600A000 LUMP| 81600.00000 81600.00| 80000.00000 80000.00| 66000.00000 66000.00 Mobilization | | | 0220 610C001 660.000 TON | 22.00000 14520.00| 15.29000 10091.40| 18.75000 12375.00 Loose Riprap, Class 2 | | | 0230 610D000 645.000 SQYD| 3.00000 1935.00| 1.22000 786.90| 3.70000 2386.50 Filter Blanket | | | 0240 630A001 463.000 LF | 10.80000 5000.40| 10.80000 5000.40| 11.20000 5185.60 Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C003 4.000 EACH| 990.00000 3960.00| 990.00000 3960.00| 1020.00000 4080.00 Guardrail End Anchor, Type 13 | | | 0260 630C070 4.000 EACH| 1210.00000 4840.00| 1210.00000 4840.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0270 652A053 1.000 ACRE| 1000.00000 1000.00| 636.30000 636.30| 650.00000 650.00 Seeding (Mix 1E) | | | 0280 656A001 1.000 ACRE| 1000.00000 1000.00| 636.30000 636.30| 650.00000 650.00 Mulching, Class A, Type 2 | | | 0290 665F000 20.000 EACH| 5.00000 100.00| 6.86000 137.20| 5.00000 100.00 Hay Bales | | | 0300 665J000 100.000 LF | 10.00000 1000.00| 5.10000 510.00| 5.00000 500.00 Silt Fence, Type A | | | 0310 665K000 10.000 CUYD| 20.00000 200.00| 13.16000 131.60| 25.00000 250.00 Drainage Sump Excavation | | | 0320 680A000 LUMP| 15000.00000 15000.00| 7500.00000 7500.00| 21000.00000 21000.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030425048 COUNTIES : MARSHALL LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 03001 |( 3 ) 19037 |ALABAMA BRIDGE BUILDERS, IN |CLARK CONSTRUCTION CO., INC |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740B000 222.000 SQFT| 12.00000 2664.00| 11.50000 2553.00| 11.75000 2608.50 Construction Signs | | | 0340 740F002 8.000 EACH| 275.00000 2200.00| 175.00000 1400.00| 165.00000 1320.00 Barricades, Type III | | | 0350 740I005 2.000 EACH| 350.00000 700.00| 375.00000 750.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | 0360 998A001 LUMP| 15900.00000 15900.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 15,900.00) | | | SECTION TOTALS | $ 715,822.40| $ 751,541.81| $ 758,350.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 715,822.40| $ 751,541.81| $ 758,350.51 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20030425049 COUNTIES : MORGAN LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5200(211) for constructin the Bridge Replacement (Precast) and Approaches on C.R.#1035 (New Cut Road) over Crowdabout Creek west of Falkville. Length - 0.131 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 429,646.25 100.0000% 2 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 462,580.92 107.6655% 3 23071 WARRIOR CONSTRUCTORS, INC. $ 523,279.90 121.7932% 4 19125 BOB SHUFORD CONSTRUCTION, LLC $ 568,416.26 132.2987% 5 02088 B & B ENGINEERING & DESIGN $ 601,095.00 139.9046% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030425049 COUNTIES : MORGAN LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( 3 ) 23071 |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1500.00000 1500.00| 3480.00000 3480.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 9860.00000 9860.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 19+78.70 | | | 0030 206D000 41.000 LF | 30.00000 1230.00| 8.70000 356.70| 20.00000 820.00 Removing Pipe | | | 0040 210A000 1781.000 CUYD| 6.50000 11576.50| 4.64000 8263.84| 6.00000 10686.00 Unclassified Excavation | | | 0050 210D001 984.000 CUYD| 9.75000 9594.00| 7.54000 7419.36| 2.00000 1968.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214B001 19.000 CUYD| 26.00000 494.00| 50.00000 950.00| 39.64000 753.16 Foundation Backfill, Commercial | | | 0070 230A000 5.000 RBST| 310.00000 1550.00| 29.00000 145.00| 500.00000 2500.00 Roadbed Processing | | | 0080 301A004 578.000 SQYD| 5.25000 3034.50| 3.48000 2011.44| 4.40000 2543.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 1751.000 SQYD| 5.25000 9192.75| 5.22000 9140.22| 5.28000 9245.28 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1278.000 SQYD| 1.60000 2044.80| 1.16000 1482.48| 1.50000 1917.00 Bituminous Treatment A | | | 0110 405A000 37.000 GAL | 2.60000 96.20| 2.32000 85.84| 2.00000 74.00 Tack Coat | | | 0120 429A200 68.000 TON | 73.50000 4998.00| 58.00000 3944.00| 90.00000 6120.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 184.000 TON | 68.25000 12558.00| 55.68000 10245.12| 75.00000 13800.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 180.000 LB | 2.00000 360.00| 4.00000 720.00| 5.00000 900.00 Steel Reinforcement | | | 0150 505G003 29.000 EACH| 80.00000 2320.00| 100.00000 2900.00| 100.00000 2900.00 Pile Points (Type A, 12") | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030425049 COUNTIES : MORGAN LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( 3 ) 23071 |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 505H000 148.000 LF | 72.00000 10656.00| 30.00000 4440.00| 41.07000 6078.36 Pilot Holes | | | 0170 505M002 690.000 LF | 22.00000 15180.00| 30.00000 20700.00| 18.56000 12806.40 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0180 505M008 225.000 LF | 26.50000 5962.50| 35.00000 7875.00| 28.98000 6520.50 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0190 507A000 2.000 EACH| 2180.00000 4360.00| 2500.00000 5000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0200 510A000 31.000 CUYD| 600.00000 18600.00| 300.00000 9300.00| 1512.36000 46883.16 Bridge Substructure Concrete, Class A | | | 0210 511A000 66.000 EACH| 65.00000 4290.00| 60.00000 3960.00| 85.00000 5610.00 Elastomeric Bearings, Type 1 | | | 0220 512A014 2.000 EACH| 2840.00000 5680.00| 3300.00000 6600.00| 3300.00000 6600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0230 512B004 4.000 EACH| 2840.00000 11360.00| 3250.00000 13000.00| 3400.00000 13600.