ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 540 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : BRF-0005(503) for constructing the Bridge Replacement (WBR) and Approaches on S.R.#5 (U.S.#78) at the Mulberry Fork of the Warrior River northeast of Cordova. Length 1.704 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19007 SCOTT BRIDGE COMPANY, INC. $ 6,491,538.55 100.0000% 2 13036 THE MORRIS GROUP, INC. $ 6,567,578.97 101.1714% 3 10016 JONES BROS., INC. $ 6,846,819.75 105.4730% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 7,181,955.27 110.6356% 5 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 7,468,575.43 115.0509% 6 19009 GILBERT SOUTHERN CORPORATION $ 7,792,542.75 120.0415% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 13036 |( 3 ) 10016 |SCOTT BRIDGE COMPANY, INC. |THE MORRIS GROUP, INC. |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 45000.00000 45000.00| 57000.00000 57000.00| 560000.00000 560000.00 Clearing & Grubbing (Approximately 14 | | | Hectares) | | | 0020 206A000M LUMP| 150000.00000 150000.00| 286000.00000 286000.00| 100000.00000 100000.00 Removal Of Old Bridge, Station 17+88.85 | | | U.S. 78 WB | | | 0030 206C002M 65.000 M2 | 6.00000 390.00| 6.00000 390.00| 6.00000 390.00 Removing Concrete Slope Paving | | | 0040 206C003M 165.000 M2 | 5.00000 825.00| 5.00000 825.00| 5.00000 825.00 Removing Concrete Flumes | | | 0050 206D000M 198.000 M | 6.00000 1188.00| 6.00000 1188.00| 6.00000 1188.00 Removing Pipe | | | 0060 206D001M 315.000 M | 1.00000 315.00| 0.50000 157.50| 0.50000 157.50 Removing Guardrail | | | 0070 206E001M 2.000 EACH| 300.00000 600.00| 300.00000 600.00| 300.00000 600.00 Removing Inlets | | | 0080 206E008M 9.000 EACH| 50.00000 450.00| 50.00000 450.00| 50.00000 450.00 Removing Guardrail End Anchor (All Type | | | 0090 210A000M 13280.000 M3 | 4.00000 53120.00| 4.00000 53120.00| 4.00000 53120.00 Unclassified Excavation | | | 0100 210D000M 78933.000 M3 | 5.75000 453864.75| 5.75000 453864.75| 5.75000 453864.75 Borrow Excavation | | | 0110 214A000M 1097.000 M3 | 6.00000 6582.00| 6.00000 6582.00| 6.00000 6582.00 Structure Excavation | | | 0120 214B001M 132.000 M3 | 17.00000 2244.00| 16.02000 2114.64| 16.02000 2114.64 Foundation Backfill, Commercial | | | 0130 305B061M 250.000 MTON| 19.00000 4750.00| 19.00000 4750.00| 19.00000 4750.00 Coarse Aggregate, Section 801, For | | | Miscellaneous Use, (ALDOT # 810) | | | 0140 401B108M 5836.000 M2 | 1.55000 9045.80| 1.55000 9045.80| 1.55000 9045.80 Bituminous Treatment G (With Polymer | | | Additive) | | | 0150 405A000M 5117.000 L | 1.00000 5117.00| 0.60000 3070.20| 0.60000 3070.20 Tack Coat | | | 0160 424A280M 1159.000 MTON| 48.50000 56211.50| 48.50000 56211.50| 48.50000 56211.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 13036 |( 3 ) 10016 |SCOTT BRIDGE COMPANY, INC. |THE MORRIS GROUP, INC. |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B282M 2353.000 MTON| 38.50000 90590.50| 38.50000 90590.50| 38.50000 90590.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0180 424B286M 40.000 MTON| 75.00000 3000.00| 75.00000 3000.00| 75.00000 3000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424B289M 570.000 MTON| 47.50000 27075.00| 47.50000 27075.00| 47.50000 27075.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424C281M 8530.000 MTON| 32.50000 277225.00| 32.50000 277225.00| 32.50000 277225.00 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0210 430B026M 1000.000 MTON| 16.00000 16000.00| 16.00000 16000.00| 16.00000 16000.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0220 450B000M 96.000 M2 | 85.00000 8160.00| 82.00000 7872.00| 80.00000 7680.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0230 502A000M 139115.000 KG | 1.10000 153026.50| 1.00000 139115.00| 1.20000 166938.00 Steel Reinforcement | | | 0240 502B000M LUMP| 155000.00000 155000.00| 125000.00000 125000.00| 110000.00000 110000.00 Steel Reinforcement For Bridge | | | Superstructure, STA.17+63.5, APPROX. | | | 127200 KG | | | 0250 506A005M 81.000 M | 1050.00000 85050.00| 1000.00000 81000.00| 1000.00000 81000.00 Drilled Shaft Excavation, 1070 mm | | | Diameter | | | 0260 506A006M 31.000 M | 1050.00000 32550.00| 1000.00000 31000.00| 1000.00000 31000.00 Drilled Shaft Excavation, 1680 mm | | | Diameter | | | 0270 506A007M 10.000 M | 2100.00000 21000.00| 2000.00000 20000.00| 2000.00000 20000.00 Drilled Shaft Excavation, 2440 mm | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 13036 |( 3 ) 10016 |SCOTT BRIDGE COMPANY, INC. |THE MORRIS GROUP, INC. |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 506B002M 21.000 M | 3150.00000 66150.00| 3000.00000 63000.00| 3000.00000 63000.00 Special Drilled Shaft Excavation, 1070 | | | mm Diameter | | | 0290 506B006M 25.000 M | 4200.00000 105000.00| 4000.00000 100000.00| 4000.00000 100000.00 Special Drilled Shaft Excavation, 1680 | | | mm Diameter | | | 0300 506B011M 32.000 M | 5250.00000 168000.00| 5000.00000 160000.00| 5000.00000 160000.00 Special Drilled Shaft Excavation, 2440 | | | mm Diameter | | | 0310 506C041M 102.000 M | 105.00000 10710.00| 100.00000 10200.00| 100.00000 10200.00 Drilled Shaft Construction, 1070 mm | | | Diameter, Class DS1 Concrete | | | 0320 506C045M 54.000 M | 210.00000 11340.00| 200.00000 10800.00| 200.00000 10800.00 Drilled Shaft Construction, 1680 mm | | | Diameter, Class DS1 Concrete | | | 0330 506C051M 50.000 M | 315.00000 15750.00| 300.00000 15000.00| 300.00000 15000.00 Drilled Shaft Construction,2440 mm | | | Diameter,Class DS1 Concrete | | | 0340 506F005M 19.000 M | 1365.00000 25935.00| 1300.00000 24700.00| 1300.00000 24700.00 Permanent Drilled Shaft Casing, 2440 mm | | | Diameter | | | 0350 506G010M 4.000 EACH| 5250.00000 21000.00| 5000.00000 20000.00| 5000.00000 20000.00 Crosshole Sonic Logging 2440 mm Diamete | | | 0360 508A000M 2300.000 KG | 7.00000 16100.00| 4.00000 9200.00| 8.00000 18400.00 Structural Steel | | | 0370 508B000M 1.000 EACH| 2250000.00000 2250000.00| 1902000.00000 1902000.00| 2050000.00000 2050000.00 Structural Steel Superstructure, | | | 67-84-67 CONTINUOUS SPAN, APPROX | | | 0380 510A000M 651.000 M3 | 500.00000 325500.00| 480.00000 312480.00| 600.00000 390600.00 Bridge Substructure Concrete, Class A | | | 0390 510C051M LUMP| 450000.00000 450000.00| 582000.00000 582000.00| 350000.00000 350000.00 Bridge Concrete Superstructure, STA | | | 17+63.5, APPROX 812 M3 | | | 0400 510E000M 2878.000 M2 | 3.00000 8634.00| 2.00000 5756.00| 1.91000 5496.98 Grooving Concrete Bridge Decks | | | 0410 511A001M 24.000 EACH| 200.00000 4800.00| 125.00000 3000.00| 120.00000 2880.00 Elastomeric Bearings, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 13036 |( 3 ) 10016 |SCOTT BRIDGE COMPANY, INC. |THE MORRIS GROUP, INC. |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 511A004M 20.000 EACH| 1225.00000 24500.00| 785.00000 15700.00| 850.00000 17000.00 Elastomeric Bearings, Type 4 | | | 0430 513B005M 288.000 M | 332.00000 95616.00| 270.00000 77760.00| 300.00000 86400.00 Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0435 519A000M LUMP| 78000.00000 78000.00| 48000.00000 48000.00| 40000.00000 40000.00 Navigation Lighting System | | | 0440 524B011M 35.000 M3 | 655.00000 22925.00| 746.00000 26110.00| 600.00000 21000.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0450 530A002M 46.000 M | 80.00000 3680.00| 77.00000 3542.00| 77.00000 3542.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0460 530A005M 157.000 M | 180.00000 28260.00| 180.00000 28260.00| 180.00000 28260.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0470 530A101M 7.000 M | 60.00000 420.00| 56.00000 392.00| 56.00000 392.00 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A102M 9.000 M | 80.00000 720.00| 76.00000 684.00| 76.00000 684.00 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0490 530A103M 8.000 M | 125.00000 1000.00| 125.00000 1000.00| 125.00000 1000.00 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 600A000M LUMP| 551500.00000 551500.00| 831000.00000 831000.00| 800000.00000 800000.00 Mobilization | | | 0510 602B000M 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 200.00000 400.00 Land Survey Markers | | | 0520 606A000M 1000.000 M | 36.00000 36000.00| 36.00000 36000.00| 36.00000 36000.00 150 mm Underdrain Pipe | | | 0530 610C001M 7194.000 MTON| 18.00000 129492.00| 18.00000 129492.00| 18.00000 129492.00 Loose Riprap, Class 2 | | | 0540 610D000M 5943.000 M2 | 2.50000 14857.50| 2.50000 14857.50| 2.50000 14857.50 Filter Blanket | | | 0550 614A000M 25.000 M3 | 750.00000 18750.00| 295.00000 7375.00| 300.00000 7500.00 Slope Paving | | | 0560 619A002M 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 13036 |( 3 ) 10016 |SCOTT BRIDGE COMPANY, INC. |THE MORRIS GROUP, INC. |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 619A003M 3.000 EACH| 425.00000 1275.00| 425.00000 1275.00| 425.00000 1275.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0580 619A004M 2.000 EACH| 575.00000 1150.00| 575.00000 1150.00| 575.00000 1150.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0590 619A006M 1.000 EACH| 1050.00000 1050.00| 1050.00000 1050.00| 1050.00000 1050.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0600 619A206M 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 2500.00000 5000.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 (Double Line) | | | 0610 620A000M 1.000 M3 | 1000.00000 1000.00| 1400.00000 1400.00| 1500.00000 1500.00 Minor Structure Concrete | | | 0620 621A013M 1.000 EACH| 2000.00000 2000.00| 5000.00000 5000.00| 4500.00000 4500.00 Junction Boxes, Type Special | | | 0630 621B035M 1.000 EACH| 600.00000 600.00| 1000.00000 1000.00| 1000.00000 1000.00 Junction Box Units, Type Special | | | 0640 630A001M 280.000 M | 41.00000 11480.00| 41.00000 11480.00| 41.00000 11480.00 Steel Beam Guardrail, Class A, Type 2 | | | 0650 630C003M 2.000 EACH| 950.00000 1900.00| 950.00000 1900.00| 950.00000 1900.00 Guardrail End Anchor, Type 13 | | | 0660 630C070M 2.000 EACH| 1400.00000 2800.00| 1400.00000 2800.00| 1400.00000 2800.00 Guardrail End Anchor, Type 10 Series | | | 0670 641A035M 253.000 M | 75.00000 18975.00| 85.66000 21671.98| 85.66000 21671.98 152.4 Millimeter D.I. Water Main Laid | | | 0680 641A049M 65.000 M | 70.00000 4550.00| 80.27000 5217.55| 80.27000 5217.55 152.4 Millimeter P.V.C. Water Main Laid | | | 0690 649A007M 40.000 M | 115.00000 4600.00| 400.00000 16000.00| 400.00000 16000.00 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 0700 650A000M 1500.000 M3 | 5.00000 7500.00| 5.00000 7500.00| 5.00000 7500.00 Topsoil | | | 0710 650B000M 5000.000 M3 | 4.00000 20000.00| 4.00000 20000.00| 4.00000 20000.00 Topsoil From Stockpiles | | | 0720 652A050M 6.000 HA | 1100.00000 6600.00| 1100.00000 6600.00| 1050.00000 6300.00 Seeding (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 13036 |( 3 ) 10016 |SCOTT BRIDGE COMPANY, INC. |THE MORRIS GROUP, INC. |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 652A053M 3.000 HA | 1100.00000 3300.00| 1100.00000 3300.00| 1050.00000 3150.00 Seeding (Mix 1E) | | | 0740 652B050M 4.000 HA | 1000.00000 4000.00| 1000.00000 4000.00| 600.00000 2400.00 Temporary Seeding (Mix 1AT) | | | 0750 652C000M 13.000 HA | 125.00000 1625.00| 125.00000 1625.00| 150.00000 1950.00 Mowing | | | 0760 652D050M 4.000 HA | 1100.00000 4400.00| 1100.00000 4400.00| 800.00000 3200.00 Seeding In Stubble (Mix 1A) | | | 0770 654A000M 52.000 M2 | 4.00000 208.00| 4.00000 208.00| 4.00000 208.00 Solid Sodding | | | 0780 656A000M 10.000 HA | 1100.00000 11000.00| 1100.00000 11000.00| 1050.00000 10500.00 Mulching, Class A, Type 1 | | | 0790 656A001M 3.000 HA | 1100.00000 3300.00| 1100.00000 3300.00| 1100.00000 3300.00 Mulching, Class A, Type 2 | | | 0800 659A000M 200.000 M2 | 2.25000 450.00| 2.25000 450.00| 2.75000 550.00 Erosion Control Netting, Class A | | | 0810 659A001M 500.000 M2 | 2.35000 1175.00| 2.35000 1175.00| 2.75000 1375.00 Erosion Control Netting, Class B | | | 0820 659A002M 1544.000 M2 | 6.30000 9727.20| 6.30000 9727.20| 7.50000 11580.00 Erosion Control Netting, Class C1 | | | 0830 665C000M 100.000 M | 20.00000 2000.00| 20.00000 2000.00| 20.00000 2000.00 375 mm Temporary Pipe | | | 0840 665F000M 200.000 EACH| 6.00000 1200.00| 6.00000 1200.00| 7.00000 1400.00 Hay Bales | | | 0850 665I000M 1312.000 MTON| 23.00000 30176.00| 30.00000 39360.00| 20.00000 26240.00 Temporary Riprap, Class 2 | | | 0860 665J000M 1986.000 M | 9.00000 17874.00| 9.00000 17874.00| 9.00000 17874.00 Silt Fence, Type A | | | 0870 665K000M 150.000 M3 | 20.00000 3000.00| 20.00000 3000.00| 20.00000 3000.00 Drainage Sump Excavation | | | 0880 665L000M 30.000 M | 21.00000 630.00| 48.00000 1440.00| 65.00000 1950.00 Floating Basin Boom | | | 0890 666A001M 13.000 HA | 20.00000 260.00| 75.00000 975.00| 25.00000 325.00 Pest Control Treatment | | | 0900 680A000M LUMP| 55000.00000 55000.00| 62000.00000 62000.00| 50000.00000 50000.00 Engineering Controls | | | 0910 701C000M 2.000 KM | 315.00000 630.00| 311.00000 622.00| 311.00000 622.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 13036 |( 3 ) 10016 |SCOTT BRIDGE COMPANY, INC. |THE MORRIS GROUP, INC. |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 701C001M 4.000 KM | 315.00000 1260.00| 311.00000 1244.00| 311.00000 1244.00 Solid Temporary Traffic Stripe | | | 0930 701D007M 1.000 KM | 935.00000 935.00| 932.00000 932.00| 932.00000 932.00 Solid Traffic Stripe Removed (Paint) | | | 0940 701D014M 1.000 KM | 810.00000 810.00| 808.00000 808.00| 808.00000 808.00 Broken Traffic Stripe Removed (Paint) | | | 0950 701G121M 267.000 M | 5.65000 1508.55| 5.63000 1503.21| 5.63000 1503.21 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0960 701G125M 267.000 M | 11.35000 3030.45| 11.32000 3022.44| 11.32000 3022.44 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0970 701G133M 267.000 M | 11.70000 3123.90| 11.68000 3118.56| 11.68000 3118.56 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0980 702A040M 2.000 KM | 1555.00000 3110.00| 1554.00000 3108.00| 1554.00000 3108.00 Broken White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 0990 702A041M 3.000 KM | 3110.00000 9330.00| 3107.00000 9321.00| 3107.00000 9321.00 Solid White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1000 702A043M 3.000 KM | 3110.00000 9330.00| 3107.00000 9321.00| 3107.00000 9321.00 Solid Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1010 702B011M 291.000 M | 6.60000 1920.60| 6.56000 1908.96| 6.56000 1908.96 Dotted Profiled Traffic Stripe (150 mm | | | Wide) | | | 1020 703A002M 306.000 M2 | 20.50000 6273.00| 20.45000 6257.70| 20.45000 6257.70 Traffic Control Markings, Class 2, Type | | | A | | | 1030 703B002M 32.000 M2 | 30.15000 964.80| 30.14000 964.48| 30.14000 964.48 Traffic Control Legends, Class 2, Type | | | 1040 703D001M 100.000 M2 | 14.00000 1400.00| 14.00000 1400.00| 14.00000 1400.00 Temporary Traffic Control Markings | | | 1050 705A030M 18.000 EACH| 5.25000 94.50| 5.25000 94.50| 5.25000 94.50 Pavement Markers, Class A-H, Type 2-C | | | 1060 705A031M 70.000 EACH| 5.00000 350.00| 5.00000 350.00| 5.00000 350.00 Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 13036 |( 3 ) 10016 |SCOTT BRIDGE COMPANY, INC. |THE MORRIS GROUP, INC. |JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 705A037M 36.000 EACH| 5.25000 189.00| 5.25000 189.00| 5.25000 189.00 Pavement Markers, Class A-H, Type 2-D | | | 1080 710A126M 31.000 SQ M| 150.00000 4650.00| 150.00000 4650.00| 175.00000 5425.00 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 1090 710B001M 180.000 M | 17.00000 3060.00| 17.00000 3060.00| 16.00000 2880.