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0240 512C017 30.000 EACH| 3325.00000 99750.00| 3900.00000 117000.00| 3300.00000 99000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0250 512C025 10.000 EACH| 3640.00000 36400.00| 4300.00000 43000.00| 4000.00000 40000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0260 512D025 6.000 EACH| 3510.00000 21060.00| 4000.00000 24000.00| 3500.00000 21000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0270 512D030 4.000 EACH| 3510.00000 14040.00| 4000.00000 16000.00| 4000.00000 16000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0280 512E001 16.000 EACH| 355.00000 5680.00| 500.00000 8000.00| 400.00000 6400.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0290 512F001 8.000 EACH| 500.00000 4000.00| 660.00000 5280.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W2 | | | 0300 512G000 4.000 EACH| 500.00000 2000.00| 575.00000 2300.00| 550.00000 2200.00 Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030425049 COUNTIES : MORGAN LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( 3 ) 23071 |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 530B010 84.000 LF | 290.00000 24360.00| 450.00000 37800.00| 199.76000 16779.84 102" Span, 62" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 600A000 LUMP| 29000.00000 29000.00| 35000.00000 35000.00| 50000.00000 50000.00 Mobilization | | | 0330 610C001 475.000 TON | 22.00000 10450.00| 13.92000 6612.00| 22.00000 10450.00 Loose Riprap, Class 2 | | | 0340 610D000 250.000 SQYD| 3.50000 875.00| 1.46000 365.00| 4.00000 1000.00 Filter Blanket | | | 0350 630C003 4.000 EACH| 1200.00000 4800.00| 1210.00000 4840.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0360 630C050 4.000 EACH| 1350.00000 5400.00| 1375.00000 5500.00| 1250.00000 5000.00 Guardrail End Anchor, Type 20 Series | | | 0370 650A000 192.000 CUYD| 7.00000 1344.00| 7.25000 1392.00| 10.00000 1920.00 Topsoil | | | 0380 652A053 1.000 ACRE| 650.00000 650.00| 1200.00000 1200.00| 750.00000 750.00 Seeding (Mix 1E) | | | 0390 656A001 1.000 ACRE| 650.00000 650.00| 1200.00000 1200.00| 750.00000 750.00 Mulching, Class A, Type 2 | | | 0400 665F000 50.000 EACH| 6.00000 300.00| 5.00000 250.00| 10.00000 500.00 Hay Bales | | | 0410 665J000 100.000 LF | 6.00000 600.00| 10.00000 1000.00| 10.00000 1000.00 Silt Fence, Type A | | | 0420 680A000 LUMP| 6000.00000 6000.00| 9000.00000 9000.00| 5000.00000 5000.00 Engineering Controls | | | 0430 701A031 1.000 MILE| 800.00000 800.00| 1980.00000 1980.00| 5325.00000 5325.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0440 701A035 1.000 MILE| 900.00000 900.00| 1980.00000 1980.00| 5325.00000 5325.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0450 701A045 1.000 MILE| 900.00000 900.00| 1980.00000 1980.00| 2000.00000 2000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0460 701C000 1.000 MILE| 400.00000 400.00| 495.00000 495.00| 1500.00000 1500.00 Broken Temporary Traffic Stripe | | | 0470 701C001 1.000 MILE| 400.00000 400.00| 495.00000 495.00| 1500.00000 1500.00 Solid Temporary Traffic Stripe | | | 0480 705A032 5.000 EACH| 10.00000 50.00| 6.60000 33.00| 35.00000 175.00 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 049 -5 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030425049 COUNTIES : MORGAN LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( 3 ) 23071 |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 705A037 9.000 EACH| 10.00000 90.00| 6.60000 59.40| 35.00000 315.00 Pavement Markers, Class A-H, Type 2-D | | | 0500 740B000 311.000 SQFT| 10.00000 3110.00| 8.12000 2525.32| 15.00000 4665.00 Construction Signs | | | 0510 740F002 4.000 EACH| 500.00000 2000.00| 174.00000 696.00| 500.00000 2000.00 Barricades, Type III | | | 0520 740I005 4.000 EACH| 500.00000 2000.00| 179.80000 719.20| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | 0530 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 11,700) | | | SECTION TOTALS | $ 429,646.25| $ 462,580.92| $ 523,279.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 429,646.25| $ 462,580.92| $ 523,279.90 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 049 -6 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030425049 COUNTIES : MORGAN LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19125 |( 5 ) 02088 |( ) |BOB SHUFORD CONSTRUCTION LL |B & B ENGINEERING & DESIGN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 26000.00000 26000.00| 50000.00000 50000.00| Removal Of Old Bridge, Station 19+78.70 | | | 0030 206D000 41.000 LF | 20.00000 820.00| 100.00000 4100.00| Removing Pipe | | | 0040 210A000 1781.000 CUYD| 9.50000 16919.50| 6.00000 10686.00| Unclassified Excavation | | | 0050 210D001 984.000 CUYD| 12.00000 11808.00| 15.00000 14760.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214B001 19.000 CUYD| 40.00000 760.00| 25.00000 475.00| Foundation Backfill, Commercial | | | 0070 230A000 5.000 RBST| 400.00000 2000.00| 600.00000 3000.00| Roadbed Processing | | | 0080 301A004 578.000 SQYD| 3.75000 2167.50| 10.00000 5780.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A012 1751.000 SQYD| 5.50000 9630.50| 15.00000 26265.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1278.000 SQYD| 0.67000 856.26| 4.00000 5112.00| Bituminous Treatment A | | | 0110 405A000 37.000 GAL | 1.46000 54.02| 10.00000 370.00| Tack Coat | | | 0120 429A200 68.000 TON | 63.96000 4349.28| 60.00000 4080.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 184.000 TON | 51.80000 9531.20| 60.00000 11040.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 502A000 180.000 LB | 2.00000 360.00| 2.00000 360.00| Steel Reinforcement | | | 0150 505G003 29.000 EACH| 150.00000 4350.00| 100.00000 2900.00| Pile Points (Type A, 12") | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 049 -7 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030425049 COUNTIES : MORGAN LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19125 |( 5 ) 02088 |( ) |BOB SHUFORD CONSTRUCTION LL |B & B ENGINEERING & DESIGN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 505H000 148.000 LF | 40.00000 5920.00| 375.00000 55500.00| Pilot Holes | | | 0170 505M002 690.000 LF | 23.00000 15870.00| 15.00000 10350.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0180 505M008 225.000 LF | 26.00000 5850.00| 25.00000 5625.00| Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0190 507A000 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| Wire Rope Abutment Anchor Assembly | | | 0200 510A000 31.000 CUYD| 600.00000 18600.00| 1500.00000 46500.00| Bridge Substructure Concrete, Class A | | | 0210 511A000 66.000 EACH| 150.00000 9900.00| 75.00000 4950.00| Elastomeric Bearings, Type 1 | | | 0220 512A014 2.000 EACH| 3500.00000 7000.00| 3300.00000 6600.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0230 512B004 4.000 EACH| 3500.00000 14000.00| 3300.00000 13200.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0240 512C017 30.000 EACH| 3500.00000 105000.00| 3400.00000 102000.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0250 512C025 10.000 EACH| 3600.00000 36000.00| 3600.00000 36000.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0260 512D025 6.000 EACH| 3500.00000 21000.00| 3300.00000 19800.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0270 512D030 4.000 EACH| 3500.00000 14000.00| 3400.00000 13600.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0280 512E001 16.000 EACH| 600.00000 9600.00| 400.00000 6400.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0290 512F001 8.000 EACH| 650.00000 5200.00| 500.00000 4000.00| Precast Concrete Wing Panels, Type W2 | | | 0300 512G000 4.000 EACH| 650.00000 2600.00| 500.00000 2000.00| Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 049 -8 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030425049 COUNTIES : MORGAN LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19125 |( 5 ) 02088 |( ) |BOB SHUFORD CONSTRUCTION LL |B & B ENGINEERING & DESIGN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 530B010 84.000 LF | 500.00000 42000.00| 300.00000 25200.00| 102" Span, 62" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 600A000 LUMP| 96000.00000 96000.00| 25000.00000 25000.00| Mobilization | | | 0330 610C001 475.000 TON | 30.00000 14250.00| 22.00000 10450.00| Loose Riprap, Class 2 | | | 0340 610D000 250.000 SQYD| 3.00000 750.00| 4.00000 1000.00| Filter Blanket | | | 0350 630C003 4.000 EACH| 1100.00000 4400.00| 1500.00000 6000.00| Guardrail End Anchor, Type 13 | | | 0360 630C050 4.000 EACH| 1285.00000 5140.00| 1500.00000 6000.00| Guardrail End Anchor, Type 20 Series | | | 0370 650A000 192.000 CUYD| 10.00000 1920.00| 10.00000 1920.00| Topsoil | | | 0380 652A053 1.000 ACRE| 1500.00000 1500.00| 2500.00000 2500.00| Seeding (Mix 1E) | | | 0390 656A001 1.000 ACRE| 1500.00000 1500.00| 2500.00000 2500.00| Mulching, Class A, Type 2 | | | 0400 665F000 50.000 EACH| 12.00000 600.00| 6.00000 300.00| Hay Bales | | | 0410 665J000 100.000 LF | 5.00000 500.00| 8.00000 800.00| Silt Fence, Type A | | | 0420 680A000 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| Engineering Controls | | | 0430 701A031 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0440 701A035 1.000 MILE| 2500.00000 2500.00| 3000.00000 3000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0450 701A045 1.000 MILE| 2500.00000 2500.00| 3000.00000 3000.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0460 701C000 1.000 MILE| 2500.00000 2500.00| 1500.00000 1500.00| Broken Temporary Traffic Stripe | | | 0470 701C001 1.000 MILE| 1750.00000 1750.00| 2000.00000 2000.00| Solid Temporary Traffic Stripe | | | 0480 705A032 5.000 EACH| 10.00000 50.00| 10.00000 50.00| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 049 -9 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20030425049 COUNTIES : MORGAN LETTING DATE : 04/25/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19125 |( 5 ) 02088 |( ) |BOB SHUFORD CONSTRUCTION LL |B & B ENGINEERING & DESIGN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 705A037 9.000 EACH| 200.00000 1800.00| 10.00000 90.00| Pavement Markers, Class A-H, Type 2-D | | | 0500 740B000 311.000 SQFT| 10.00000 3110.00| 12.00000 3732.00| Construction Signs | | | 0510 740F002 4.000 EACH| 250.00000 1000.00| 400.00000 1600.00| Barricades, Type III | | | 0520 740I005 4.000 EACH| 250.00000 1000.00| 200.00000 800.00| Warning Lights, Type B (Detachable Head | | | 0530 998A001 LUMP| 0.00000 0.00| 11700.00000 11700.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 11,700) | | | SECTION TOTALS | $ 568,416.26| $ 601,095.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 568,416.26| $ 601,095.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20030425051 COUNTIES : RANDOLPH LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5602(201) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#59 from C.R.#65 at Tin Shop to C.R.#56 at Rocky Branch. Length 5.163 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 529,138.95 100.0000% 2 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 536,851.29 101.4575% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 554,511.28 104.7950% 4 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 560,688.25 105.9624% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030425051 COUNTIES : RANDOLPH LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 05024 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |EAST RIVER CONSTRUCTION CO. |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 305B060 2000.000 TON | 18.36000 36720.00| 20.00000 40000.00| 21.04000 42080.00 Crushed Aggregate, Section 825, | | | Shoulder Material, For Miscellaneous Use| | | 0020 405A000 3935.000 GAL | 1.25000 4918.75| 1.75000 6886.25| 0.92000 3620.20 Tack Coat | | | 0030 424A340 3418.000 TON | 38.09000 130191.62| 38.85000 132789.30| 40.53000 138531.54 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 50.000 TON | 65.17000 3258.50| 50.00000 2500.00| 66.11000 3305.