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1100 726A000M 170.000 M | 116.00000 19720.00| 75.00000 12750.00| 115.30000 19601.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1110 740B000M 110.000 M2 | 95.00000 10450.00| 90.00000 9900.00| 90.00000 9900.00 Construction Signs | | | 1120 740C000M 4.000 M2 | 116.00000 464.00| 110.00000 440.00| 110.00000 440.00 Special Construction Signs | | | 1130 740D000M 150.000 EACH| 58.00000 8700.00| 55.00000 8250.00| 55.00000 8250.00 Channelizing Drums | | | 1140 740E000M 20.000 EACH| 16.00000 320.00| 15.00000 300.00| 15.00000 300.00 Cones (900 mm High) | | | 1150 740F002M 24.000 EACH| 190.00000 4560.00| 180.00000 4320.00| 180.00000 4320.00 Barricades, Type III | | | 1160 740I005M 9.000 EACH| 475.00000 4275.00| 450.00000 4050.00| 450.00000 4050.00 Warning Lights, Type B (Detachable Head | | | 1170 740M001M 20.000 EACH| 9.00000 180.00| 8.00000 160.00| 8.00000 160.00 Ballast For Cone | | | 1180 741C010M 1.000 EACH| 3675.00000 3675.00| 3500.00000 3500.00| 3500.00000 3500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1190 999 000M 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,491,538.55| $ 6,567,578.97| $ 6,846,819.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,491,538.55| $ 6,567,578.97| $ 6,846,819.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 04008 |( 6 ) 19009 |ALABAMA BRIDGE BUILDERS, IN |R. R. DAWSON BRIDGE COMPANY |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 35000.00000 35000.00| 280000.00000 280000.00| 75000.00000 75000.00 Clearing & Grubbing (Approximately 14 | | | Hectares) | | | 0020 206A000M LUMP| 400000.00000 400000.00| 400000.00000 400000.00| 280000.00000 280000.00 Removal Of Old Bridge, Station 17+88.85 | | | U.S. 78 WB | | | 0030 206C002M 65.000 M2 | 5.00000 325.00| 6.60000 429.00| 12.00000 780.00 Removing Concrete Slope Paving | | | 0040 206C003M 165.000 M2 | 5.00000 825.00| 5.50000 907.50| 6.00000 990.00 Removing Concrete Flumes | | | 0050 206D000M 198.000 M | 20.00000 3960.00| 6.60000 1306.80| 16.50000 3267.00 Removing Pipe | | | 0060 206D001M 315.000 M | 8.00000 2520.00| 8.25000 2598.75| 9.00000 2835.00 Removing Guardrail | | | 0070 206E001M 2.000 EACH| 325.00000 650.00| 330.00000 660.00| 263.00000 526.00 Removing Inlets | | | 0080 206E008M 9.000 EACH| 117.00000 1053.00| 121.00000 1089.00| 110.00000 990.00 Removing Guardrail End Anchor (All Type | | | 0090 210A000M 13280.000 M3 | 4.52000 60025.60| 4.40000 58432.00| 3.25000 43160.00 Unclassified Excavation | | | 0100 210D000M 78933.000 M3 | 5.70000 449918.10| 6.33000 499645.89| 5.90000 465704.70 Borrow Excavation | | | 0110 214A000M 1097.000 M3 | 7.50000 8227.50| 6.60000 7240.20| 26.20000 28741.40 Structure Excavation | | | 0120 214B001M 132.000 M3 | 39.50000 5214.00| 17.62000 2325.84| 34.00000 4488.00 Foundation Backfill, Commercial | | | 0130 305B061M 250.000 MTON| 15.50000 3875.00| 20.90000 5225.00| 20.00000 5000.00 Coarse Aggregate, Section 801, For | | | Miscellaneous Use, (ALDOT # 810) | | | 0140 401B108M 5836.000 M2 | 2.29000 13364.44| 1.71000 9979.56| 1.55000 9045.80 Bituminous Treatment G (With Polymer | | | Additive) | | | 0150 405A000M 5117.000 L | 0.29000 1483.93| 0.66000 3377.22| 0.60000 3070.20 Tack Coat | | | 0160 424A280M 1159.000 MTON| 55.48000 64301.32| 53.35000 61832.65| 49.00000 56791.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 04008 |( 6 ) 19009 |ALABAMA BRIDGE BUILDERS, IN |R. R. DAWSON BRIDGE COMPANY |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B282M 2353.000 MTON| 46.11000 108496.83| 42.35000 99649.55| 39.00000 91767.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0180 424B286M 40.000 MTON| 168.12000 6724.80| 82.50000 3300.00| 75.00000 3000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424B289M 570.000 MTON| 40.91000 23318.70| 52.25000 29782.50| 48.00000 27360.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424C281M 8530.000 MTON| 38.52000 328575.60| 35.75000 304947.50| 32.50000 277225.00 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0210 430B026M 1000.000 MTON| 20.00000 20000.00| 17.60000 17600.00| 19.00000 19000.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0220 450B000M 96.000 M2 | 75.00000 7200.00| 120.00000 11520.00| 100.00000 9600.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0230 502A000M 139115.000 KG | 1.10000 153026.50| 1.05000 146070.75| 1.00000 139115.00 Steel Reinforcement | | | 0240 502B000M LUMP| 140000.00000 140000.00| 127200.00000 127200.00| 106000.00000 106000.00 Steel Reinforcement For Bridge | | | Superstructure, STA.17+63.5, APPROX. | | | 127200 KG | | | 0250 506A005M 81.000 M | 1065.00000 86265.00| 252.00000 20412.00| 1000.00000 81000.00 Drilled Shaft Excavation, 1070 mm | | | Diameter | | | 0260 506A006M 31.000 M | 1065.00000 33015.00| 329.00000 10199.00| 1000.00000 31000.00 Drilled Shaft Excavation, 1680 mm | | | Diameter | | | 0270 506A007M 10.000 M | 2130.00000 21300.00| 2042.00000 20420.00| 1800.00000 18000.00 Drilled Shaft Excavation, 2440 mm | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 04008 |( 6 ) 19009 |ALABAMA BRIDGE BUILDERS, IN |R. R. DAWSON BRIDGE COMPANY |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 506B002M 21.000 M | 3200.00000 67200.00| 2310.00000 48510.00| 3200.00000 67200.00 Special Drilled Shaft Excavation, 1070 | | | mm Diameter | | | 0290 506B006M 25.000 M | 4255.00000 106375.00| 5674.00000 141850.00| 4000.00000 100000.00 Special Drilled Shaft Excavation, 1680 | | | mm Diameter | | | 0300 506B011M 32.000 M | 5320.00000 170240.00| 12062.00000 385984.00| 5000.00000 160000.00 Special Drilled Shaft Excavation, 2440 | | | mm Diameter | | | 0310 506C041M 102.000 M | 105.00000 10710.00| 462.00000 47124.00| 110.00000 11220.00 Drilled Shaft Construction, 1070 mm | | | Diameter, Class DS1 Concrete | | | 0320 506C045M 54.000 M | 215.00000 11610.00| 1128.00000 60912.00| 200.00000 10800.00 Drilled Shaft Construction, 1680 mm | | | Diameter, Class DS1 Concrete | | | 0330 506C051M 50.000 M | 320.00000 16000.00| 1210.00000 60500.00| 300.00000 15000.00 Drilled Shaft Construction,2440 mm | | | Diameter,Class DS1 Concrete | | | 0340 506F005M 19.000 M | 1400.00000 26600.00| 1760.00000 33440.00| 2500.00000 47500.00 Permanent Drilled Shaft Casing, 2440 mm | | | Diameter | | | 0350 506G010M 4.000 EACH| 5350.00000 21400.00| 3300.00000 13200.00| 5000.00000 20000.00 Crosshole Sonic Logging 2440 mm Diamete | | | 0360 508A000M 2300.000 KG | 4.40000 10120.00| 6.50000 14950.00| 11.00000 25300.00 Structural Steel | | | 0370 508B000M 1.000 EACH| 2673000.00000 2673000.00| 2265000.00000 2265000.00| 2287000.00000 2287000.00 Structural Steel Superstructure, | | | 67-84-67 CONTINUOUS SPAN, APPROX | | | 0380 510A000M 651.000 M3 | 400.00000 260400.00| 550.00000 358050.00| 800.00000 520800.00 Bridge Substructure Concrete, Class A | | | 0390 510C051M LUMP| 500000.00000 500000.00| 550000.00000 550000.00| 1000000.00000 1000000.00 Bridge Concrete Superstructure, STA | | | 17+63.5, APPROX 812 M3 | | | 0400 510E000M 2878.000 M2 | 2.50000 7195.00| 3.00000 8634.00| 2.00000 5756.00 Grooving Concrete Bridge Decks | | | 0410 511A001M 24.000 EACH| 200.00000 4800.00| 150.00000 3600.00| 150.00000 3600.00 Elastomeric Bearings, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 04008 |( 6 ) 19009 |ALABAMA BRIDGE BUILDERS, IN |R. R. DAWSON BRIDGE COMPANY |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 511A004M 20.000 EACH| 1000.00000 20000.00| 1100.00000 22000.00| 800.00000 16000.00 Elastomeric Bearings, Type 4 | | | 0430 513B005M 288.000 M | 415.00000 119520.00| 165.00000 47520.00| 400.00000 115200.00 Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0435 519A000M LUMP| 62000.00000 62000.00| 75000.00000 75000.00| 40000.00000 40000.00 Navigation Lighting System | | | 0440 524B011M 35.000 M3 | 560.00000 19600.00| 616.00000 21560.00| 1000.00000 35000.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0450 530A002M 46.000 M | 96.00000 4416.00| 85.00000 3910.00| 115.00000 5290.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0460 530A005M 157.000 M | 180.00000 28260.00| 198.00000 31086.00| 180.00000 28260.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0470 530A101M 7.000 M | 89.00000 623.00| 62.00000 434.00| 180.00000 1260.00 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A102M 9.000 M | 116.00000 1044.00| 84.00000 756.00| 170.00000 1530.00 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0490 530A103M 8.000 M | 175.00000 1400.00| 138.00000 1104.00| 220.00000 1760.00 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 600A000M LUMP| 525500.00000 525500.00| 485000.00000 485000.00| 700000.00000 700000.00 Mobilization | | | 0510 602B000M 2.000 EACH| 300.00000 600.00| 220.00000 440.00| 510.00000 1020.00 Land Survey Markers | | | 0520 606A000M 1000.000 M | 20.00000 20000.00| 40.00000 40000.00| 30.00000 30000.00 150 mm Underdrain Pipe | | | 0530 610C001M 7194.000 MTON| 18.00000 129492.00| 20.00000 143880.00| 27.00000 194238.00 Loose Riprap, Class 2 | | | 0540 610D000M 5943.000 M2 | 2.40000 14263.20| 2.75000 16343.25| 2.80000 16640.40 Filter Blanket | | | 0550 614A000M 25.000 M3 | 295.00000 7375.00| 325.00000 8125.00| 530.00000 13250.00 Slope Paving | | | 0560 619A002M 1.000 EACH| 450.00000 450.00| 440.00000 440.00| 1000.00000 1000.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 04008 |( 6 ) 19009 |ALABAMA BRIDGE BUILDERS, IN |R. R. DAWSON BRIDGE COMPANY |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 619A003M 3.000 EACH| 475.00000 1425.00| 468.00000 1404.00| 1250.00000 3750.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0580 619A004M 2.000 EACH| 575.00000 1150.00| 633.00000 1266.00| 1500.00000 3000.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0590 619A006M 1.000 EACH| 1100.00000 1100.00| 1155.00000 1155.00| 2500.00000 2500.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0600 619A206M 2.000 EACH| 2750.00000 5500.00| 2750.00000 5500.00| 3000.00000 6000.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 (Double Line) | | | 0610 620A000M 1.000 M3 | 1400.00000 1400.00| 1540.00000 1540.00| 750.00000 750.00 Minor Structure Concrete | | | 0620 621A013M 1.000 EACH| 5000.00000 5000.00| 5500.00000 5500.00| 4500.00000 4500.00 Junction Boxes, Type Special | | | 0630 621B035M 1.000 EACH| 1000.00000 1000.00| 1100.00000 1100.00| 1000.00000 1000.00 Junction Box Units, Type Special | | | 0640 630A001M 280.000 M | 38.50000 10780.00| 39.60000 11088.00| 38.00000 10640.00 Steel Beam Guardrail, Class A, Type 2 | | | 0650 630C003M 2.000 EACH| 1010.00000 2020.00| 1045.00000 2090.00| 1100.00000 2200.00 Guardrail End Anchor, Type 13 | | | 0660 630C070M 2.000 EACH| 1170.00000 2340.00| 1210.00000 2420.00| 1350.00000 2700.00 Guardrail End Anchor, Type 10 Series | | | 0670 641A035M 253.000 M | 60.00000 15180.00| 94.00000 23782.00| 160.00000 40480.00 152.4 Millimeter D.I. Water Main Laid | | | 0680 641A049M 65.000 M | 40.00000 2600.00| 88.00000 5720.00| 100.00000 6500.00 152.4 Millimeter P.V.C. Water Main Laid | | | 0690 649A007M 40.000 M | 200.00000 8000.00| 440.00000 17600.00| 210.00000 8400.00 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 0700 650A000M 1500.000 M3 | 7.75000 11625.00| 5.50000 8250.00| 5.25000 7875.00 Topsoil | | | 0710 650B000M 5000.000 M3 | 6.50000 32500.00| 4.40000 22000.00| 2.65000 13250.00 Topsoil From Stockpiles | | | 0720 652A050M 6.000 HA | 1483.00000 8898.00| 1155.00000 6930.00| 1100.00000 6600.00 Seeding (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 04008 |( 6 ) 19009 |ALABAMA BRIDGE BUILDERS, IN |R. R. DAWSON BRIDGE COMPANY |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 652A053M 3.000 HA | 1483.00000 4449.00| 1155.00000 3465.00| 1100.00000 3300.00 Seeding (Mix 1E) | | | 0740 652B050M 4.000 HA | 1211.00000 4844.00| 660.00000 2640.00| 1000.00000 4000.00 Temporary Seeding (Mix 1AT) | | | 0750 652C000M 13.000 HA | 99.00000 1287.00| 165.00000 2145.00| 125.00000 1625.00 Mowing | | | 0760 652D050M 4.000 HA | 1483.00000 5932.00| 880.00000 3520.00| 1000.00000 4000.00 Seeding In Stubble (Mix 1A) | | | 0770 654A000M 52.000 M2 | 6.00000 312.00| 4.40000 228.80| 4.00000 208.00 Solid Sodding | | | 0780 656A000M 10.000 HA | 865.00000 8650.00| 1155.00000 11550.00| 1100.00000 11000.00 Mulching, Class A, Type 1 | | | 0790 656A001M 3.000 HA | 988.00000 2964.00| 1210.00000 3630.00| 1100.00000 3300.00 Mulching, Class A, Type 2 | | | 0800 659A000M 200.000 M2 | 2.40000 480.00| 3.03000 606.00| 2.25000 450.00 Erosion Control Netting, Class A | | | 0810 659A001M 500.000 M2 | 2.40000 1200.00| 3.03000 1515.00| 2.35000 1175.00 Erosion Control Netting, Class B | | | 0820 659A002M 1544.000 M2 | 6.60000 10190.40| 8.25000 12738.00| 6.30000 9727.20 Erosion Control Netting, Class C1 | | | 0830 665C000M 100.000 M | 61.00000 6100.00| 22.00000 2200.00| 120.00000 12000.00 375 mm Temporary Pipe | | | 0840 665F000M 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| 10.00000 2000.00 Hay Bales | | | 0850 665I000M 1312.000 MTON| 18.00000 23616.00| 35.00000 45920.00| 27.00000 35424.00 Temporary Riprap, Class 2 | | | 0860 665J000M 1986.000 M | 11.50000 22839.00| 9.90000 19661.40| 9.90000 19661.40 Silt Fence, Type A | | | 0870 665K000M 150.000 M3 | 15.00000 2250.00| 22.00000 3300.00| 20.00000 3000.00 Drainage Sump Excavation | | | 0880 665L000M 30.000 M | 65.00000 1950.00| 65.00000 1950.00| 30.00000 900.00 Floating Basin Boom | | | 0890 666A001M 13.000 HA | 74.00000 962.00| 27.50000 357.50| 160.00000 2080.00 Pest Control Treatment | | | 0900 680A000M LUMP| 35000.00000 35000.00| 100000.00000 100000.00| 200000.00000 200000.00 Engineering Controls | | | 0910 701C000M 2.000 KM | 311.00000 622.00| 342.00000 684.00| 310.00000 620.