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B636 6059.000 TON | 35.90000 217518.10| 37.80000 229030.20| 36.24000 219578.16 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0060 424B640 300.000 TON | 99.62000 29886.00| 60.00000 18000.00| 67.03000 20109.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424C351 1212.000 TON | 40.27000 48807.24| 37.27000 45171.24| 40.24000 48770.88 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 7283.00000 7283.00| 18780.70000 18780.70| 30000.00000 30000.00 Mobilization | | | 0090 701A031 10.000 MILE| 1102.50000 11025.00| 1080.00000 10800.00| 1255.80000 12558.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 9.000 MILE| 1354.50000 12190.50| 1250.00000 11250.00| 1453.48000 13081.32 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 1.000 MILE| 787.50000 787.50| 990.00000 990.00| 1151.15000 1151.15 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 2.000 MILE| 441.00000 882.00| 360.00000 720.00| 418.60000 837.20 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030425051 COUNTIES : RANDOLPH LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 05024 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |EAST RIVER CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 18.000 MILE| 556.50000 10017.00| 460.00000 8280.00| 534.88000 9627.84 Solid Temporary Traffic Stripe | | | 0140 703A002 480.000 SQFT| 2.63000 1262.40| 2.90000 1392.00| 3.37000 1617.60 Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 102.000 EACH| 6.03000 615.06| 5.30000 540.60| 6.16000 628.32 Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 580.000 EACH| 6.03000 3497.40| 5.50000 3190.00| 6.40000 3712.00 Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 372.000 SQFT| 7.79000 2897.88| 10.50000 3906.00| 8.61000 3202.92 Construction Signs | | | 0180 740O000 1.000 EACH| 7381.00000 7381.00| 2625.00000 2625.00| 2099.65000 2099.65 Pilot Car | | | 0190 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 23,700.00) | | | SECTION TOTALS | $ 529,138.95| $ 536,851.29| $ 554,511.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 529,138.95| $ 536,851.29| $ 554,511.28 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030425051 COUNTIES : RANDOLPH LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 2000.000 TON | 18.00000 36000.00| | Crushed Aggregate, Section 825, | | | Shoulder Material, For Miscellaneous Use| | | 0020 405A000 3935.000 GAL | 1.25000 4918.75| | Tack Coat | | | 0030 424A340 3418.000 TON | 44.00000 150392.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 50.000 TON | 44.00000 2200.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B636 6059.000 TON | 36.00000 218124.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0060 424B640 300.000 TON | 70.00000 21000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424C351 1212.000 TON | 36.00000 43632.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 38000.00000 38000.00| | Mobilization | | | 0090 701A031 10.000 MILE| 1050.00000 10500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 9.000 MILE| 1290.00000 11610.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 1.000 MILE| 750.00000 750.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 2.000 MILE| 420.00000 840.00| | Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 051 -5 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030425051 COUNTIES : RANDOLPH LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13022 |( ) |( ) |MCCARTNEY CONSTRUCTION CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C001 18.000 MILE| 530.00000 9540.00| | Solid Temporary Traffic Stripe | | | 0140 703A002 480.000 SQFT| 2.50000 1200.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 102.000 EACH| 5.75000 586.50| | Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 580.000 EACH| 5.75000 3335.00| | Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 372.000 SQFT| 12.50000 4650.00| | Construction Signs | | | 0180 740O000 1.000 EACH| 3410.00000 3410.00| | Pilot Car | | | 0190 998A001 LUMP| 0.00000 0.00| | Construction Fuel(Optional Bid,Either | | | $0 Or $ 23,700.00) | | | SECTION TOTALS | $ 560,688.25| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 560,688.25| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20030425052 COUNTIES : RUSSELL LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5700(203) for constructing the Bridge Replacements (3)(Bridge Culverts) at various locations as indicated in the plans. Length - 0.025 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 287,551.81 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 399,590.40 138.9629% 3 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 444,060.25 154.4279% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030425052 COUNTIES : RUSSELL LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 14005 |( 3 ) 03071 |H & L CONSTRUCTION, INC. |G. W. NORRELL CONTRACTING C |CHRISTOPHER PLUMBING & ELECTRIC 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| 10000.00000 10000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 5+35.10 | | | 0020 206A001 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 5+30.75 | | | 0030 206A002 LUMP| 3000.00000 3000.00| 15000.00000 15000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 