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 04008 |( 6 ) 19009 |ALABAMA BRIDGE BUILDERS, IN |R. R. DAWSON BRIDGE COMPANY |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 701C001M 4.000 KM | 311.00000 1244.00| 342.00000 1368.00| 310.00000 1240.00 Solid Temporary Traffic Stripe | | | 0930 701D007M 1.000 KM | 932.00000 932.00| 1025.00000 1025.00| 930.00000 930.00 Solid Traffic Stripe Removed (Paint) | | | 0940 701D014M 1.000 KM | 808.00000 808.00| 889.00000 889.00| 800.00000 800.00 Broken Traffic Stripe Removed (Paint) | | | 0950 701G121M 267.000 M | 5.63000 1503.21| 6.19000 1652.73| 5.65000 1508.55 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0960 701G125M 267.000 M | 11.32000 3022.44| 12.45000 3324.15| 11.30000 3017.10 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0970 701G133M 267.000 M | 11.68000 3118.56| 12.85000 3430.95| 11.70000 3123.90 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0980 702A040M 2.000 KM | 1554.00000 3108.00| 1709.00000 3418.00| 1550.00000 3100.00 Broken White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 0990 702A041M 3.000 KM | 3107.00000 9321.00| 3418.00000 10254.00| 3100.00000 9300.00 Solid White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1000 702A043M 3.000 KM | 3107.00000 9321.00| 3418.00000 10254.00| 3100.00000 9300.00 Solid Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1010 702B011M 291.000 M | 6.56000 1908.96| 7.22000 2101.02| 6.60000 1920.60 Dotted Profiled Traffic Stripe (150 mm | | | Wide) | | | 1020 703A002M 306.000 M2 | 20.45000 6257.70| 22.50000 6885.00| 20.50000 6273.00 Traffic Control Markings, Class 2, Type | | | A | | | 1030 703B002M 32.000 M2 | 30.14000 964.48| 33.15000 1060.80| 30.00000 960.00 Traffic Control Legends, Class 2, Type | | | 1040 703D001M 100.000 M2 | 14.00000 1400.00| 15.40000 1540.00| 14.00000 1400.00 Temporary Traffic Control Markings | | | 1050 705A030M 18.000 EACH| 5.25000 94.50| 5.78000 104.04| 5.25000 94.50 Pavement Markers, Class A-H, Type 2-C | | | 1060 705A031M 70.000 EACH| 5.00000 350.00| 5.50000 385.00| 5.00000 350.00 Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030117001 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 04008 |( 6 ) 19009 |ALABAMA BRIDGE BUILDERS, IN |R. R. DAWSON BRIDGE COMPANY |GILBERT SOUTHERN CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 705A037M 36.000 EACH| 5.25000 189.00| 5.78000 208.08| 5.25000 189.00 Pavement Markers, Class A-H, Type 2-D | | | 1080 710A126M 31.000 SQ M| 223.50000 6928.50| 231.00000 7161.00| 150.00000 4650.00 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 1090 710B001M 180.000 M | 30.00000 5400.00| 30.80000 5544.00| 18.00000 3240.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1100 726A000M 170.000 M | 80.00000 13600.00| 120.00000 20400.00| 78.00000 13260.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1110 740B000M 110.000 M2 | 110.00000 12100.00| 99.00000 10890.00| 80.00000 8800.00 Construction Signs | | | 1120 740C000M 4.000 M2 | 115.00000 460.00| 121.00000 484.00| 120.00000 480.00 Special Construction Signs | | | 1130 740D000M 150.000 EACH| 70.00000 10500.00| 60.50000 9075.00| 60.00000 9000.00 Channelizing Drums | | | 1140 740E000M 20.000 EACH| 15.00000 300.00| 16.50000 330.00| 15.00000 300.00 Cones (900 mm High) | | | 1150 740F002M 24.000 EACH| 275.00000 6600.00| 198.00000 4752.00| 200.00000 4800.00 Barricades, Type III | | | 1160 740I005M 9.000 EACH| 800.00000 7200.00| 495.00000 4455.00| 450.00000 4050.00 Warning Lights, Type B (Detachable Head | | | 1170 740M001M 20.000 EACH| 10.00000 200.00| 8.80000 176.00| 8.00000 160.00 Ballast For Cone | | | 1180 741C010M 1.000 EACH| 7500.00000 7500.00| 3850.00000 3850.00| 4000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1190 999 000M 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,181,955.27| $ 7,468,575.43| $ 7,792,542.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,181,955.27| $ 7,468,575.43| $ 7,792,542.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20030117003 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 10/01/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : BRF-0013(502) for contructing the Bridge Replacement and Approaches on S.R.#13 (U.S.#43) over the Norfolk Southern Railroad in Eutaw. Length - 0.236 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,700,128.30 100.0000% 2 18024 RACON, INC. $ 2,152,310.26 126.5969% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030117003 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 18024 |( ) |ALABAMA BRIDGE BUILDERS, IN |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 103000.00000 103000.00| 269000.00000 269000.00| Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 50000.00000 50000.00| 225000.00000 225000.00| Removal Of Old Bridge, Station 16+36.9 | | | 0030 206C000 408.000 SQYD| 3.00000 1224.00| 6.00000 2448.00| Removing Concrete Sidewalk | | | 0040 206D001 480.000 LF | 1.10000 528.00| 2.00000 960.00| Removing Guardrail | | | 0050 206D003 1498.000 LF | 1.00000 1498.00| 6.00000 8988.00| Removing Curb And Gutter | | | 0060 210A000 458.000 CUYD| 6.50000 2977.00| 20.00000 9160.00| Unclassified Excavation | | | 0070 210D013 5150.000 CUYD| 10.00000 51500.00| 0.50000 2575.00| Borrow Excavation (A-4(0) or Better) | | | 0080 230A000 7.000 RBST| 350.00000 2450.00| 1500.00000 10500.00| Roadbed Processing | | | 0090 305B060 200.000 TON | 25.00000 5000.00| 25.00000 5000.00| Crushed Aggregate, Section 825, CRUSHER | | | RUN STONE, 1" DOWN, | | | 0100 401A000 3519.000 SQYD| 1.00000 3519.00| 1.00000 3519.00| Bituminous Treatment A | | | 0110 405A000 3169.000 GAL | 2.00000 6338.00| 2.50000 7922.50| Tack Coat | | | 0120 408A051 27496.000 SQYD| 3.00000 82488.00| 4.00000 109984.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0130 424A360 1817.000 TON | 60.00000 109020.00| 70.00000 127190.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A361 2224.000 TON | 60.00000 133440.00| 70.00000 155680.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030117003 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 18024 |( ) |ALABAMA BRIDGE BUILDERS, IN |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A363 20.000 TON | 85.00000 1700.00| 85.00000 1700.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424A366 20.000 TON | 85.00000 1700.00| 75.00000 1500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B652 450.000 TON | 60.00000 27000.00| 70.00000 31500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0180 424B656 20.000 TON | 85.00000 1700.00| 85.00000 1700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B660 20.000 TON | 85.00000 1700.00| 85.00000 1700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424C361 850.000 TON | 60.00000 51000.00| 70.00000 59500.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 450B000 169.000 SQYD| 65.00000 10985.00| 90.00000 15210.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0220 502A000 12000.000 LB | 0.50000 6000.00| 0.50000 6000.00| Steel Reinforcement | | | 0230 502B000 LUMP| 20000.00000 20000.00| 30000.00000 30000.00| Steel Reinforcement For Bridge | | | Superstructure, STA 16+61.079, APPROX | | | 33700 POUNDS | | | 0240 505A002 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00| Steel Test Piles (HP 12x53) | | | 0250 505B057 1.000 EACH| 5000.00000 5000.00| 3000.00000 3000.00| Static Loading Tests (HP 12x53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030117003 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 18024 |( ) |ALABAMA BRIDGE BUILDERS, IN |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 505B087 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| Dynamic Loading Tests (HP 12x53) | | | 0270 505M002 1394.000 LF | 22.00000 30668.00| 29.00000 40426.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0280 508A000 5150.000 LB | 2.00000 10300.00| 4.25000 21887.50| Structural Steel | | | 0290 510A000 72.000 CUYD| 300.00000 21600.00| 600.00000 43200.00| Bridge Substructure Concrete, Class A | | | 0300 510C051 LUMP| 167000.00000 167000.00| 96000.00000 96000.00| Bridge Concrete Superstructure, STA | | | 16+61.079, APPROX 140 CU YDS | | | 0310 510E000 373.000 SQYD| 8.00000 2984.00| 12.50000 4662.50| Grooving Concrete Bridge Decks | | | 0320 511A001 16.000 EACH| 150.00000 2400.00| 200.00000 3200.00| Elastomeric Bearings, Type 2 | | | 0330 513B005 703.000 LF | 110.00000 77330.00| 150.00000 105450.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0340 529A001 9912.000 SQFT| 35.00000 346920.00| 18.43000 182678.16| Concrete Retaining Wall | | | 0350 600A000 LUMP| 168620.00000 168620.00| 246000.00000 246000.00| Mobilization | | | 0360 601A000 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0370 618A000 562.000 SQYD| 35.00000 19670.00| 35.00000 19670.00| Concrete Sidewalk, 4" Thick | | | 0380 623A000 64.000 LF | 20.00000 1280.00| 19.50000 1248.00| Concrete Gutter | | | 0390 623C000 1481.000 LF | 8.00000 11848.00| 7.50000 11107.50| Combination Curb & Gutter, Type C | | | 0400 630A001 525.000 LF | 10.50000 5512.50| 9.90000 5197.50| Steel Beam Guardrail, Class A, Type 2 | | | 0410 630C003 4.000 EACH| 1015.00000 4060.00| 950.00000 3800.00| Guardrail End Anchor, Type 13 | | | 0420 630C050 8.000 EACH| 1330.00000 10640.00| 1250.00000 10000.00| Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030117003 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 18024 |( ) |ALABAMA BRIDGE BUILDERS, IN |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 634A002 659.000 LF | 13.30000 8764.70| 15.00000 9885.00| Industrial Fence, 6 Feet High | | | 0440 634E003 180.000 LF | 45.25000 8145.00| 45.00000 8100.00| Industrial Fence, 7.33 Feet High, | | | Special Mounting | | | 0450 650A000 1500.000 CUYD| 13.00000 19500.00| 5.00000 7500.00| Topsoil | | | 0460 654A001 2122.000 SQYD| 4.00000 8488.00| 5.00000 10610.00| Solid Sodding (Bermuda) | | | 0470 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| Hay Bales | | | 0480 665G000 50.000 EACH| 3.25000 162.50| 2.00000 100.00| Sand Bags | | | 0490 665J000 1020.000 LF | 3.75000 3825.00| 2.88000 2937.60| Silt Fence, Type A | | | 0500 680A000 LUMP| 20000.00000 20000.00| 150000.00000 150000.00| Engineering Controls | | | 0510 701A006 3.000 MILE| 350.00000 1050.00| 350.00000 1050.00| Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0520 701A014 3.000 MILE| 350.00000 1050.00| 350.00000 1050.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0530 701C000 1.000 MILE| 340.00000 340.00| 340.00000 340.00| Broken Temporary Traffic Stripe | | | 0540 701C001 13.000 MILE| 380.00000 4940.00| 380.00000 4940.00| Solid Temporary Traffic Stripe | | | 0550 701G129 180.000 LF | 6.00000 1080.00| 6.00000 1080.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0560 701G133 180.000 LF | 6.50000 1170.00| 6.50000 1170.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0570 702A042 1.000 MILE| 3000.00000 3000.00| 3000.00000 3000.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0580 702A043 1.000 MILE| 5000.00000 5000.00| 5000.00000 5000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030117003 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 18024 |( ) |ALABAMA BRIDGE BUILDERS, IN |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 703A000 144.000 SQFT| 1.50000 216.00| 1.50000 216.00| Traffic Control Markings, Class 1, Type | | | A | | | 0600 703A002 242.000 SQFT| 5.00000 1210.00| 5.00000 1210.00| Traffic Control Markings, Class 2, Type | | | A | | | 0610 703B000 137.000 SQFT| 1.50000 205.50| 1.50000 205.50| Traffic Control Legends, Class 1, Type | | | 0620 703D001 254.000 SQFT| 1.50000 381.00| 1.50000 381.00| Temporary Traffic Control Markings | | | 0630 703E001 137.000 SQFT| 1.50000 205.50| 1.50000 205.50| Temporary Traffic Control Legends | | | 0640 705A023 254.000 EACH| 5.00000 1270.00| 5.00000 1270.00| Pavement Markers, Class C, Type 2-D | | | 0650 705A037 260.000 EACH| 6.00000 1560.00| 6.00000 1560.00| Pavement Markers, Class A-H, Type 2-D | | | 0660 710A115 24.000 SQFT| 19.15000 459.60| 16.00000 384.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0670 710B001 48.000 LF | 7.00000 336.00| 6.50000 312.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0680 713A000 25.000 LF | 112.00000 2800.00| 125.00000 3125.00| Permanent Barricades | | | 0690 740B000 727.000 SQFT| 10.00000 7270.00| 10.00000 7270.00| Construction Signs | | | 0700 740D000 200.000 EACH| 65.00000 13000.00| 75.00000 15000.00| Channelizing Drums | | | 0710 740E000 50.000 EACH| 15.00000 750.00| 1.00000 50.00| Cones (36 Inches High) | | | 0720 740F002 26.000 EACH| 275.00000 7150.00| 400.00000 10400.00| Barricades, Type III | | | 0730 740I005 13.000 EACH| 250.00000 3250.00| 250.00000 3250.00| Warning Lights, Type B (Detachable Head | | | 0740 740M001 50.000 EACH| 10.00000 500.00| 1.00000 50.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030117003 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 18024 |( ) |ALABAMA BRIDGE BUILDERS, IN |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 740O000 1.000 EACH| 3000.00000 3000.00| 4945.00000 4945.00| Pilot Car | | | 0760 740Q000 100.000 LF | 10.00000 1000.00| 5.00000 500.00| Construction Safety Fence | | | 0770 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,700,128.30| $ 2,152,310.26| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,700,128.30| $ 2,152,310.26| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 10/01/03 COMPLETION DATE CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : IM-NHF-I059(214) for constructing the Additional Lanes including Lighting and Traffic Counting Units on I-59/I-20 from the Tuscaloosa County line to I-459 near Flint Hill. Length 5.056 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 15,470,482.33 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 16,453,266.54 106.3526% 3 01018 APAC-ALABAMA, INC. $ 16,834,305.54 108.8156% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 400000.00000 400000.00| 328000.00000 328000.00| 331280.00000 331280.00 Clearing & Grubbing (Approximately 63 | | | Acres) | | | 0020 201C000 LUMP| 60000.00000 60000.00| 95000.00000 95000.00| 95950.00000 95950.00 Clearing | | | 0030 206C003 14935.000 SQYD| 3.00000 44805.00| 3.71000 55408.85| 4.04000 60337.40 Removing Concrete Flumes | | | 0040 206D000 1085.000 LF | 5.00000 5425.00| 5.93000 6434.05| 6.90000 7486.50 Removing Pipe | | | 0050 206D001 636.000 LF | 0.95000 604.20| 1.05000 667.80| 1.01000 642.36 Removing Guardrail | | | 0060 206D009 312.000 LF | 20.00000 6240.00| 34.18000 10664.16| 34.49000 10760.88 Removing New Jersey Barrier Rail | | | 0070 206D011 3432.000 LF | 4.00000 13728.00| 3.50000 12012.00| 4.02000 13796.64 Removing Fence | | | 0080 206E000 52.000 EACH| 500.00000 26000.00| 660.13000 34326.76| 757.50000 39390.00 Removing Headwalls | | | 0090 206E001 11.000 EACH| 500.00000 5500.00| 745.56000 8201.16| 757.50000 8332.50 Removing Inlets | | | 0100 206E008 16.000 EACH| 90.00000 1440.00| 99.14000 1586.24| 95.45000 1527.20 Removing Guardrail End Anchor (All Type | | | 0110 206E020 1.000 EACH| 3250.00000 3250.00| 3579.93000 3579.93| 21210.00000 21210.00 Removing Existing Overhead Sign | | | Structure | | | 0120 210A000 495487.000 CUYD| 4.50000 2229691.50| 4.90000 2427886.30| 4.95000 2452660.65 Unclassified Excavation | | | 0130 214A000 3027.000 CUYD| 6.50000 19675.50| 6.42000 19433.34| 6.91000 20916.57 Structure Excavation | | | 0140 214B001 1287.000 CUYD| 22.50000 28957.50| 25.61000 32960.07| 26.43000 34015.41 Foundation Backfill, Commercial | | | 0150 230A000 506.000 RBST| 265.00000 134090.00| 375.00000 189750.00| 381.44000 193008.64 Roadbed Processing | | | 0160 301A012 156554.000 SQYD| 4.91000 768680.14| 5.93000 928365.22| 5.92000 926799.68 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301E008 300.000 TON | 25.00000 7500.00| 26.00000 7800.00| 25.97000 7791.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0180 306E000 1.000 EACH| 8000.00000 8000.00| 7969.88000 7969.88| 7558.46000 7558.46 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0190 327E000 31253.000 TON | 28.73000 897898.69| 31.45000 982906.85| 31.77000 992907.81 Permeable Asphalt Treated Base | | | 0200 401A043 145321.000 SQYD| 0.90000 130788.90| 0.90000 130788.90| 0.98000 142414.58 Bituminous Treatment AE | | | 0210 405A000 25381.000 GAL | 1.20000 30457.20| 1.12000 28426.72| 1.10000 27919.10 Tack Coat | | | 0220 407A000 2750.000 GAL | 21.00000 57750.00| 15.20000 41800.00| 15.35000 42212.50 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0230 408A052 147300.000 SQYD| 1.25000 184125.00| 1.72000 253356.00| 1.70000 250410.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0240 410C000 1.000 EACH| 10000.00000 10000.00| 6000.00000 6000.00| 5237.71000 5237.71 Contractor Retained Profilograph | | | 0250 410H000 1.000 EACH| 120000.00000 120000.00| 172000.00000 172000.00| 117644.14000 117644.14 Material Remixing Device | | | 0260 420A011 11214.000 TON | 46.71000 523805.94| 58.00000 650412.00| 57.84000 648617.76 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0270 423A002 17901.000 TON | 46.89000 839377.89| 50.50000 904000.50| 50.41000 902389.41 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0280 423B000 13242.000 TON | 42.61000 564241.62| 48.50000 642237.00| 48.40000 640912.80 Stone Matrix Asphalt Binder Layer, 1 | | | 1/2" Maximum Aggregate Size | | | 0290 424A287 1200.000 TON | 43.00000 51600.00| 42.00000 50400.00| 45.61000 54732.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0300 424A361 5560.000 TON | 30.53000 169746.80| 37.06000 206053.60| 36.45000 202662.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424B286 500.000 TON | 80.00000 40000.00| 55.05000 27525.00| 87.17000 43585.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0320 424B289 2530.000 TON | 43.00000 108790.00| 40.00000 101200.00| 44.12000 111623.60 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0330 424B582 45825.000 TON | 27.87000 1277142.75| 32.98000 1511308.50| 32.62000 1494811.50 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0340 424B652 11792.000 TON | 28.36000 334421.12| 33.31000 392791.52| 32.57000 384065.44 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0350 424C281 43926.000 TON | 27.87000 1224217.62| 32.00000 1405632.00| 32.32000 1419688.32 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0360 428C000 112800.000 LF | 0.15000 16920.00| 0.10000 11280.00| 0.10000 11280.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 502A000 74759.000 LB | 0.50000 37379.50| 0.68000 50836.12| 0.50000 37379.50 Steel Reinforcement | | | 0380 524B011 438.000 CUYD| 500.00000 219000.00| 364.33000 159576.54| 580.75000 254368.50 Culvert Concrete Extension (Cast In | | | Place) | | | 0390 530A000 432.000 LF | 25.00000 10800.00| 19.97000 8627.04| 20.20000 8726.40 15" Roadway Pipe (Class 3 R.C.) | | | 0400 530A002 24.000 LF | 33.88000 813.12| 31.58000 757.92| 30.30000 727.20 24" Roadway Pipe (Class 3 R.C.) | | | 0410 530A003 319.000 LF | 40.50000 12919.50| 35.45000 11308.55| 36.36000 11598.84 30" Roadway Pipe (Class 3 R.C.) | | | 0420 530A004 175.000 LF | 48.05000 8408.75| 47.79000 8363.25| 50.50000 8837.50 36" Roadway Pipe (Class 3 R.C.) | | | 0430 530A005 73.000 LF | 60.26000 4398.98| 55.73000 4068.29| 57.07000 4166.11 42" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 530A006 156.000 LF | 71.84000 11207.04| 70.90000 11060.40| 72.72000 11344.32 48" Roadway Pipe (Class 3 R.C.) | | | 0450 530A100 426.000 LF | 25.00000 10650.00| 23.40000 9968.40| 24.24000 10326.24 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0460 530A102 79.000 LF | 33.88000 2676.52| 31.15000 2460.85| 34.59000 2732.61 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0470 530A103 161.000 LF | 40.50000 6520.50| 40.94000 6591.34| 42.20000 6794.20 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A104 144.000 LF | 48.05000 6919.20| 50.66000 7295.04| 51.76000 7453.44 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0490 530A106 137.000 LF | 71.84000 9842.08| 77.40000 10603.80| 80.80000 11069.60 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 600A000 LUMP| 1653394.40000 1653394.40| 903000.00000 903000.00| 1332629.00000 1332629.00 Mobilization | | | 0510 601A000 1.000 EACH| 15000.00000 15000.00| 11954.83000 11954.83| 11260.04000 11260.04 Furnishing Base, Soil And Structure | | | Laboratories | | | 0520 603A002 1.000 EACH| 25000.00000 25000.00| 21253.02000 21253.02| 38180.58000 38180.58 Furnishing Type 3 Field Office | | | 0530 605A002 54510.000 LF | 3.54000 192965.40| 3.54000 192965.40| 3.58000 195145.80 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0540 605B000 116.000 EACH| 305.00000 35380.00| 305.00000 35380.00| 308.05000 35733.80 Special Underdrain Outlet, Type A | | | 0550 605B001 4.000 EACH| 305.00000 1220.00| 305.00000 1220.00| 308.05000 1232.20 Special Underdrain Outlet, Type B | | | 0560 606A000 500.000 LF | 10.00000 5000.00| 8.00000 4000.00| 8.08000 4040.00 6" Underdrain Pipe | | | 0570 610C001 2171.000 TON | 25.00000 54275.00| 21.75000 47219.25| 22.22000 48239.62 Loose Riprap, Class 2 | | | 0580 610D003 1728.000 SQYD| 3.00000 5184.00| 2.53000 4371.84| 3.03000 5235.84 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 614A000 2137.000 CUYD| 220.00000 470140.00| 229.01000 489394.37| 196.95000 420882.15 Slope Paving | | | 0600 619A001 27.000 EACH| 560.00000 15120.00| 831.47000 22449.69| 580.75000 15680.25 15" Roadway Pipe End Treatment, Class 1 | | | 0610 619A003 3.000 EACH| 760.00000 2280.00| 993.55000 2980.65| 656.50000 1969.50 24" Roadway Pipe End Treatment, Class 1 | | | 0620 619A004 14.000 EACH| 1050.00000 14700.00| 1204.68000 16865.52| 757.50000 10605.00 30" Roadway Pipe End Treatment, Class 1 | | | 0630 619A006 1.000 EACH| 1500.00000 1500.00| 1698.73000 1698.73| 1111.00000 1111.00 42" Roadway Pipe End Treatment, Class 1 | | | 0640 619A007 4.000 EACH| 2500.00000 10000.00| 2090.21000 8360.84| 1262.50000 5050.00 48" Roadway Pipe End Treatment, Class 1 | | | 0650 619A055 5.000 EACH| 2400.00000 12000.00| 2430.24000 12151.20| 1010.00000 5050.00 36" Roadway Pipe End Treatment, Class 2 | | | 0660 619A056 2.000 EACH| 3000.00000 6000.00| 2908.29000 5816.58| 1515.00000 3030.00 42" Roadway Pipe End Treatment, Class 2 | | | 0670 619A204 2.000 EACH| 4000.00000 8000.00| 3222.54000 6445.08| 2020.00000 4040.00 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0680 619A207 2.000 EACH| 5000.00000 10000.00| 4296.64000 8593.28| 2525.00000 5050.00 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0690 620A000 12.000 CUYD| 750.00000 9000.00| 863.40000 10360.80| 606.00000 7272.00 Minor Structure Concrete | | | 0700 621A000 18.000 EACH| 2400.00000 43200.00| 2988.71000 53796.78| 1515.00000 27270.00 Junction Boxes, Type 1, 1P Or 5 | | | 0710 621A001 8.000 EACH| 2800.00000 22400.00| 3652.86000 29222.88| 2222.00000 17776.00 Junction Boxes, Type 1, 2P Or 5 | | | 0720 621C004 1.000 EACH| 3000.00000 3000.00| 4715.51000 4715.51| 3030.00000 3030.00 Inlets, Type GH | | | 0730 629A004 54.000 LF | 100.00000 5400.00| 78.08000 4216.32| 75.75000 4090.50 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0740 629A034 247.000 LF | 75.00000 18525.00| 78.08000 19285.76| 75.75000 18710.25 Concrete Median Or Safety Barrier, Type | | | 4A | | | 0750 629A072 35.000 LF | 200.00000 7000.00| 124.91000 4371.85| 121.20000 4242.00 Concrete Median or Safety Barrier, Type | | | GS-54-PP (Special) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 630A001 1560.000 LF | 9.90000 15444.00| 10.91000 17019.60| 10.50000 16380.00 Steel Beam Guardrail, Class A, Type 2 | | | 0770 630C001 14.000 EACH| 585.00000 8190.00| 644.39000 9021.46| 620.39000 8685.46 Guardrail End Anchor, Type 8 | | | 0780 630C003 5.000 EACH| 950.00000 4750.00| 1046.44000 5232.20| 1007.48000 5037.40 Guardrail End Anchor, Type 13 | | | 0790 630C070 18.000 EACH| 1100.00000 19800.00| 1211.67000 21810.06| 1166.55000 20997.90 Guardrail End Anchor, Type 10 Series | | | 0800 634A002 450.000 LF | 14.00000 6300.00| 15.42000 6939.00| 10.25000 4612.50 Industrial Fence, 6 Feet High | | | 0810 635A001 2982.000 LF | 6.50000 19383.00| 7.16000 21351.12| 4.93000 14701.26 Woven Wire Fence (Metal Post) | | | 0820 635B001 2.000 EACH| 400.00000 800.00| 440.61000 881.22| 657.51000 1315.02 Gate, 14 Feet Wide | | | 0830 650B000 35781.000 CUYD| 4.50000 161014.50| 4.00000 143124.00| 4.04000 144555.24 Topsoil From Stockpiles | | | 0840 652A050 40.000 ACRE| 575.00000 23000.00| 442.40000 17696.00| 429.25000 17170.00 Seeding (Mix 1A) | | | 0850 652B050 23.000 ACRE| 500.00000 11500.00| 312.28000 7182.44| 303.00000 6969.00 Temporary Seeding (Mix 1AT) | | | 0860 652C000 86.000 ACRE| 40.00000 3440.00| 52.05000 4476.30| 50.50000 4343.00 Mowing | | | 0870 652D050 23.000 ACRE| 600.00000 13800.00| 416.37000 9576.51| 404.00000 9292.00 Seeding In Stubble (Mix 1A) | | | 0880 654A001 2968.000 SQYD| 4.00000 11872.00| 4.16000 12346.88| 4.04000 11990.72 Solid Sodding (Bermuda) | | | 0890 656A000 63.000 ACRE| 425.00000 26775.00| 416.37000 26231.31| 404.00000 25452.00 Mulching, Class A, Type 1 | | | 0900 658A001 23.000 ACRE| 1000.00000 23000.00| 1301.17000 29926.91| 1262.50000 29037.50 Hydro-Seeding & Mulching (Mix 1E) | | | 0910 659A000 44393.000 SQYD| 1.65000 73248.45| 1.31000 58154.83| 1.26000 55935.18 Erosion Control Netting, Class A | | | 0920 659A001 31830.000 SQYD| 1.65000 52519.50| 1.31000 41697.30| 1.26000 40105.80 Erosion Control Netting, Class B | | | 0930 665A000 20.000 ACRE| 375.00000 7500.00| 286.26000 5725.20| 277.75000 5555.00 Temporary Seeding | | | 0940 665B000 20.000 ACRE| 375.00000 7500.00| 416.37000 8327.40| 404.00000 8080.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 665F000 748.000 EACH| 6.00000 4488.00| 5.66000 4233.68| 6.36000 4757.28 Hay Bales | | | 0960 665G000 500.000 EACH| 5.00000 2500.00| 4.16000 2080.00| 6.36000 3180.00 Sand Bags | | | 0970 665I000 3240.000 TON | 25.00000 81000.00| 23.97000 77662.80| 25.25000 81810.00 Temporary Riprap, Class 2 | | | 0980 665J000 49340.000 LF | 3.00000 148020.00| 2.66000 131244.40| 3.33000 164302.20 Silt Fence, Type A | | | 0990 665K000 1600.000 CUYD| 10.00000 16000.00| 4.66000 7456.00| 6.36000 10176.00 Drainage Sump Excavation | | | 1000 666A001 63.000 ACRE| 30.00000 1890.00| 1.10000 69.30| 30.30000 1908.90 Pest Control Treatment | | | 1010 680A000 LUMP| 175000.00000 175000.00| 375000.00000 375000.00| 378750.00000 378750.00 Engineering Controls | | | 1020 701C000 52.000 MILE| 340.00000 17680.00| 353.92000 18403.84| 343.40000 17856.80 Broken Temporary Traffic Stripe | | | 1030 701C001 47.000 MILE| 380.00000 17860.00| 395.56000 18591.32| 383.80000 18038.60 Solid Temporary Traffic Stripe | | | 1040 701C004 1.000 MILE| 3200.00000 3200.00| 3330.99000 3330.99| 3232.00000 3232.00 Broken Temporary Traffic Stripe (Tape) | | | 1050 701C006 6.000 MILE| 6800.00000 40800.00| 7078.36000 42470.16| 6868.00000 41208.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1060 701D007 11.000 MILE| 1500.00000 16500.00| 1561.40000 17175.40| 1515.00000 16665.00 Solid Traffic Stripe Removed (Paint) | | | 1070 701D009 6.000 MILE| 1500.00000 9000.00| 1561.40000 9368.40| 1515.00000 9090.00 Solid Traffic Stripe Removed (Tape) | | | 1080 701D014 11.000 MILE| 1300.00000 14300.00| 1353.22000 14885.42| 1313.00000 14443.00 Broken Traffic Stripe Removed (Paint) | | | 1090 701D016 1.000 MILE| 1500.00000 1500.00| 1561.40000 1561.40| 1515.00000 1515.00 Broken Traffic Stripe Removed (Tape) | | | 1100 702A040 21.000 MILE| 2250.00000 47250.00| 2342.10000 49184.10| 2272.50000 47722.50 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1110 702A041 12.000 MILE| 4600.00000 55200.00| 4788.30000 57459.60| 4646.00000 55752.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 702A043 12.000 MILE| 4600.00000 55200.00| 4788.30000 57459.60| 4646.00000 55752.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1130 702B011 4025.000 LF | 2.10000 8452.50| 2.18000 8774.50| 2.12000 8533.00 Dotted Profiled Traffic Stripe (6" Wide | | | 1140 703A002 4978.000 SQFT| 1.90000 9458.20| 1.98000 9856.44| 1.92000 9557.76 Traffic Control Markings, Class 2, Type | | | A | | | 1150 703B002 135.000 SQFT| 2.90000 391.50| 3.02000 407.70| 2.93000 395.55 Traffic Control Legends, Class 2, Type | | | 1160 703D001 180.000 SQFT| 1.30000 234.00| 1.35000 243.00| 1.31000 235.80 Temporary Traffic Control Markings | | | 1170 705A011 10300.000 EACH| 5.00000 51500.00| 5.21000 53663.00| 5.05000 52015.00 Pavement Markers, Class C, Type 1-A | | | 1180 705A012 1200.000 EACH| 5.00000 6000.00| 5.21000 6252.00| 5.05000 6060.00 Pavement Markers, Class C, Type 1-B | | | 1190 705A030 444.000 EACH| 5.25000 2331.00| 5.46000 2424.24| 5.30000 2353.20 Pavement Markers, Class A-H, Type 2-C | | | 1200 705A031 2593.000 EACH| 5.00000 12965.00| 5.21000 13509.53| 5.05000 13094.65 Pavement Markers, Class A-H, Type 1-A | | | 1210 705A032 189.000 EACH| 5.00000 945.00| 5.21000 984.69| 5.05000 954.45 Pavement Markers, Class A-H, Type 1-B | | | 1220 709A000 8.000 EACH| 225.00000 1800.00| 247.84000 1982.72| 126.25000 1010.00 Milepost, Type A | | | 1230 710A115 285.000 SQFT| 21.00000 5985.00| 23.13000 6592.05| 13.64000 3887.40 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1240 710A140 2896.000 SQFT| 32.50000 94120.00| 35.80000 103676.80| 18.18000 52649.28 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1250 710A141 241.000 SQFT| 32.50000 7832.50| 35.80000 8627.80| 18.18000 4381.38 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 710A142 153.000 SQFT| 30.00000 4590.00| 39.65000 6066.45| 18.18000 2781.54 Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | 1270 710B001 290.000 LF | 7.10000 2059.00| 7.82000 2267.80| 5.56000 1612.40 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1280 710B005 24.000 LF | 68.00000 1632.00| 63.89000 1533.36| 80.80000 1939.20 Roadway Sign Post (S3 x 5.7 Steel Beam) | | | 1290 710B006 127.000 LF | 58.00000 7366.00| 63.89000 8114.03| 80.80000 10261.60 Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 1300 710B007 135.000 LF | 55.00000 7425.00| 60.58000 8178.30| 80.80000 10908.00 Roadway Sign Post (W6 x 15 Steel Beam) | | | 1310 710B008 52.000 LF | 55.00000 2860.00| 60.58000 3150.16| 80.80000 4201.60 Roadway Sign Post (W8 x 18 Steel Beam) | | | 1320 710B011 99.000 LF | 58.00000 5742.00| 63.89000 6325.11| 80.80000 7999.20 Roadway Sign Post (W6 x 12 Steel Beam) | | | 1330 710C000 LUMP| 11000.00000 11000.00| 12116.70000 12116.70| 8080.00000 8080.00 Removal Of Existing Roadway Signs | | | 1340 710D000 28.000 LF | 24.00000 672.00| 26.44000 740.32| 30.30000 848.40 Vertical Sign Stiffeners | | | 1350 710E000 124.000 LF | 28.00000 3472.00| 30.84000 3824.16| 50.50000 6262.00 Overhead Roadway Sign Hangers, W6 X 9 | | | 1360 715A000 LUMP| 13500.00000 13500.00| 14870.49000 14870.49| 14140.00000 14140.00 Overhead Roadway Sign Structure NO. | | | OHC-1 | | | 1370 715A001 LUMP| 13100.00000 13100.00| 14429.89000 14429.89| 14140.00000 14140.00 Overhead Roadway Sign Structure NO. | | | OHC-2) | | | 1380 715A002 LUMP| 13100.00000 13100.00| 14429.89000 14429.89| 14140.00000 14140.00 Overhead Roadway Sign Structure NO. | | | OHC-3 | | | 1390 715A003 LUMP| 15200.00000 15200.00| 16743.08000 16743.08| 14140.00000 14140.00 Overhead Roadway Sign Structure NO. | | | OHC-4 | | | 1400 715A004 LUMP| 13100.00000 13100.00| 14429.89000 14429.89| 14140.00000 14140.00 Overhead Roadway Sign Structure NO. | | | OHC-5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 715A005 LUMP| 13100.00000 13100.00| 14429.88000 14429.88| 14140.00000 14140.00 Overhead Roadway Sign Structure NO. | | | OHC-6 | | | 1420 715A006 LUMP| 36250.00000 36250.00| 39930.03000 39930.03| 34340.00000 34340.00 Overhead Roadway Sign Structure NO. | | | OHSB-7 | | | 1430 715A007 LUMP| 13100.00000 13100.00| 14429.89000 14429.89| 14140.00000 14140.00 Overhead Roadway Sign Structure NO. | | | OHC-8 | | | 1440 715A009 LUMP| 13100.00000 13100.00| 14429.89000 14429.89| 14140.00000 14140.00 Overhead Roadway Sign Structure NO. | | | OHC-10 | | | 1450 726A000 200.000 LF | 35.00000 7000.00| 34.36000 6872.00| 33.33000 6666.