14+41.75 | | | 0040 214A000 1894.000 CUYD| 6.50000 12311.00| 5.00000 9470.00| 11.25000 21307.50 Structure Excavation | | | 0050 214B001 2841.000 CUYD| 0.01000 28.41| 23.00000 65343.00| 16.75000 47586.75 Foundation Backfill, Commercial | | | 0060 502A000 112172.000 LB | 0.45000 50477.40| 0.45000 50477.40| 0.50000 56086.00 Steel Reinforcement | | | 0070 524A011 598.000 CUYD| 285.00000 170430.00| 300.00000 179400.00| 320.00000 191360.00 Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 50000.00000 50000.00 Mobilization | | | 0090 610C001 840.000 TON | 25.75000 21630.00| 24.00000 20160.00| 20.00000 16800.00 Loose Riprap, Class 2 | | | 0100 610D000 840.000 SQYD| 3.00000 2520.00| 5.00000 4200.00| 3.00000 2520.00 Filter Blanket | | | 0110 665F000 135.000 EACH| 5.00000 675.00| 4.00000 540.00| 4.00000 540.00 Hay Bales | | | 0120 665J000 1200.000 LF | 3.95000 4740.00| 4.50000 5400.00| 5.90000 7080.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 2280.00000 2280.00| 3000.00000 3000.00| 8500.00000 8500.00 Engineering Controls | | | 0140 740B000 280.000 SQFT| 7.00000 1960.00| 15.00000 4200.00| 11.00000 3080.00 Construction Signs | | | 0150 740F002 16.000 EACH| 200.00000 3200.00| 400.00000 6400.00| 260.00000 4160.00 Barricades, Type III | | | 0160 740I005 12.000 EACH| 275.00000 3300.00| 500.00000 6000.00| 220.00000 2640.00 Warning Lights, Type B (Detachable Head | | | 0170 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 9900.00000 9900.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 9,900) | | | SECTION TOTALS | $ 287,551.81| $ 399,590.40| $ 444,060.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 287,551.81| $ 399,590.40| $ 444,060.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20030425053 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6117(201) for constructing the Bridge Replacement on Eastaboga Road over Choccolocco Creek southeast of the Talladega Super Speedway. Length - 0.078 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,192,799.50 100.0000% 2 23071 WARRIOR CONSTRUCTORS, INC. $ 1,225,143.33 102.7116% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 1,226,668.45 102.8395% 4 13099 MCINNIS, LLC $ 1,372,413.00 115.0581% 5 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,397,308.24 117.1453% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030425053 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( 3 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. |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 206A000 LUMP| 80000.00000 80000.00| 115000.00000 115000.00| 75000.00000 75000.00 Removal Of Old Bridge, Station 347+77.9 | | | 0020 215A000 242.000 CUYD| 50.00000 12100.00| 20.00000 4840.00| 30.00000 7260.00 Unclassified Bridge Excavation | | | 0030 502A000 57900.000 LB | 0.50000 28950.00| 0.60000 34740.00| 0.55000 31845.00 Steel Reinforcement | | | 0040 502B000 LUMP| 60000.00000 60000.00| 65000.00000 65000.00| 67000.00000 67000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 347+73, APPROX. | | | 113,100 LBS. | | | 0050 503A000 75.000 CUYD| 250.00000 18750.00| 65.00000 4875.00| 200.00000 15000.00 Seal Concrete | | | 0060 503B001 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 30000.00000 30000.00 Cofferdam And Pumping, BENT NO. 2 | | | 0070 503B002 LUMP| 25000.00000 25000.00| 50000.00000 50000.00| 30000.00000 30000.00 Cofferdam And Pumping, BENT NO. 3 | | | 0080 505G003 78.000 EACH| 100.00000 7800.00| 90.00000 7020.00| 150.00000 11700.00 Pile Points (Type A, 12") | | | 0090 505H000 540.000 LF | 150.00000 81000.00| 100.00000 54000.00| 64.00000 34560.00 Pilot Holes | | | 0100 505M002 1611.000 LF | 22.00000 35442.00| 22.50000 36247.50| 22.00000 35442.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 508A000 7220.000 LB | 2.00000 14440.00| 3.25000 23465.00| 3.00000 21660.00 Structural Steel | | | 0120 510A000 304.000 CUYD| 300.00000 91200.00| 350.00000 106400.00| 350.00000 106400.00 Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 235000.00000 235000.00| 200000.00000 200000.00| 289500.00000 289500.00 Bridge Concrete Superstructure, STA. | | | 347+73.00, APPROX. 498 CU. YDS. | | | 0140 510E000 1343.000 SQYD| 2.50000 3357.50| 1.81000 2430.83| 2.00000 2686.00 Grooving Concrete Bridge Decks | | | 0150 511A001 30.000 EACH| 200.00000 6000.00| 125.00000 3750.00| 150.00000 4500.00 Elastomeric Bearings, Type 2 | | | 0160 513B017 2003.000 LF | 150.00000 300450.00| 112.50000 225337.50| 130.00000 260390.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030425053 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( 3 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 600A000 LUMP| 103000.00000 103000.00| 140000.00000 140000.00| 110000.00000 110000.00 Mobilization | | | 0180 610C001 1490.000 TON | 20.00000 29800.00| 25.00000 37250.00| 25.00000 37250.00 Loose Riprap, Class 2 | | | 0190 610D000 790.000 SQYD| 3.00000 2370.00| 3.00000 2370.00| 2.50000 1975.00 Filter Blanket | | | 0200 630A001 1200.000 LF | 10.10000 12120.00| 9.75000 11700.00| 12.00000 14400.00 Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C003 4.000 EACH| 985.00000 3940.00| 1025.00000 4100.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1220.00000 4880.00| 1300.00000 5200.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0230 665F000 150.000 EACH| 5.00000 750.00| 9.75000 1462.50| 8.50000 1275.00 Hay Bales | | | 0240 665J000 500.000 LF | 5.00000 2500.00| 10.00000 5000.00| 3.75000 1875.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 0.00000 0.00| 20000.00000 20000.00| 17000.00000 17000.00 Engineering Controls | | | 0260 740B000 397.000 SQFT| 10.00000 3970.00| 15.00000 5955.00| 9.85000 3910.45 Construction Signs | | | 0270 740F002 12.000 EACH| 215.00000 2580.00| 500.00000 6000.00| 210.00000 2520.00 Barricades, Type III | | | 0280 740I005 6.000 EACH| 400.00000 2400.00| 500.00000 3000.00| 420.00000 2520.00 Warning Lights, Type B (Detachable Head | | | 0290 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 35,700) | | | SECTION TOTALS | $ 1,192,799.50| $ 1,225,143.33| $ 1,226,668.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,192,799.50| $ 1,225,143.33| $ 1,226,668.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030425053 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 03001 |( ) |MCINNIS, LLC |CLARK 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| 30000.00000 30000.00| 150000.00000 150000.00| Removal Of Old Bridge, Station 347+77.9 | | | 0020 215A000 242.000 CUYD| 15.00000 3630.00| 22.47000 5437.74| Unclassified Bridge Excavation | | | 0030 502A000 57900.000 LB | 0.63000 36477.00| 0.37000 21423.00| Steel Reinforcement | | | 0040 502B000 LUMP| 61000.00000 61000.00| 42250.00000 42250.00| Steel Reinforcement For Bridge | | | Superstructure, STA. 347+73, APPROX. | | | 113,100 LBS. | | | 0050 503A000 75.000 CUYD| 60.00000 4500.00| 433.93000 32544.75| Seal Concrete | | | 0060 503B001 LUMP| 38000.00000 38000.00| 82500.00000 82500.00| Cofferdam And Pumping, BENT NO. 2 | | | 0070 503B002 LUMP| 38000.00000 38000.00| 82500.00000 82500.00| Cofferdam And Pumping, BENT NO. 3 | | | 0080 505G003 78.000 EACH| 60.00000 4680.00| 100.00000 7800.00| Pile Points (Type A, 12") | | | 0090 505H000 540.000 LF | 500.00000 270000.00| 220.00000 118800.00| Pilot Holes | | | 0100 505M002 1611.000 LF | 22.00000 35442.00| 30.00000 48330.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0110 508A000 7220.000 LB | 2.00000 14440.00| 2.58000 18627.60| Structural Steel | | | 0120 510A000 304.000 CUYD| 490.00000 148960.00| 400.00000 121600.00| Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 263900.00000 263900.00| 200000.00000 200000.00| Bridge Concrete Superstructure, STA. | | | 347+73.00, APPROX. 498 CU. YDS. | | | 0140 510E000 1343.000 SQYD| 3.00000 4029.00| 1.90000 2551.70| Grooving Concrete Bridge Decks | | | 0150 511A001 30.000 EACH| 140.00000 4200.00| 153.54000 4606.20| Elastomeric Bearings, Type 2 | | | 0160 513B017 2003.000 LF | 125.00000 250375.00| 118.71000 237776.13| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 053 -5 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20030425053 COUNTIES : TALLADEGA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 03001 |( ) |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 600A000 LUMP| 75000.00000 75000.00| 150000.00000 150000.00| Mobilization | | | 0180 610C001 1490.000 TON | 20.00000 29800.00| 17.97000 26775.30| Loose Riprap, Class 2 | | | 0190 610D000 790.000 SQYD| 2.00000 1580.00| 1.86000 1469.40| Filter Blanket | | | 0200 630A001 1200.000 LF | 10.10000 12120.00| 10.10000 12120.00| Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C003 4.000 EACH| 985.00000 3940.00| 985.00000 3940.00| Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1220.00000 4880.00| 1220.00000 4880.00| Guardrail End Anchor, Type 10 Series | | | 0230 665F000 150.000 EACH| 5.00000 750.00| 6.09000 913.50| Hay Bales | | | 0240 665J000 500.000 LF | 6.50000 3250.00| 3.45000 1725.00| Silt Fence, Type A | | | 0250 680A000 LUMP| 24000.00000 24000.00| 12000.00000 12000.00| Engineering Controls | | | 0260 740B000 397.000 SQFT| 10.00000 3970.00| 7.42000 2945.74| Construction Signs | | | 0270 740F002 12.000 EACH| 200.00000 2400.00| 159.00000 1908.00| Barricades, Type III | | | 0280 740I005 6.000 EACH| 515.00000 3090.00| 314.03000 1884.18| Warning Lights, Type B (Detachable Head | | | 0290 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ 35,700) | | | SECTION TOTALS | $ 1,372,413.00| $ 1,397,308.24| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,372,413.00| $ 1,397,308.24| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20030425054 COUNTIES : TALLAPOOSA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-6217(200) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#40 from C.R.#37 to C.R.#42 in Dadeville. Length 5.510 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 465,985.15 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 488,366.83 104.8031% 3 05002 EAST ALABAMA PAVING COMPANY, INC. $ 507,882.60 108.9912% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030425054 COUNTIES : TALLAPOOSA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05024 |( 2 ) 04013 |( 3 ) 05002 |EAST RIVER CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3880.000 GAL | 1.15000 4462.00| 0.90000 3492.00| 1.20000 4656.00 Tack Coat | | | 0020 429A200 3850.000 TON | 34.11000 131323.50| 36.31000 139793.50| 40.59000 156271.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 429B204 500.000 TON | 63.00000 31500.00| 50.21000 25105.00| 60.00000 30000.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B208 4800.000 TON | 33.07000 158736.00| 34.03000 163344.00| 38.08000 182784.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429C211 850.000 TON | 33.07000 28109.50| 33.96000 28866.00| 36.13000 30710.50 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 600A000 LUMP| 10658.55000 10658.55| 15000.00000 15000.00| 3500.00000 3500.00 Mobilization | | | 0070 630A021 2500.000 LF | 10.00000 25000.00| 11.59000 28975.00| 10.25000 25625.00 Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | 0080 630C070 12.000 EACH| 1140.00000 13680.00| 1265.24000 15182.88| 1120.00000 13440.00 Guardrail End Anchor, Type 10 Series | | | 0090 651B000 28.000 TON | 40.00000 1120.00| 42.06000 1177.68| 40.00000 1120.00 Agricultural Limestone | | | 0100 652A056 14.000 ACRE| 500.00000 7000.00| 540.80000 7571.20| 500.00000 7000.00 Seeding (Mix 2E) | | | 0110 656A000 14.000 ACRE| 425.00000 5950.00| 480.71000 6729.94| 425.00000 5950.00 Mulching, Class A, Type 1 | | | 0120 665F000 100.000 EACH| 5.25000 525.00| 7.21000 721.00| 5.00000 500.00 Hay Bales | | | 0130 665J000 300.000 LF | 5.25000 1575.00| 3.12000 936.00| 4.00000 1200.00 Silt Fence, Type A | | | 0140 701A031 12.000 MILE| 1050.00000 12600.00| 1193.07000 14316.84| 1050.00000 12600.