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1460 726A001 20.000 LF | 40.00000 800.00| 78.08000 1561.60| 75.75000 1515.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1470 726D025 2.000 EACH| 12370.00000 24740.00| 11450.28000 22900.56| 11110.00000 22220.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1480 731A001 4.000 EACH| 6500.00000 26000.00| 7807.01000 31228.04| 7575.00000 30300.00 Traffic Counting Units, Type B | | | 1490 740B000 1734.000 SQFT| 8.48000 14704.32| 7.99000 13854.66| 7.76000 13455.84 Construction Signs | | | 1500 740C000 150.000 SQFT| 10.60000 1590.00| 9.91000 1486.50| 9.64000 1446.00 Special Construction Signs | | | 1510 740D000 275.000 EACH| 58.30000 16032.50| 66.09000 18174.75| 64.24000 17666.00 Channelizing Drums | | | 1520 740F002 2.000 EACH| 265.00000 530.00| 209.29000 418.58| 203.42000 406.84 Barricades, Type III | | | 1530 740I005 1.000 EACH| 689.00000 689.00| 297.41000 297.41| 289.06000 289.06 Warning Lights, Type B (Detachable Head | | | 1540 740L004 800.000 EACH| 79.50000 63600.00| 82.61000 66088.00| 80.29000 64232.00 Vertical Panel Type II, Single-Sided | | | 1550 741C010 2.000 EACH| 4500.00000 9000.00| 3469.78000 6939.56| 3372.39000 6744.78 Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030117004 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01018 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1560 742A001 2.000 EACH| 10000.00000 20000.00| 9913.67000 19827.34| 9635.40000 19270.80 Portable Changeable Message Sign, Type | | | 1570 750R000 LUMP| 360500.00000 360500.00| 596455.53000 596455.53| 603980.00000 603980.00 Area Lighting System | | | 1580 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 | $ 15,470,482.33| $ 16,453,266.54| $ 16,834,305.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,470,482.33| $ 16,453,266.54| $ 16,834,305.54 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 110 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : IM-I059(308) for constructing the Safety Improvements on I-59 from Hammondville at MP 231.508 to the Georgia state line at MP 241.179. Length - 9.671 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,654,291.06 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,700,700.10 102.8054% 3 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 1,772,327.88 107.1352% 4 03052 CASH CONSTRUCTION COMPANY $ 1,909,334.62 115.4171% 5 23070 WINSTON CONTRACTING, L.L.C. $ 2,120,734.83 128.1960% 6 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 2,166,515.13 130.9634% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 10011 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 59100.93000 59100.93| 48000.00000 48000.00| 23082.36000 23082.36 Clearing & Grubbing (Approximately 6 | | | Acres) | | | 0020 201C000 LUMP| 200035.63000 200035.63| 565000.00000 565000.00| 461900.00000 461900.00 Clearing | | | 0030 206C003 1835.000 SQYD| 3.07000 5633.45| 2.00000 3670.00| 2.04000 3743.40 Removing Concrete Flumes | | | 0040 206D000 30.000 LF | 11.42000 342.60| 6.00000 180.00| 24.46000 733.80 Removing Pipe | | | 0050 206D001 2664.000 LF | 1.01000 2690.64| 1.00000 2664.00| 0.90000 2397.60 Removing Guardrail | | | 0060 206E000 43.000 EACH| 61.67000 2651.81| 205.00000 8815.00| 340.96000 14661.28 Removing Headwalls | | | 0070 206E001 16.000 EACH| 201.89000 3230.24| 200.00000 3200.00| 287.31000 4596.96 Removing Inlets | | | 0080 206E002 1.000 EACH| 201.89000 201.89| 500.00000 500.00| 395.70000 395.70 Removing Junction Boxes | | | 0090 206E008 31.000 EACH| 89.37000 2770.47| 100.00000 3100.00| 80.00000 2480.00 Removing Guardrail End Anchor (All Type | | | 0100 206E042 15.000 EACH| 201.89000 3028.35| 200.00000 3000.00| 208.48000 3127.20 Removing Inlets (Partial) | | | 0110 210A000 10898.000 CUYD| 6.70000 73016.60| 3.50000 38143.00| 5.11000 55688.78 Unclassified Excavation | | | 0120 210D000 15892.000 CUYD| 7.07000 112356.44| 5.50000 87406.00| 6.42000 102026.64 Borrow Excavation | | | 0130 214A000 1264.000 CUYD| 4.44000 5612.16| 13.00000 16432.00| 9.75000 12324.00 Structure Excavation | | | 0140 214B001 346.000 CUYD| 10.21000 3532.66| 24.00000 8304.00| 40.47000 14002.62 Foundation Backfill, Commercial | | | 0150 502A000 38291.000 LB | 1.14000 43651.74| 0.60000 22974.60| 0.48000 18379.68 Steel Reinforcement | | | 0160 524B011 285.000 CUYD| 467.04000 133106.40| 425.00000 121125.00| 420.54000 119853.90 Culvert Concrete Extension (Cast In | | | Place) | | | 0170 530A001 100.000 LF | 25.38000 2538.00| 20.00000 2000.00| 28.24000 2824.00 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 10011 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 530A002 728.000 LF | 33.53000 24409.84| 24.00000 17472.00| 45.96000 33458.88 24" Roadway Pipe (Class 3 R.C.) | | | 0190 530A004 16.000 LF | 68.65000 1098.40| 58.00000 928.00| 65.27000 1044.32 36" Roadway Pipe (Class 3 R.C.) | | | 0200 530A100 4.000 LF | 37.99000 151.96| 44.00000 176.00| 79.49000 317.96 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 530A101 52.000 LF | 46.97000 2442.44| 22.00000 1144.00| 40.33000 2097.16 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 530A102 120.000 LF | 57.77000 6932.40| 31.00000 3720.00| 55.99000 6718.80 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 530A103 40.000 LF | 69.48000 2779.20| 45.00000 1800.00| 68.74000 2749.60 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 530A104 44.000 LF | 72.29000 3180.76| 56.00000 2464.00| 69.52000 3058.88 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530A105 92.000 LF | 78.90000 7258.80| 66.00000 6072.00| 89.25000 8211.00 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 530A106 36.000 LF | 82.00000 2952.00| 100.00000 3600.00| 105.83000 3809.88 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0270 530A252 12.000 LF | 66.43000 797.16| 28.00000 336.00| 46.30000 555.60 15" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | (Extension) | | | 0280 530A254 36.000 LF | 79.17000 2850.12| 51.00000 1836.00| 44.74000 1610.64 30" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | (Extension) | | | 0290 530A255 12.000 LF | 110.31000 1323.72| 56.00000 672.00| 80.85000 970.20 36" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | (Extension) | | | 0300 530A257 12.000 LF | 118.44000 1421.28| 59.00000 708.00| 90.10000 1081.20 42" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 10011 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 530A258 16.000 LF | 113.14000 1810.24| 63.00000 1008.00| 76.14000 1218.24 48" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | (Extension) | | | 0320 530B212 100.000 LF | 80.28000 8028.00| 22.00000 2200.00| 74.56000 7456.00 17" Span, 13" Rise Roadway Pipe (14 | | | Gauge C.C.M.P.I.) (Extension) | | | 0330 600A000 LUMP| 268440.73000 268440.73| 134000.00000 134000.00| 79736.81000 79736.81 Mobilization | | | 0340 601A000 1.000 EACH| 13232.21000 13232.21| 5000.00000 5000.00| 3787.32000 3787.32 Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 603A002 1.000 EACH| 18123.60000 18123.60| 9000.00000 9000.00| 15649.66000 15649.66 Furnishing Type 3 Field Office | | | 0360 606A000 250.000 LF | 17.52000 4380.00| 24.00000 6000.00| 31.31000 7827.50 6" Underdrain Pipe | | | 0370 610C001 550.000 TON | 29.15000 16032.50| 24.00000 13200.00| 31.97000 17583.50 Loose Riprap, Class 2 | | | 0380 610D003 477.000 SQYD| 4.00000 1908.00| 2.00000 954.00| 4.59000 2189.43 Filter Blanket, Geotextile | | | 0390 614A000 314.000 CUYD| 226.78000 71208.92| 245.00000 76930.00| 262.60000 82456.40 Slope Paving | | | 0400 619A001 2.000 EACH| 537.21000 1074.42| 349.00000 698.00| 510.05000 1020.10 15" Roadway Pipe End Treatment, Class 1 | | | 0410 619A002 3.000 EACH| 592.08000 1776.24| 370.00000 1110.00| 545.83000 1637.49 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 18.000 EACH| 668.22000 12027.96| 380.00000 6840.00| 563.72000 10146.96 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A004 3.000 EACH| 728.83000 2186.49| 650.00000 1950.00| 571.29000 1713.87 30" Roadway Pipe End Treatment, Class 1 | | | 0440 619A005 1.000 EACH| 1002.03000 1002.03| 720.00000 720.00| 662.83000 662.83 36" Roadway Pipe End Treatment, Class 1 | | | 0450 619A006 3.000 EACH| 1093.46000 3280.38| 750.00000 2250.00| 761.94000 2285.82 42" Roadway Pipe End Treatment, Class 1 | | | 0460 619A007 2.000 EACH| 1202.36000 2404.72| 750.00000 1500.00| 967.10000 1934.20 48" Roadway Pipe End Treatment, Class 1 | | | 0470 619A055 3.000 EACH| 1801.98000 5405.94| 1300.00000 3900.00| 1591.94000 4775.82 36" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 10011 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 619A056 4.000 EACH| 2022.77000 8091.08| 1310.00000 5240.00| 1712.11000 6848.44 42" Roadway Pipe End Treatment, Class 2 | | | 0490 619A057 1.000 EACH| 2216.32000 2216.32| 1450.00000 1450.00| 2045.66000 2045.66 48" Roadway Pipe End Treatment, Class 2 | | | 0500 619B000 14.000 EACH| 540.13000 7561.82| 485.00000 6790.00| 563.72000 7892.08 17" Span, 13" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0510 620A000 14.000 CUYD| 440.72000 6170.08| 275.00000 3850.00| 325.51000 4557.14 Minor Structure Concrete | | | 0520 621A005 7.000 EACH| 1692.34000 11846.38| 930.00000 6510.00| 1583.29000 11083.03 Junction Boxes, Type 1 | | | 0530 621A013 2.000 EACH| 919.53000 1839.06| 1090.00000 2180.00| 1562.00000 3124.00 Junction Boxes, Type Special | | | 0540 621A022 2.000 EACH| 1702.72000 3405.44| 1100.00000 2200.00| 1375.19000 2750.38 Junction Boxes, Type 1 (Modified) | | | 0550 621B034 2.000 EACH| 660.09000 1320.18| 650.00000 1300.00| 683.70000 1367.40 Junction Box Units, Type 1 (Modified) | | | 0560 621C004 1.000 EACH| 2470.51000 2470.51| 2650.00000 2650.00| 3845.77000 3845.77 Inlets, Type GH | | | 0570 621C020 13.000 EACH| 1710.33000 22234.29| 1300.00000 16900.00| 2407.06000 31291.78 Inlets, Type Y | | | 0580 621C027 1.000 EACH| 1929.34000 1929.34| 1650.00000 1650.00| 2316.24000 2316.24 Inlets, Type C | | | 0590 621C030 6.000 EACH| 2266.87000 13601.22| 990.00000 5940.00| 2877.15000 17262.90 Inlets, Type "Special" | | | 0600 621C032 3.000 EACH| 1887.14000 5661.42| 1700.00000 5100.00| 2316.24000 6948.72 Inlets, Type C (Modified) | | | 0610 621C053 4.000 EACH| 1509.44000 6037.76| 1490.00000 5960.00| 2444.75000 9779.00 Inlets, Type Special (Partial) | | | 0620 621C079 4.000 EACH| 1787.29000 7149.16| 1690.00000 6760.00| 4264.29000 17057.16 Inlets, Type Special-2 | | | 0630 621C101 1.000 EACH| 2470.51000 2470.51| 2600.00000 2600.00| 5169.48000 5169.48 Inlets, Type GH (Modified) | | | 0640 621C132 8.000 EACH| 1708.91000 13671.28| 1560.00000 12480.00| 2535.18000 20281.44 Inlets, Type Y (Modified) | | | 0650 621D002 4.000 EACH| 553.21000 2212.84| 300.00000 1200.00| 604.84000 2419.36 Inlet Units, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 10011 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 621D004 1.000 EACH| 615.02000 615.02| 570.00000 570.00| 1209.67000 1209.67 Inlet Units, Type GH | | | 0670 621D019 19.000 EACH| 598.29000 11367.51| 470.00000 8930.00| 604.84000 11491.96 Inlet Units, Type Y | | | 0680 630A001 1525.000 LF | 11.00000 16775.00| 11.50000 17537.50| 9.85000 15021.25 Steel Beam Guardrail, Class A, Type 2 | | | 0690 630C001 10.000 EACH| 653.46000 6534.60| 700.00000 7000.00| 585.00000 5850.00 Guardrail End Anchor, Type 8 | | | 0700 630C050 12.000 EACH| 1396.28000 16755.36| 1450.00000 17400.00| 1250.00000 15000.00 Guardrail End Anchor, Type 20 Series | | | 0710 630C070 8.000 EACH| 1172.87000 9382.96| 1250.00000 10000.00| 1050.00000 8400.00 Guardrail End Anchor, Type 10 Series | | | 0720 631C000 5525.000 LF | 6.81000 37625.25| 7.00000 38675.00| 6.10000 33702.50 Steel Beam Guardrail Class A, Type 1 | | | Reset | | | 0730 631E011 1.000 EACH| 882.45000 882.45| 900.00000 900.00| 790.00000 790.00 Guardrail End Anchor, Type 20 Series, | | | Reset | | | 0740 650A000 9670.000 CUYD| 9.95000 96216.50| 2.00000 19340.00| 10.86000 105016.20 Topsoil | | | 0750 652A050 10.000 ACRE| 472.50000 4725.00| 400.00000 4000.00| 550.00000 5500.00 Seeding (Mix 1A) | | | 0760 652B050 2.000 ACRE| 420.00000 840.00| 300.00000 600.00| 400.00000 800.00 Temporary Seeding (Mix 1AT) | | | 0770 652C000 12.000 ACRE| 52.50000 630.00| 75.00000 900.00| 45.00000 540.00 Mowing | | | 0780 652D050 2.000 ACRE| 472.50000 945.00| 350.00000 700.00| 600.00000 1200.00 Seeding In Stubble (Mix 1A) | | | 0790 654A001 2578.000 SQYD| 4.20000 10827.60| 4.00000 10312.00| 4.00000 10312.00 Solid Sodding (Bermuda) | | | 0800 656A000 12.000 ACRE| 472.50000 5670.00| 350.00000 4200.00| 425.00000 5100.00 Mulching, Class A, Type 1 | | | 0810 658A001 38.000 ACRE| 1155.00000 43890.00| 1250.00000 47500.00| 1000.00000 38000.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0820 659A010 1000.000 SQYD| 1.84000 1840.00| 1.00000 1000.00| 2.00000 2000.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 07003 |( 3 ) 10011 |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 665F000 1762.000 EACH| 6.87000 12104.94| 6.00000 10572.00| 10.89000 19188.18 Hay Bales | | | 0840 665I000 310.000 TON | 27.04000 8382.40| 25.00000 7750.00| 44.08000 13664.80 Temporary Riprap, Class 2 | | | 0850 665J000 18616.000 LF | 0.01000 186.16| 3.00000 55848.00| 2.82000 52497.12 Silt Fence, Type A | | | 0860 665K000 422.000 CUYD| 6.14000 2591.08| 6.00000 2532.00| 27.72000 11697.84 Drainage Sump Excavation | | | 0870 666A001 12.000 ACRE| 0.01000 0.12| 20.00000 240.00| 30.00000 360.00 Pest Control Treatment | | | 0880 680A000 LUMP| 8413.37000 8413.37| 20000.00000 20000.00| 22167.00000 22167.00 Engineering Controls | | | 0890 726A000 700.000 LF | 43.27000 30289.00| 32.00000 22400.00| 32.00000 22400.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0900 740B000 1915.000 SQFT| 8.84000 16928.60| 8.00000 15320.00| 8.00000 15320.00 Construction Signs | | | 0910 740C000 84.000 SQFT| 11.06000 929.04| 10.00000 840.00| 10.00000 840.00 Special Construction Signs | | | 0920 740D000 647.000 EACH| 57.48000 37189.56| 52.00000 33644.00| 52.00000 33644.00 Channelizing Drums | | | 0930 740E000 58.000 EACH| 0.01000 0.58| 10.00000 580.00| 10.47000 607.26 Cones (36 Inches High) | | | 0940 740I005 4.000 EACH| 287.37000 1149.48| 250.00000 1000.00| 260.00000 1040.00 Warning Lights, Type B (Detachable Head | | | 0950 740M001 58.000 EACH| 0.01000 0.58| 6.00000 348.00| 6.54000 379.32 Ballast For Cone | | | 0960 741C010 3.000 EACH| 2431.58000 7294.74| 2200.00000 6600.00| 4188.27000 12564.81 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,654,291.06| $ 1,700,700.10| $ 1,772,327.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,654,291.06| $ 1,700,700.10| $ 1,772,327.88 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03052 |( 5 ) 23070 |( 6 ) 20011 |CASH CONSTRUCTION COMPANY |WINSTON CONTRACTING, L.L.C. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 50000.00000 50000.00| 37500.00000 37500.00| 50000.00000 50000.00 Clearing & Grubbing (Approximately 6 | | | Acres) | | | 0020 201C000 LUMP| 500000.00000 500000.00| 660000.00000 660000.00| 400000.00000 400000.00 Clearing | | | 0030 206C003 1835.000 SQYD| 16.00000 29360.00| 3.00000 5505.00| 4.00000 7340.00 Removing Concrete Flumes | | | 0040 206D000 30.000 LF | 12.00000 360.00| 7.00000 210.00| 5.00000 150.00 Removing Pipe | | | 0050 206D001 2664.000 LF | 1.00000 2664.00| 1.00000 2664.00| 1.25000 3330.00 Removing Guardrail | | | 0060 206E000 43.000 EACH| 250.00000 10750.00| 300.00000 12900.00| 500.00000 21500.00 Removing Headwalls | | | 0070 206E001 16.000 EACH| 250.00000 4000.00| 300.00000 4800.00| 500.00000 8000.00 Removing Inlets | | | 0080 206E002 1.000 EACH| 600.00000 600.00| 350.00000 350.00| 500.00000 500.00 Removing Junction Boxes | | | 0090 206E008 31.000 EACH| 100.00000 3100.00| 90.00000 2790.00| 100.00000 3100.00 Removing Guardrail End Anchor (All Type | | | 0100 206E042 15.000 EACH| 250.00000 3750.00| 430.00000 6450.00| 500.00000 7500.00 Removing Inlets (Partial) | | | 0110 210A000 10898.000 CUYD| 10.61000 115627.78| 10.20000 111159.60| 15.00000 163470.00 Unclassified Excavation | | | 0120 210D000 15892.000 CUYD| 10.27000 163210.84| 12.00000 190704.00| 15.00000 238380.00 Borrow Excavation | | | 0130 214A000 1264.000 CUYD| 26.00000 32864.00| 10.00000 12640.00| 15.00000 18960.00 Structure Excavation | | | 0140 214B001 346.000 CUYD| 26.00000 8996.00| 23.50000 8131.00| 30.00000 10380.00 Foundation Backfill, Commercial | | | 0150 502A000 38291.000 LB | 0.50000 19145.50| 0.53000 20294.23| 1.50000 57436.50 Steel Reinforcement | | | 0160 524B011 285.000 CUYD| 575.00000 163875.00| 400.00000 114000.00| 750.00000 213750.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0170 530A001 100.000 LF | 26.00000 2600.00| 20.00000 2000.00| 35.10000 3510.00 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03052 |( 5 ) 23070 |( 6 ) 20011 |CASH CONSTRUCTION COMPANY |WINSTON CONTRACTING, L.L.C. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 530A002 728.000 LF | 31.00000 22568.00| 28.00000 20384.00| 30.25000 22022.00 24" Roadway Pipe (Class 3 R.C.) | | | 0190 530A004 16.000 LF | 60.00000 960.00| 54.00000 864.00| 62.50000 1000.00 36" Roadway Pipe (Class 3 R.C.) | | | 0200 530A100 4.000 LF | 60.00000 240.00| 20.00000 80.00| 60.00000 240.00 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 530A101 52.000 LF | 60.00000 3120.00| 28.00000 1456.00| 42.75000 2223.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 530A102 120.000 LF | 65.00000 7800.00| 39.00000 4680.00| 46.10000 5532.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 530A103 40.000 LF | 71.00000 2840.00| 56.00000 2240.00| 58.35000 2334.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 530A104 44.000 LF | 78.00000 3432.00| 71.00000 3124.00| 64.50000 2838.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530A105 92.000 LF | 87.00000 8004.00| 85.00000 7820.00| 77.25000 7107.00 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 530A106 36.000 LF | 97.00000 3492.00| 102.00000 3672.00| 88.75000 3195.00 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0270 530A252 12.000 LF | 68.00000 816.00| 22.00000 264.00| 48.75000 585.00 15" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | (Extension) | | | 0280 530A254 36.000 LF | 72.00000 2592.00| 56.00000 2016.00| 66.38000 2389.68 30" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | (Extension) | | | 0290 530A255 12.000 LF | 94.00000 1128.00| 66.00000 792.00| 72.25000 867.00 36" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | (Extension) | | | 0300 530A257 12.000 LF | 100.00000 1200.00| 76.00000 912.00| 80.10000 961.20 42" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03052 |( 5 ) 23070 |( 6 ) 20011 |CASH CONSTRUCTION COMPANY |WINSTON CONTRACTING, L.L.C. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 530A258 16.000 LF | 92.00000 1472.00| 85.00000 1360.00| 81.25000 1300.00 48" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | (Extension) | | | 0320 530B212 100.000 LF | 62.00000 6200.00| 23.00000 2300.00| 40.55000 4055.00 17" Span, 13" Rise Roadway Pipe (14 | | | Gauge C.C.M.P.I.) (Extension) | | | 0330 600A000 LUMP| 50000.00000 50000.00| 80000.00000 80000.00| 25000.00000 25000.00 Mobilization | | | 0340 601A000 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 6000.00000 6000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 603A002 1.000 EACH| 18290.00000 18290.00| 25000.00000 25000.00| 25000.00000 25000.00 Furnishing Type 3 Field Office | | | 0360 606A000 250.000 LF | 11.00000 2750.00| 5.00000 1250.00| 20.00000 5000.00 6" Underdrain Pipe | | | 0370 610C001 550.000 TON | 32.00000 17600.00| 38.00000 20900.00| 30.00000 16500.00 Loose Riprap, Class 2 | | | 0380 610D003 477.000 SQYD| 1.00000 477.00| 2.50000 1192.50| 5.00000 2385.00 Filter Blanket, Geotextile | | | 0390 614A000 314.000 CUYD| 200.00000 62800.00| 230.00000 72220.00| 350.00000 109900.00 Slope Paving | | | 0400 619A001 2.000 EACH| 580.00000 1160.00| 470.00000 940.00| 600.00000 1200.00 15" Roadway Pipe End Treatment, Class 1 | | | 0410 619A002 3.000 EACH| 580.00000 1740.00| 575.00000 1725.00| 650.00000 1950.00 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 18.000 EACH| 630.00000 11340.00| 680.00000 12240.00| 700.00000 12600.00 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A004 3.000 EACH| 630.00000 1890.00| 780.00000 2340.00| 750.00000 2250.00 30" Roadway Pipe End Treatment, Class 1 | | | 0440 619A005 1.000 EACH| 725.00000 725.00| 885.00000 885.00| 1000.00000 1000.00 36" Roadway Pipe End Treatment, Class 1 | | | 0450 619A006 3.000 EACH| 750.00000 2250.00| 1300.00000 3900.00| 1250.00000 3750.00 42" Roadway Pipe End Treatment, Class 1 | | | 0460 619A007 2.000 EACH| 850.00000 1700.00| 1720.00000 3440.00| 1400.00000 2800.00 48" Roadway Pipe End Treatment, Class 1 | | | 0470 619A055 3.000 EACH| 1500.00000 4500.00| 1175.00000 3525.00| 1500.00000 4500.00 36" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -11 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03052 |( 5 ) 23070 |( 6 ) 20011 |CASH CONSTRUCTION COMPANY |WINSTON CONTRACTING, L.L.C. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 619A056 4.000 EACH| 1600.00000 6400.00| 1510.00000 6040.00| 1750.00000 7000.00 42" Roadway Pipe End Treatment, Class 2 | | | 0490 619A057 1.000 EACH| 1800.00000 1800.00| 1670.00000 1670.00| 2000.00000 2000.00 48" Roadway Pipe End Treatment, Class 2 | | | 0500 619B000 14.000 EACH| 600.00000 8400.00| 680.00000 9520.00| 600.00000 8400.00 17" Span, 13" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0510 620A000 14.000 CUYD| 500.00000 7000.00| 780.00000 10920.00| 1250.00000 17500.00 Minor Structure Concrete | | | 0520 621A005 7.000 EACH| 900.00000 6300.00| 1775.00000 12425.00| 1750.00000 12250.00 Junction Boxes, Type 1 | | | 0530 621A013 2.000 EACH| 1300.00000 2600.00| 4000.00000 8000.00| 2000.00000 4000.00 Junction Boxes, Type Special | | | 0540 621A022 2.000 EACH| 1000.00000 2000.00| 3000.00000 6000.00| 2500.00000 5000.00 Junction Boxes, Type 1 (Modified) | | | 0550 621B034 2.000 EACH| 185.00000 370.00| 7825.00000 15650.00| 600.00000 1200.00 Junction Box Units, Type 1 (Modified) | | | 0560 621C004 1.000 EACH| 3500.00000 3500.00| 2975.00000 2975.00| 3000.00000 3000.00 Inlets, Type GH | | | 0570 621C020 13.000 EACH| 3000.00000 39000.00| 1565.00000 20345.00| 1800.00000 23400.00 Inlets, Type Y | | | 0580 621C027 1.000 EACH| 3000.00000 3000.00| 1615.00000 1615.00| 1800.00000 1800.00 Inlets, Type C | | | 0590 621C030 6.000 EACH| 3000.00000 18000.00| 1875.00000 11250.00| 1800.00000 10800.00 Inlets, Type "Special" | | | 0600 621C032 3.000 EACH| 3000.00000 9000.00| 1800.00000 5400.00| 3000.00000 9000.00 Inlets, Type C (Modified) | | | 0610 621C053 4.000 EACH| 3000.00000 12000.00| 1485.00000 5940.00| 1800.00000 7200.00 Inlets, Type Special (Partial) | | | 0620 621C079 4.000 EACH| 3000.00000 12000.00| 5735.00000 22940.00| 1800.00000 7200.00 Inlets, Type Special-2 | | | 0630 621C101 1.000 EACH| 3000.00000 3000.00| 3200.00000 3200.00| 3000.00000 3000.00 Inlets, Type GH (Modified) | | | 0640 621C132 8.000 EACH| 3000.00000 24000.00| 1775.00000 14200.00| 1800.00000 14400.00 Inlets, Type Y (Modified) | | | 0650 621D002 4.000 EACH| 150.00000 600.00| 525.00000 2100.00| 400.00000 1600.00 Inlet Units, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -12 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03052 |( 5 ) 23070 |( 6 ) 20011 |CASH CONSTRUCTION COMPANY |WINSTON CONTRACTING, L.L.C. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 621D004 1.000 EACH| 150.00000 150.00| 625.00000 625.00| 600.00000 600.00 Inlet Units, Type GH | | | 0670 621D019 19.000 EACH| 150.00000 2850.00| 420.00000 7980.00| 400.00000 7600.00 Inlet Units, Type Y | | | 0680 630A001 1525.000 LF | 10.00000 15250.00| 11.00000 16775.00| 9.85000 15021.25 Steel Beam Guardrail, Class A, Type 2 | | | 0690 630C001 10.000 EACH| 585.00000 5850.00| 654.00000 6540.00| 585.00000 5850.00 Guardrail End Anchor, Type 8 | | | 0700 630C050 12.000 EACH| 1250.00000 15000.00| 1400.00000 16800.00| 1250.00000 15000.00 Guardrail End Anchor, Type 20 Series | | | 0710 630C070 8.000 EACH| 1050.00000 8400.00| 1175.00000 9400.00| 1050.00000 8400.00 Guardrail End Anchor, Type 10 Series | | | 0720 631C000 5525.000 LF | 6.10000 33702.50| 6.82000 37680.50| 6.10000 33702.50 Steel Beam Guardrail Class A, Type 1 | | | Reset | | | 0730 631E011 1.000 EACH| 790.00000 790.00| 885.00000 885.00| 790.00000 790.00 Guardrail End Anchor, Type 20 Series, | | | Reset | | | 0740 650A000 9670.000 CUYD| 8.00000 77360.00| 10.50000 101535.00| 12.50000 120875.00 Topsoil | | | 0750 652A050 10.000 ACRE| 550.00000 5500.00| 575.00000 5750.00| 550.00000 5500.00 Seeding (Mix 1A) | | | 0760 652B050 2.000 ACRE| 400.00000 800.00| 420.00000 840.00| 400.00000 800.00 Temporary Seeding (Mix 1AT) | | | 0770 652C000 12.000 ACRE| 45.00000 540.00| 47.00000 564.00| 45.00000 540.00 Mowing | | | 0780 652D050 2.000 ACRE| 600.00000 1200.00| 625.00000 1250.00| 600.00000 1200.00 Seeding In Stubble (Mix 1A) | | | 0790 654A001 2578.000 SQYD| 5.00000 12890.00| 4.00000 10312.00| 4.00000 10312.00 Solid Sodding (Bermuda) | | | 0800 656A000 12.000 ACRE| 425.00000 5100.00| 445.00000 5340.00| 425.00000 5100.00 Mulching, Class A, Type 1 | | | 0810 658A001 38.000 ACRE| 1275.00000 48450.00| 1045.00000 39710.00| 1000.00000 38000.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0820 659A010 1000.000 SQYD| 2.50000 2500.00| 2.10000 2100.00| 2.00000 2000.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 005 -13 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20030117005 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 03052 |( 5 ) 23070 |( 6 ) 20011 |CASH CONSTRUCTION COMPANY |WINSTON CONTRACTING, L.L.C. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 665F000 1762.000 EACH| 6.00000 10572.00| 5.00000 8810.00| 5.00000 8810.00 Hay Bales | | | 0840 665I000 310.000 TON | 30.00000 9300.00| 20.00000 6200.00| 30.00000 9300.00 Temporary Riprap, Class 2 | | | 0850 665J000 18616.000 LF | 1.25000 23270.00| 3.50000 65156.00| 5.00000 93080.00 Silt Fence, Type A | | | 0860 665K000 422.000 CUYD| 5.00000 2110.00| 10.00000 4220.00| 12.00000 5064.00 Drainage Sump Excavation | | | 0870 666A001 12.000 ACRE| 30.00000 360.00| 30.00000 360.00| 30.00000 360.00 Pest Control Treatment | | | 0880 680A000 LUMP| 25000.00000 25000.00| 19000.00000 19000.00| 25000.00000 25000.00 Engineering Controls | | | 0890 726A000 700.000 LF | 10.00000 7000.00| 35.00000 24500.00| 50.00000 35000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0900 740B000 1915.000 SQFT| 10.00000 19150.00| 14.00000 26810.00| 15.00000 28725.00 Construction Signs | | | 0910 740C000 84.000 SQFT| 12.00000 1008.00| 11.00000 924.00| 15.00000 1260.00 Special Construction Signs | | | 0920 740D000 647.000 EACH| 75.00000 48525.00| 75.00000 48525.00| 65.00000 42055.00 Channelizing Drums | | | 0930 740E000 58.000 EACH| 10.00000 580.00| 16.00000 928.00| 25.00000 1450.00 Cones (36 Inches High) | | | 0940 740I005 4.000 EACH| 80.00000 320.00| 300.00000 1200.00| 1000.00000 4000.00 Warning Lights, Type B (Detachable Head | | | 0950 740M001 58.000 EACH| 6.00000 348.00| 7.00000 406.00| 10.00000 580.00 Ballast For Cone | | | 0960 741C010 3.000 EACH| 2500.00000 7500.00| 3600.00000 10800.00| 6000.00000 18000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,909,334.62| $ 2,120,734.83| $ 2,166,515.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,909,334.62| $ 2,120,734.83| $ 2,166,515.13 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20030117006 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 245 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-I059(316) for constructing the Planing, Resurfacing and Traffic Stripe on I-59/I-20 from MP 42.32 to MP 52.50 near Knoxville. Length 10.180 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 7,506,951.03 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030117006 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201C000 LUMP| 600000.00000 600000.00| | Clearing | | | 0020 206D001 7738.000 LF | 1.10000 8511.80| | Removing Guardrail | | | 0030 210D021 13644.000 CUYD| 11.95000 163045.80| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 305B060 640.000 TON | 26.00000 16640.00| | Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0050 405A000 55506.000 GAL | 1.30000 72157.80| | Tack Coat | | | 0060 408A051 18644.000 SQYD| 0.90000 16779.60| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 408A052 143335.000 SQYD| 0.80000 114668.