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030425054 COUNTIES : TALLAPOOSA LETTING DATE : 04/25/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05024 |( 2 ) 04013 |( 3 ) 05002 |EAST RIVER CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. |EAST ALABAMA PAVING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A035 10.000 MILE| 1200.00000 12000.00| 1362.82000 13628.20| 1200.00000 12000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 2.000 MILE| 980.00000 1960.00| 1112.97000 2225.94| 980.00000 1960.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 4.000 MILE| 350.00000 1400.00| 397.49000 1589.96| 350.00000 1400.00 Broken Temporary Traffic Stripe | | | 0180 701C001 20.000 MILE| 450.00000 9000.00| 511.06000 10221.20| 450.00000 9000.00 Solid Temporary Traffic Stripe | | | 0190 703A002 260.000 SQFT| 2.90000 754.00| 3.29000 855.40| 2.90000 754.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 705A032 72.000 EACH| 5.30000 381.60| 6.02000 433.44| 5.30000 381.60 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 660.000 EACH| 5.50000 3630.00| 6.25000 4125.00| 5.50000 3630.00 Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 240.000 SQFT| 10.50000 2520.00| 8.41000 2018.40| 10.00000 2400.00 Construction Signs | | | 0230 740E000 50.000 EACH| 10.50000 525.00| 6.01000 300.50| 10.00000 500.00 Cones (36 Inches High) | | | 0240 740O000 1.000 EACH| 1575.00000 1575.00| 1757.75000 1757.75| 500.00000 500.00 Pilot Car | | | 0250 998A001 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel(Optional Bid,Either | | | $0 Or $ 25,100.00) | | | SECTION TOTALS | $ 465,985.15| $ 488,366.83| $ 507,882.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 465,985.15| $ 488,366.83| $ 507,882.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20030425055 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-7156(600) for constructing the Bridge Replacement (Precast) on C.R.#148 (Main Street) over Beaver Creek in Pinson. Length - 0.012 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 308,405.00 100.0000% 2 23071 WARRIOR CONSTRUCTORS, INC. $ 421,805.39 136.7700% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030425055 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( ) |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 26400.00000 26400.00| 148652.21000 148652.21| Removal Of Old Bridge, Station 6+22.36 | | | 0020 206D008 35.000 LF | 50.00000 1750.00| 71.15000 2490.25| Removing Retaining Wall | | | 0030 502A001 10730.000 LB | 0.50000 5365.00| 0.62000 6652.60| Steel Reinforcement (Grade 60) | | | 0040 502B000 LUMP| 3500.00000 3500.00| 6010.63000 6010.63| Steel Reinforcement For Bridge | | | Superstructure, STA. 6+25.24, APPROX. | | | 5900 LBS. | | | 0050 505G004 14.000 EACH| 90.00000 1260.00| 98.53000 1379.42| Pile Points (Type A, 14") | | | 0060 505H000 110.000 LF | 150.00000 16500.00| 52.35000 5758.50| Pilot Holes | | | 0070 505M005 235.000 LF | 28.00000 6580.00| 36.35000 8542.25| Steel Piling Furnished And Driven(HP | | | 14x89) | | | 0080 508A000 430.000 LB | 3.00000 1290.00| 6.98000 3001.40| Structural Steel | | | 0090 510A000 110.000 CUYD| 300.00000 33000.00| 503.12000 55343.20| Bridge Substructure Concrete, Class A | | | 0100 510C051 LUMP| 25000.00000 25000.00| 29893.67000 29893.67| Bridge Concrete Superstructure, STA. | | | 6+25.24, APPROX. 45 CUBIC YARDS | | | 0110 510E000 270.000 SQYD| 10.00000 2700.00| 10.82000 2921.40| Grooving Concrete Bridge Decks | | | 0120 513C000 9.000 EACH| 11500.00000 103500.00| 7651.36000 68862.24| Prestressed Concrete Interior Span | | | Sections, 4'-1" WIDE BY 2'-0" DEEP BY | | | 59'-8" LONG | | | 0130 513D000 2.000 EACH| 11500.00000 23000.00| 7936.21000 15872.42| Prestressed Concrete Exterior Span | | | Sections, 4'-1" WIDE BY 2'-0" DEEP BY | | | 59'-8" LONG | | | 0140 517F000 124.000 LF | 115.00000 14260.00| 112.50000 13950.00| Bridge Mounted Galvanized Steel Barrier | | | Rail (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20030425055 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( ) |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 35000.00000 35000.00| 49001.20000 49001.20| Mobilization | | | 0160 665J000 360.000 LF | 7.50000 2700.00| 9.65000 3474.00| Silt Fence, Type A | | | 0170 998A001 LUMP| 6600.00000 6600.00| 0.00000 0.00| Construction Fuel(Optional Bid,Either | | | $0 Or $ $6,600.00) | | | SECTION TOTALS | $ 308,405.00| $ 421,805.39| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 308,405.00| $ 421,805.39| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20030425056 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : CMAQ-7162(600) for constructing the Grade, Drainage, Pavement and Signalization on Oporto-Madrid Boulevard from Fourth Avenue South to Rugby Avenue in Birmingham. Length 0.281 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 256,992.26 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 336,993.00 131.1296% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 366,671.13 142.6779% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030425056 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |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 201A000M LUMP| 4005.84000 4005.84| 25076.00000 25076.00| 14341.16000 14341.16 Clearing & Grubbing (Approximately 0.1 | | | HECTARE) | | | 