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 408A053 149963.000 SQYD| 1.38000 206948.94| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0090 410C000 1.000 EACH| 12000.00000 12000.00| | Contractor Retained Profilograph | | | 0100 410H000 1.000 EACH| 110000.00000 110000.00| | Material Remixing Device | | | 0110 420A011 15054.000 TON | 57.06000 858981.24| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0120 423A002 11826.000 TON | 47.27000 559015.02| | Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0130 423A003 20120.000 TON | 47.93000 964351.60| | Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0140 423B000 24745.000 TON | 45.75000 1132083.75| | Stone Matrix Asphalt Binder Layer, 1 | | | 1/2" Maximum Aggregate Size | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030117006 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A283 500.000 TON | 60.00000 30000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0160 424A286 500.000 TON | 41.00000 20500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0170 424A289 500.000 TON | 41.56000 20780.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0180 424A360 6767.000 TON | 41.56000 281236.52| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424A361 314.000 TON | 47.27000 14842.78| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424A363 500.000 TON | 60.00000 30000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424A366 500.000 TON | 50.50000 25250.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B293 500.000 TON | 41.00000 20500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424B585 500.000 TON | 60.00000 30000.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B588 2369.000 TON | 50.50000 119634.50| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 3/4" Maximum | | | Size Mix, Esal E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030117006 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 424B589 500.000 TON | 50.50000 25250.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 424B592 500.000 TON | 50.50000 25250.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL E | | | 0270 424B656 500.000 TON | 62.00000 31000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B688 2244.000 TON | 50.50000 113322.00| | Superpave Bituminous Concrete Low | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 428C000 210227.000 LF | 0.18000 37840.86| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0300 600A000 LUMP| 518700.00000 518700.00| | Mobilization | | | 0310 601A000 1.000 EACH| 3000.00000 3000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0320 629A034 125.000 LF | 185.00000 23125.00| | Concrete Median Or Safety Barrier, Type | | | 4A | | | 0330 630A001 5888.000 LF | 12.85000 75660.80| | Steel Beam Guardrail, Class A, Type 2 | | | 0340 630C001 15.000 EACH| 520.00000 7800.00| | Guardrail End Anchor, Type 8 | | | 0350 630C003 5.000 EACH| 950.00000 4750.00| | Guardrail End Anchor, Type 13 | | | 0360 630C050 11.000 EACH| 1310.00000 14410.00| | Guardrail End Anchor, Type 20 Series | | | 0370 630C055 8.000 EACH| 410.00000 3280.00| | Guardrail End Anchor, Type 2A (Retrofit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030117006 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 630C070 51.000 EACH| 1100.00000 56100.00| | Guardrail End Anchor, Type 10 Series | | | 0390 631C000 2150.000 LF | 6.50000 13975.00| | Steel Beam Guardrail Class A, Type 1 | | | Reset | | | 0400 650A000 1275.000 CUYD| 14.00000 17850.00| | Topsoil | | | 0410 651B000 296.000 TON | 75.00000 22200.00| | Agricultural Limestone | | | 0420 654A001 3589.000 SQYD| 3.00000 10767.00| | Solid Sodding (Bermuda) | | | 0430 658A002 148.000 ACRE| 1350.00000 199800.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 0440 659A010 1000.000 SQYD| 3.00000 3000.00| | Erosion Control Netting, Class A (Jute | | | Netting) | | | 0450 665F000 250.000 EACH| 6.00000 1500.00| | Hay Bales | | | 0460 665I000 1333.000 TON | 46.00000 61318.00| | Temporary Riprap, Class 2 | | | 0470 665J000 30277.000 LF | 4.00000 121108.00| | Silt Fence, Type A | | | 0480 665K000 3360.000 CUYD| 9.00000 30240.00| | Drainage Sump Excavation | | | 0490 680A000 LUMP| 110000.00000 110000.00| | Engineering Controls | | | 0500 701A028 1.000 MILE| 2500.00000 2500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0510 701A035 1.000 MILE| 2500.00000 2500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0520 701C000 62.000 MILE| 340.00000 21080.00| | Broken Temporary Traffic Stripe | | | 0530 701C001 128.000 MILE| 380.00000 48640.00| | Solid Temporary Traffic Stripe | | | 0540 701G125 1077.000 LF | 3.70000 3984.90| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030117006 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 701G133 1077.000 LF | 3.81000 4103.37| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0560 702A040 21.000 MILE| 2300.00000 48300.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0570 702A041 22.000 MILE| 5000.00000 110000.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0580 702A043 22.000 MILE| 5000.00000 110000.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0590 702B011 3494.000 LF | 2.10000 7337.40| | Dotted Profiled Traffic Stripe (6" Wide | | | 0600 703A002 1819.000 SQFT| 1.90000 3456.10| | Traffic Control Markings, Class 2, Type | | | A | | | 0610 703D001 240.000 SQFT| 1.30000 312.00| | Temporary Traffic Control Markings | | | 0620 705A011 1197.000 EACH| 5.00000 5985.00| | Pavement Markers, Class C, Type 1-A | | | 0630 705A030 434.000 EACH| 5.25000 2278.50| | Pavement Markers, Class A-H, Type 2-C | | | 0640 705A031 1550.000 EACH| 5.00000 7750.00| | Pavement Markers, Class A-H, Type 1-A | | | 0650 705A032 168.000 EACH| 5.00000 840.00| | Pavement Markers, Class A-H, Type 1-B | | | 0660 705A037 55.000 EACH| 5.25000 288.75| | Pavement Markers, Class A-H, Type 2-D | | | 0670 731A010 2.000 EACH| 10000.00000 20000.00| | Traffic Counting Units, Type K | | | 0680 740B000 3903.000 SQFT| 14.00000 54642.00| | Construction Signs | | | 0690 740C000 111.000 SQFT| 14.00000 1554.00| | Special Construction Signs | | | 0700 740D000 500.000 EACH| 30.00000 15000.00| | Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030117006 COUNTIES : GREENE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 740E000 25.000 EACH| 0.50000 12.50| | Cones (36 Inches High) | | | 0720 740I005 4.000 EACH| 250.00000 1000.00| | Warning Lights, Type B (Detachable Head | | | 0730 740M001 25.000 EACH| 0.50000 12.50| | Ballast For Cone | | | 0740 741C010 2.000 EACH| 12500.00000 25000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0750 742A001 2.000 EACH| 25000.00000 50000.00| | Portable Changeable Message Sign, Type | | | 0760 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,506,951.03| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,506,951.03| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 110 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-101(546) for constructing the Slide Remediation on S.R.#35 northwest of Fort Payne. Length 0.099 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 1,952,120.31 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 2,146,838.93 109.9747% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 2,155,555.75 110.4213% 4 23070 WINSTON CONTRACTING, L.L.C. $ 2,200,563.41 112.7268% 5 08077 HASTINGS GENERAL CONTRACTING, INC. $ 2,380,222.95 121.9301% 6 20050 TOMLIN CONSTRUCTION, LLC $ 2,391,770.17 122.5217% 7 01018 APAC-ALABAMA, INC. $ 2,588,058.28 132.5768% 8 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 2,748,955.84 140.8190% 9 03052 CASH CONSTRUCTION COMPANY $ 2,883,576.45 147.7151% 10 16023 PHILLIPS & JORDAN, INCORPORATED $ 3,370,280.35 172.6472% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 07002 |( 3 ) 07003 |WRIGHT BROTHERS CONSTRUCTIO |GOOD HOPE CONTRACTING CO., |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| 20000.00000 20000.00| 20000.00000 20000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206D001 525.000 LF | 2.00000 1050.00| 2.00000 1050.00| 2.20000 1155.00 Removing Guardrail | | | 0030 210A000 102799.000 CUYD| 3.22000 331012.78| 4.25000 436895.75| 3.45000 354656.55 Unclassified Excavation | | | 0040 219A000 134526.000 TON | 8.90000 1197281.40| 8.00000 1076208.00| 9.70000 1304902.20 Rock Buttress For Landslide Correction | | | 0050 219B003 431.000 LF | 20.00000 8620.00| 33.31000 14356.61| 18.00000 7758.00 Special Underdrain 12 Inch Diameter | | | 0060 219B008 241.000 LF | 15.00000 3615.00| 27.69000 6673.29| 18.00000 4338.00 Special Underdrain 12 Inch Diameter | | | (Outfall) | | | 0070 301A008 2165.000 SQYD| 3.75000 8118.75| 6.00000 12990.00| 5.00000 10825.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0080 305B061 2650.000 TON | 11.05000 29282.50| 12.00000 31800.00| 11.00000 29150.00 Coarse Aggregate, Section 801, ALDOT | | | #410 Modified for Misc. Use | | | 0090 401B108 698.000 SQYD| 12.58000 8780.84| 20.00000 13960.00| 12.00000 8376.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0100 405A000 102.000 GAL | 1.00000 102.00| 3.00000 306.00| 1.25000 127.50 Tack Coat | | | 0110 408A051 45357.000 SQYD| 0.42000 19049.94| 0.70000 31749.90| 0.45000 20410.65 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0120 424A360 77.000 TON | 47.00000 3619.00| 110.00000 8470.00| 47.00000 3619.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A361 3932.000 TON | 34.15000 134277.80| 32.00000 125824.00| 35.50000 139586.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 07002 |( 3 ) 07003 |WRIGHT BROTHERS CONSTRUCTIO |GOOD HOPE CONTRACTING CO., |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424A367 120.000 TON | 42.00000 5040.00| 40.00000 4800.00| 50.00000 6000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B652 368.000 TON | 31.75000 11684.00| 40.00000 14720.00| 39.00000 14352.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0160 424B655 120.000 TON | 45.00000 5400.00| 40.00000 4800.00| 50.00000 6000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B682 374.000 TON | 39.75000 14866.50| 40.00000 14960.00| 48.00000 17952.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 600A000 LUMP| 35000.00000 35000.00| 130958.00000 130958.00| 75000.00000 75000.00 Mobilization | | | 0190 603A002 1.000 EACH| 3000.00000 3000.00| 15000.00000 15000.00| 8000.00000 8000.00 Furnishing Type 3 Field Office | | | 0200 605B000 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 120.00000 120.00 Special Underdrain Outlet, Type A | | | 0210 605B002 1.000 EACH| 350.00000 350.00| 300.00000 300.00| 120.00000 120.00 Special Underdrain Outlet, Type C | | | 0220 608A000 16506.000 SQYD| 1.15000 18981.90| 2.00000 33012.00| 1.25000 20632.50 Separation Geotextile | | | 0230 614A000 62.000 CUYD| 220.00000 13640.00| 300.00000 18600.00| 240.00000 14880.00 Slope Paving | | | 0240 630A001 525.000 LF | 9.10000 4777.50| 12.50000 6562.50| 11.00000 5775.00 Steel Beam Guardrail, Class A, Type 2 | | | 0250 650A000 50.000 CUYD| 10.00000 500.00| 50.00000 2500.00| 35.00000 1750.00 Topsoil | | | 0260 652A054 1.000 ACRE| 600.00000 600.00| 630.00000 630.00| 450.00000 450.00 Seeding (Mix 2A) | | | 0270 652A056 1.000 ACRE| 650.00000 650.00| 630.00000 630.00| 450.00000 450.00 Seeding (Mix 2E) | | | 0280 652B053 1.000 ACRE| 500.00000 500.00| 525.00000 525.00| 375.00000 375.00 Temporary Seeding (Mix 2AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 07002 |( 3 ) 07003 |WRIGHT BROTHERS CONSTRUCTIO |GOOD HOPE CONTRACTING CO., |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 652D054 1.000 ACRE| 650.00000 650.00| 700.00000 700.00| 450.00000 450.00 Seeding In Stubble (Mix 2A) | | | 0300 654A000 114.000 SQYD| 5.00000 570.00| 5.00000 570.00| 4.00000 456.00 Solid Sodding | | | 0310 656A000 3.000 ACRE| 400.00000 1200.00| 630.00000 1890.00| 400.00000 1200.00 Mulching, Class A, Type 1 | | | 0320 665F000 30.000 EACH| 6.00000 180.00| 6.00000 180.00| 7.00000 210.00 Hay Bales | | | 0330 665I000 942.000 TON | 16.00000 15072.00| 18.00000 16956.00| 15.00000 14130.00 Temporary Riprap, Class 2 | | | 0340 665J000 1392.000 LF | 3.00000 4176.00| 4.00000 5568.00| 3.10000 4315.20 Silt Fence, Type A | | | 0350 665K000 160.000 CUYD| 10.00000 1600.00| 20.00000 3200.00| 5.00000 800.00 Drainage Sump Excavation | | | 0360 666A001 1.000 ACRE| 50.00000 50.00| 15.00000 15.00| 40.00000 40.00 Pest Control Treatment | | | 0370 680A000 LUMP| 10000.00000 10000.00| 35000.00000 35000.00| 10000.00000 10000.00 Engineering Controls | | | 0380 701A000 1.000 MILE| 190.00000 190.00| 190.00000 190.00| 400.00000 400.00 Broken White, Class 1, Type A Traffic | | | Stripe | | | 0390 701A004 8.000 MILE| 320.00000 2560.00| 320.00000 2560.00| 400.00000 3200.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A012 8.000 MILE| 310.00000 2480.00| 310.00000 2480.00| 400.00000 3200.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 701A028 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 1500.00000 1500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0420 701A032 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 1500.00000 1500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0430 701A041 1.000 MILE| 1250.00000 1250.00| 1250.00000 1250.00| 1500.00000 1500.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0440 701B009 183.000 LF | 1.00000 183.00| 1.00000 183.00| 1.25000 228.75 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 07002 |( 3 ) 07003 |WRIGHT BROTHERS CONSTRUCTIO |GOOD HOPE CONTRACTING CO., |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 701C002 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 400.00000 400.00 Broken Temporary Traffic Stripe (Paint) | | | 0460 701C003 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 400.00000 400.00 Solid Temporary Traffic Stripe (Paint) | | | 0470 703A000 44.000 SQFT| 1.50000 66.00| 1.50000 66.00| 0.60000 26.40 Traffic Control Markings, Class 1, Type | | | A | | | 0480 705A031 36.000 EACH| 5.25000 189.00| 5.25000 189.00| 6.00000 216.00 Pavement Markers, Class A-H, Type 1-A | | | 0490 705A037 464.000 EACH| 5.50000 2552.00| 5.50000 2552.00| 6.00000 2784.00 Pavement Markers, Class A-H, Type 2-D | | | 0500 726A000 262.000 LF | 35.00000 9170.00| 35.00000 9170.00| 35.00000 9170.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0510 740B000 1146.000 SQFT| 8.40000 9626.40| 8.48000 9718.08| 8.00000 9168.00 Construction Signs | | | 0520 740D000 45.000 EACH| 57.00000 2565.00| 57.24000 2575.80| 54.00000 2430.00 Channelizing Drums | | | 0530 740E000 50.000 EACH| 10.50000 525.00| 15.00000 750.00| 9.50000 475.00 Cones (36 Inches High) | | | 0540 740F002 6.000 EACH| 165.00000 990.00| 164.00000 984.00| 155.00000 930.00 Barricades, Type III | | | 0550 740I005 3.000 EACH| 265.00000 795.00| 265.00000 795.00| 250.00000 750.00 Warning Lights, Type B (Detachable Head | | | 0560 740M001 50.000 EACH| 6.30000 315.00| 6.00000 300.00| 6.00000 300.00 Ballast For Cone | | | 0570 741C010 1.000 EACH| 2350.00000 2350.00| 2000.00000 2000.00| 2200.00000 2200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0580 742A001 1.000 EACH| 6300.00000 6300.00| 12000.00000 12000.00| 6000.00000 6000.00 Portable Changeable Message Sign, Type | | | 0590 999 000 520.000 HOUR| 0.80000 416.00| 0.80000 416.00| 0.80000 416.