0020 206C000M 192.000 M2 | 12.38000 2376.96| 16.00000 3072.00| 31.67000 6080.64 Removing Concrete Sidewalk | | | 0030 206C001M 12.000 M2 | 42.57000 510.84| 28.00000 336.00| 38.73000 464.76 Removing Concrete Pavement | | | 0040 206D003M 185.000 M | 13.95000 2580.75| 8.00000 1480.00| 34.74000 6426.90 Removing Curb And Gutter | | | 0050 206D005M 14.000 M | 18.24000 255.36| 22.00000 308.00| 42.68000 597.52 Removing Gutter | | | 0060 206D011M 46.000 M | 14.33000 659.18| 22.00000 1012.00| 21.79000 1002.34 Removing Fence | | | 0070 206E001M 3.000 EACH| 309.52000 928.56| 490.00000 1470.00| 663.94000 1991.82 Removing Inlets | | | 0080 210A000M 350.000 M3 | 37.45000 13107.50| 23.00000 8050.00| 39.74000 13909.00 Unclassified Excavation | | | 0090 214A000M 70.000 M3 | 32.86000 2300.20| 27.00000 1890.00| 47.80000 3346.00 Structure Excavation | | | 0100 214B001M 19.000 M3 | 15.06000 286.14| 82.00000 1558.00| 56.26000 1068.94 Foundation Backfill, Commercial | | | 0110 306A000M 1.000 EACH| 654.17000 654.17| 11000.00000 11000.00| 929.52000 929.52 Portable Nuclear Moisture-Density | | | Testing Device | | | 0120 405A000M 568.000 L | 0.40000 227.20| 1.00000 568.00| 0.88000 499.84 Tack Coat | | | 0130 408A052M 4445.000 M2 | 1.26000 5600.70| 2.50000 11112.50| 2.42000 10756.90 Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0140 424A361M 386.000 MTON| 49.45000 19087.70| 55.00000 21230.00| 51.87000 20021.82 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A366M 124.000 MTON| 62.57000 7758.68| 75.00000 9300.00| 61.02000 7566.48 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030425056 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B651M 50.000 MTON| 67.40000 3370.00| 100.00000 5000.00| 90.44000 4522.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 424B681M 62.000 MTON| 60.09000 3725.58| 90.00000 5580.00| 84.49000 5238.38 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424C361M 224.000 MTON| 52.19000 11690.56| 70.00000 15680.00| 61.27000 13724.48 Superpave Bituminous Concrete Base | | | Layer, 37.5mm Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 530A001M 9.000 M | 179.54000 1615.86| 100.00000 900.00| 265.58000 2390.22 450 mm Roadway Pipe (Class 3 R.C.) | | | 0200 530B001M 2.000 M | 361.49000 722.98| 200.00000 400.00| 697.14000 1394.28 560 mm Span X 345 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0210 600A000M LUMP| 7751.00000 7751.00| 27300.00000 27300.00| 27254.83000 27254.83 Mobilization | | | 0220 602A000M 11.000 EACH| 174.32000 1917.52| 100.00000 1100.00| 265.58000 2921.38 Right Of Way Markers | | | 0230 618A001M 140.000 M2 | 37.80000 5292.00| 61.00000 8540.00| 39.64000 5549.60 Concrete Sidewalk, 150 mm Thick | | | 0240 621A000M 2.000 EACH| 3150.00000 6300.00| 1400.00000 2800.00| 3983.66000 7967.32 Junction Boxes, Type 1, 1P Or 5 | | | 0250 621C015M 4.000 EACH| 2625.00000 10500.00| 2200.00000 8800.00| 3319.71000 13278.84 Inlets, Type S1 Or S3 (1 Wing) | | | 0260 623A000M 9.000 M | 693.00000 6237.00| 100.00000 900.00| 128.35000 1155.15 Concrete Gutter | | | 0270 623B001M 22.000 M | 103.43000 2275.46| 155.00000 3410.00| 195.56000 4302.32 Concrete Curb, Type N Special | | | 0280 623C000M 156.000 M | 60.90000 9500.40| 97.00000 15132.00| 95.87000 14955.72 Combination Curb & Gutter, Type C | | | 0290 650A000M 23.000 M3 | 33.84000 778.32| 45.00000 1035.00| 43.29000 995.67 Topsoil | | | 0300 654A001M 221.000 M2 | 4.72000 1043.12| 4.00000 884.00| 7.94000 1754.74 Solid Sodding (Bermuda) | | | 0310 665F000M 32.000 EACH| 10.34000 330.88| 6.00000 192.00| 17.93000 573.76 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 04/29/03 PAGE : 056 -4 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030425056 COUNTIES : JEFFERSON LETTING DATE : 04/25/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 07003 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |R.E. GRILLS CONSTRUCTION CO |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665G000M 8.000 EACH| 0.65000 5.20| 5.00000 40.00| 10.62000 84.96 Sand Bags | | | 0330 665J000M 260.000 M | 13.31000 3460.60| 23.00000 5980.00| 17.42000 4529.20 Silt Fence, Type A | | | 0340 680A000M LUMP| 8379.00000 8379.00| 10000.00000 10000.00| 10091.92000 10091.92 Engineering Controls | | | 0350 701A028M 1.000 KM | 714.00000 714.00| 650.00000 650.00| 1960.36000 1960.36 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0360 701A037M 1.000 KM | 913.50000 913.50| 850.00000 850.00| 1960.36000 1960.36 Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0370 701A041M 1.000 KM | 630.00000 630.00| 600.00000 600.00| 784.65000 784.65 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0380 701B006M 90.000 M | 1.89000 170.10| 2.00000 180.00| 4.14000 372.60 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0390 701C000M 1.000 KM | 367.50000 367.50| 350.00000 350.00| 587.85000 587.85 Broken Temporary Traffic Stripe | | | 0400 701C001M 1.000 KM | 472.50000 472.50| 450.00000 450.00| 587.85000 587.85 Solid Temporary Traffic Stripe | | | 0410 703A002M 354.000 M2 | 22.05000 7805.70| 20.00000 7080.00| 34.06000 12057.24 Traffic Control Markings, Class 2, Type | | | A | | | 0420 703B002M 9.000 M2 | 22.05000 198.45| 20.00000 180.00| 46.68000 420.12 Traffic Control Legends, Class 2, Type | | | 0430 703D001M 224.000 M2 | 12.60000 2822.40| 12.00000 2688.00| 17.66000 3955.84 Temporary Traffic Control Markings | | | 0440 705A030M 15.000 EACH| 6.30000 94.50| 6.00000 90.00| 7.25000 108.75 Pavement Markers, Class A-H, Type 2-C | | | 0450 705A031M 12.000 EACH| 6.30000 75.60| 6.00000 72.00| 7.25000 87.00 Pavement Markers, Class A-H, Type 1-A | | | 0460 705A032M 40.000 EACH| 6.30000 252.00| 6.00000 240.00| 7.25000 290.00 Pavement Markers, Class A-H, Type 1-B |