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,952,120.31| $ 2,146,838.93| $ 2,155,555.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,952,120.31| $ 2,146,838.93| $ 2,155,555.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23070 |( 5 ) 08077 |( 6 ) 20050 |WINSTON CONTRACTING, L.L.C. |HASTINGS GENERAL CONTRACTIN |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 7000.00000 7000.00| 50000.00000 50000.00| 201000.00000 201000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206D001 525.000 LF | 2.25000 1181.25| 5.00000 2625.00| 3.00000 1575.00 Removing Guardrail | | | 0030 210A000 102799.000 CUYD| 3.75000 385496.25| 3.00000 308397.00| 5.00000 513995.00 Unclassified Excavation | | | 0040 219A000 134526.000 TON | 9.76000 1312973.76| 10.00000 1345260.00| 9.00000 1210734.00 Rock Buttress For Landslide Correction | | | 0050 219B003 431.000 LF | 22.00000 9482.00| 18.00000 7758.00| 25.00000 10775.00 Special Underdrain 12 Inch Diameter | | | 0060 219B008 241.000 LF | 8.00000 1928.00| 18.00000 4338.00| 25.00000 6025.00 Special Underdrain 12 Inch Diameter | | | (Outfall) | | | 0070 301A008 2165.000 SQYD| 3.50000 7577.50| 6.00000 12990.00| 4.00000 8660.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0080 305B061 2650.000 TON | 16.00000 42400.00| 6.00000 15900.00| 13.00000 34450.00 Coarse Aggregate, Section 801, ALDOT | | | #410 Modified for Misc. Use | | | 0090 401B108 698.000 SQYD| 21.00000 14658.00| 3.00000 2094.00| 0.50000 349.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0100 405A000 102.000 GAL | 1.30000 132.60| 1.00000 102.00| 1.25000 127.50 Tack Coat | | | 0110 408A051 45357.000 SQYD| 0.45000 20410.65| 0.50000 22678.50| 0.42000 19049.94 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0120 424A360 77.000 TON | 49.50000 3811.50| 60.00000 4620.00| 47.00000 3619.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A361 3932.000 TON | 36.00000 141552.00| 45.00000 176940.00| 34.00000 133688.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23070 |( 5 ) 08077 |( 6 ) 20050 |WINSTON CONTRACTING, L.L.C. |HASTINGS GENERAL CONTRACTIN |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424A367 120.000 TON | 44.25000 5310.00| 45.00000 5400.00| 42.00000 5040.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B652 368.000 TON | 33.50000 12328.00| 45.00000 16560.00| 31.75000 11684.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0160 424B655 120.000 TON | 47.45000 5694.00| 45.00000 5400.00| 45.00000 5400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B682 374.000 TON | 42.00000 15708.00| 45.00000 16830.00| 39.75000 14866.50 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 600A000 LUMP| 35000.00000 35000.00| 211838.45000 211838.45| 22500.00000 22500.00 Mobilization | | | 0190 603A002 1.000 EACH| 22000.00000 22000.00| 15000.00000 15000.00| 15000.00000 15000.00 Furnishing Type 3 Field Office | | | 0200 605B000 1.000 EACH| 325.00000 325.00| 600.00000 600.00| 1000.00000 1000.00 Special Underdrain Outlet, Type A | | | 0210 605B002 1.000 EACH| 585.00000 585.00| 600.00000 600.00| 1000.00000 1000.00 Special Underdrain Outlet, Type C | | | 0220 608A000 16506.000 SQYD| 2.00000 33012.00| 2.00000 33012.00| 1.38000 22778.28 Separation Geotextile | | | 0230 614A000 62.000 CUYD| 220.00000 13640.00| 280.00000 17360.00| 600.00000 37200.00 Slope Paving | | | 0240 630A001 525.000 LF | 10.20000 5355.00| 20.00000 10500.00| 9.10000 4777.50 Steel Beam Guardrail, Class A, Type 2 | | | 0250 650A000 50.000 CUYD| 6.10000 305.00| 5.00000 250.00| 25.00000 1250.00 Topsoil | | | 0260 652A054 1.000 ACRE| 625.00000 625.00| 700.00000 700.00| 750.00000 750.00 Seeding (Mix 2A) | | | 0270 652A056 1.000 ACRE| 680.00000 680.00| 1000.00000 1000.00| 750.00000 750.00 Seeding (Mix 2E) | | | 0280 652B053 1.000 ACRE| 520.00000 520.00| 700.00000 700.00| 800.00000 800.00 Temporary Seeding (Mix 2AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23070 |( 5 ) 08077 |( 6 ) 20050 |WINSTON CONTRACTING, L.L.C. |HASTINGS GENERAL CONTRACTIN |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 652D054 1.000 ACRE| 680.00000 680.00| 600.00000 600.00| 750.00000 750.00 Seeding In Stubble (Mix 2A) | | | 0300 654A000 114.000 SQYD| 5.25000 598.50| 6.00000 684.00| 3.50000 399.00 Solid Sodding | | | 0310 656A000 3.000 ACRE| 420.00000 1260.00| 400.00000 1200.00| 750.00000 2250.00 Mulching, Class A, Type 1 | | | 0320 665F000 30.000 EACH| 5.00000 150.00| 7.00000 210.00| 25.00000 750.00 Hay Bales | | | 0330 665I000 942.000 TON | 20.00000 18840.00| 20.00000 18840.00| 15.00000 14130.00 Temporary Riprap, Class 2 | | | 0340 665J000 1392.000 LF | 3.00000 4176.00| 3.00000 4176.00| 3.00000 4176.00 Silt Fence, Type A | | | 0350 665K000 160.000 CUYD| 10.00000 1600.00| 20.00000 3200.00| 25.00000 4000.00 Drainage Sump Excavation | | | 0360 666A001 1.000 ACRE| 52.00000 52.00| 200.00000 200.00| 10.00000 10.00 Pest Control Treatment | | | 0370 680A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 25000.00000 25000.00 Engineering Controls | | | 0380 701A000 1.000 MILE| 200.00000 200.00| 225.00000 225.00| 190.00000 190.00 Broken White, Class 1, Type A Traffic | | | Stripe | | | 0390 701A004 8.000 MILE| 335.00000 2680.00| 320.00000 2560.00| 320.00000 2560.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A012 8.000 MILE| 325.00000 2600.00| 310.00000 2480.00| 310.00000 2480.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 701A028 1.000 MILE| 2600.00000 2600.00| 2500.00000 2500.00| 2500.00000 2500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0420 701A032 1.000 MILE| 2600.00000 2600.00| 2500.00000 2500.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0430 701A041 1.000 MILE| 1300.00000 1300.00| 1250.00000 1250.00| 1250.00000 1250.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0440 701B009 183.000 LF | 1.00000 183.00| 1.00000 183.00| 1.00000 183.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23070 |( 5 ) 08077 |( 6 ) 20050 |WINSTON CONTRACTING, L.L.C. |HASTINGS GENERAL CONTRACTIN |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 701C002 1.000 MILE| 525.00000 525.00| 500.00000 500.00| 500.00000 500.00 Broken Temporary Traffic Stripe (Paint) | | | 0460 701C003 1.000 MILE| 525.00000 525.00| 500.00000 500.00| 500.00000 500.00 Solid Temporary Traffic Stripe (Paint) | | | 0470 703A000 44.000 SQFT| 1.60000 70.40| 1.50000 66.00| 1.50000 66.00 Traffic Control Markings, Class 1, Type | | | A | | | 0480 705A031 36.000 EACH| 5.50000 198.00| 5.25000 189.00| 5.25000 189.00 Pavement Markers, Class A-H, Type 1-A | | | 0490 705A037 464.000 EACH| 5.75000 2668.00| 5.50000 2552.00| 5.50000 2552.00 Pavement Markers, Class A-H, Type 2-D | | | 0500 726A000 262.000 LF | 38.50000 10087.00| 50.00000 13100.00| 35.00000 9170.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0510 740B000 1146.000 SQFT| 14.00000 16044.00| 9.00000 10314.00| 7.00000 8022.00 Construction Signs | | | 0520 740D000 45.000 EACH| 66.00000 2970.00| 60.00000 2700.00| 50.00000 2250.00 Channelizing Drums | | | 0530 740E000 50.000 EACH| 16.00000 800.00| 10.00000 500.00| 25.00000 1250.00 Cones (36 Inches High) | | | 0540 740F002 6.000 EACH| 300.00000 1800.00| 300.00000 1800.00| 190.00000 1140.00 Barricades, Type III | | | 0550 740I005 3.000 EACH| 300.00000 900.00| 100.00000 300.00| 231.15000 693.45 Warning Lights, Type B (Detachable Head | | | 0560 740M001 50.000 EACH| 7.00000 350.00| 0.50000 25.00| 15.00000 750.00 Ballast For Cone | | | 0570 741C010 1.000 EACH| 3500.00000 3500.00| 2000.00000 2000.00| 3000.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0580 742A001 1.000 EACH| 10500.00000 10500.00| 5000.00000 5000.00| 9300.00000 9300.00 Portable Changeable Message Sign, Type | | | 0590 999 000 520.000 HOUR| 0.80000 416.00| 0.80000 416.00| 0.80000 416.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,200,563.41| $ 2,380,222.95| $ 2,391,770.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,200,563.41| $ 2,380,222.95| $ 2,391,770.17 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01018 |( 8 ) 20011 |( 9 ) 03052 |APAC-ALABAMA, INC. |TRI-COUNTY CONCRETE CONSTRU |CASH 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| 128620.69000 128620.69| 100000.00000 100000.00| 15000.00000 15000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206D001 525.000 LF | 2.24000 1176.00| 2.00000 1050.00| 2.00000 1050.00 Removing Guardrail | | | 0030 210A000 102799.000 CUYD| 6.69000 687725.31| 5.00000 513995.00| 8.73000 897435.27 Unclassified Excavation | | | 0040 219A000 134526.000 TON | 8.90000 1197281.40| 10.00000 1345260.00| 10.83000 1456916.58 Rock Buttress For Landslide Correction | | | 0050 219B003 431.000 LF | 51.06000 22006.86| 20.00000 8620.00| 30.00000 12930.00 Special Underdrain 12 Inch Diameter | | | 0060 219B008 241.000 LF | 38.01000 9160.41| 20.00000 4820.00| 30.00000 7230.00 Special Underdrain 12 Inch Diameter | | | (Outfall) | | | 0070 301A008 2165.000 SQYD| 4.76000 10305.40| 5.50000 11907.50| 6.50000 14072.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0080 305B061 2650.000 TON | 12.35000 32727.50| 11.00000 29150.00| 16.00000 42400.00 Coarse Aggregate, Section 801, ALDOT | | | #410 Modified for Misc. Use | | | 0090 401B108 698.000 SQYD| 5.66000 3950.68| 12.58000 8780.84| 13.00000 9074.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0100 405A000 102.000 GAL | 1.31000 133.62| 2.00000 204.00| 1.25000 127.50 Tack Coat | | | 0110 408A051 45357.000 SQYD| 0.44000 19957.08| 1.50000 68035.50| 0.50000 22678.50 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0120 424A360 77.000 TON | 49.35000 3799.95| 55.00000 4235.00| 47.00000 3619.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A361 3932.000 TON | 35.86000 141001.52| 55.00000 216260.00| 34.00000 133688.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01018 |( 8 ) 20011 |( 9 ) 03052 |APAC-ALABAMA, INC. |TRI-COUNTY CONCRETE CONSTRU |CASH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424A367 120.000 TON | 44.10000 5292.00| 55.00000 6600.00| 42.00000 5040.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B652 368.000 TON | 33.34000 12269.12| 55.00000 20240.00| 32.00000 11776.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0160 424B655 120.000 TON | 47.25000 5670.00| 55.00000 6600.00| 45.00000 5400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B682 374.000 TON | 41.74000 15610.76| 55.00000 20570.00| 40.00000 14960.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 600A000 LUMP| 124278.94000 124278.94| 100000.00000 100000.00| 70411.00000 70411.00 Mobilization | | | 0190 603A002 1.000 EACH| 21270.92000 21270.92| 15000.00000 15000.00| 15000.00000 15000.00 Furnishing Type 3 Field Office | | | 0200 605B000 1.000 EACH| 490.83000 490.83| 1000.00000 1000.00| 1000.00000 1000.00 Special Underdrain Outlet, Type A | | | 0210 605B002 1.000 EACH| 490.83000 490.83| 1000.00000 1000.00| 1000.00000 1000.00 Special Underdrain Outlet, Type C | | | 0220 608A000 16506.000 SQYD| 2.44000 40274.64| 4.00000 66024.00| 1.35000 22283.10 Separation Geotextile | | | 0230 614A000 62.000 CUYD| 226.79000 14060.98| 300.00000 18600.00| 200.00000 12400.00 Slope Paving | | | 0240 630A001 525.000 LF | 10.16000 5334.00| 15.00000 7875.00| 10.00000 5250.00 Steel Beam Guardrail, Class A, Type 2 | | | 0250 650A000 50.000 CUYD| 45.23000 2261.50| 8.00000 400.00| 10.00000 500.00 Topsoil | | | 0260 652A054 1.000 ACRE| 497.70000 497.70| 600.00000 600.00| 600.00000 600.00 Seeding (Mix 2A) | | | 0270 652A056 1.000 ACRE| 497.70000 497.70| 600.00000 600.00| 650.00000 650.00 Seeding (Mix 2E) | | | 0280 652B053 1.000 ACRE| 414.75000 414.75| 500.00000 500.00| 500.00000 500.00 Temporary Seeding (Mix 2AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01018 |( 8 ) 20011 |( 9 ) 03052 |APAC-ALABAMA, INC. |TRI-COUNTY CONCRETE CONSTRU |CASH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 652D054 1.000 ACRE| 497.70000 497.70| 600.00000 600.00| 650.00000 650.00 Seeding In Stubble (Mix 2A) | | | 0300 654A000 114.000 SQYD| 5.25000 598.50| 5.00000 570.00| 5.00000 570.00 Solid Sodding | | | 0310 656A000 3.000 ACRE| 442.05000 1326.15| 500.00000 1500.00| 400.00000 1200.00 Mulching, Class A, Type 1 | | | 0320 665F000 30.000 EACH| 17.28000 518.40| 5.00000 150.00| 10.00000 300.00 Hay Bales | | | 0330 665I000 942.000 TON | 17.69000 16663.98| 17.50000 16485.00| 34.00000 32028.00 Temporary Riprap, Class 2 | | | 0340 665J000 1392.000 LF | 3.65000 5080.80| 4.00000 5568.00| 1.50000 2088.00 Silt Fence, Type A | | | 0350 665K000 160.000 CUYD| 4.41000 705.60| 10.00000 1600.00| 10.00000 1600.00 Drainage Sump Excavation | | | 0360 666A001 1.000 ACRE| 52.50000 52.50| 100.00000 100.00| 50.00000 50.00 Pest Control Treatment | | | 0370 680A000 LUMP| 8629.77000 8629.77| 75000.00000 75000.00| 10000.00000 10000.00 Engineering Controls | | | 0380 701A000 1.000 MILE| 178.50000 178.50| 190.00000 190.00| 190.00000 190.00 Broken White, Class 1, Type A Traffic | | | Stripe | | | 0390 701A004 8.000 MILE| 325.50000 2604.00| 320.00000 2560.00| 320.00000 2560.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A012 8.000 MILE| 325.50000 2604.00| 310.00000 2480.00| 310.00000 2480.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 701A028 1.000 MILE| 1785.00000 1785.00| 2500.00000 2500.00| 2500.00000 2500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0420 701A032 1.000 MILE| 1785.00000 1785.00| 2500.00000 2500.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0430 701A041 1.000 MILE| 1029.00000 1029.00| 1250.00000 1250.00| 1250.00000 1250.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0440 701B009 183.000 LF | 0.53000 96.99| 1.00000 183.00| 1.00000 183.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 7 ) 01018 |( 8 ) 20011 |( 9 ) 03052 |APAC-ALABAMA, INC. |TRI-COUNTY CONCRETE CONSTRU |CASH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 701C002 1.000 MILE| 357.00000 357.00| 500.00000 500.00| 500.00000 500.00 Broken Temporary Traffic Stripe (Paint) | | | 0460 701C003 1.000 MILE| 378.00000 378.00| 500.00000 500.00| 500.00000 500.00 Solid Temporary Traffic Stripe (Paint) | | | 0470 703A000 44.000 SQFT| 1.58000 69.52| 1.50000 66.00| 1.50000 66.00 Traffic Control Markings, Class 1, Type | | | A | | | 0480 705A031 36.000 EACH| 5.51000 198.36| 5.25000 189.00| 6.00000 216.00 Pavement Markers, Class A-H, Type 1-A | | | 0490 705A037 464.000 EACH| 5.51000 2556.64| 5.50000 2552.00| 7.00000 3248.00 Pavement Markers, Class A-H, Type 2-D | | | 0500 726A000 262.000 LF | 36.75000 9628.50| 40.00000 10480.00| 45.00000 11790.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0510 740B000 1146.000 SQFT| 8.84000 10130.64| 15.00000 17190.00| 10.00000 11460.00 Construction Signs | | | 0520 740D000 45.000 EACH| 59.68000 2685.60| 50.00000 2250.00| 60.00000 2700.00 Channelizing Drums | | | 0530 740E000 50.000 EACH| 0.01000 0.50| 20.00000 1000.00| 10.00000 500.00 Cones (36 Inches High) | | | 0540 740F002 6.000 EACH| 171.32000 1027.92| 250.00000 1500.00| 250.00000 1500.00 Barricades, Type III | | | 0550 740I005 3.000 EACH| 276.32000 828.96| 300.00000 900.00| 80.00000 240.00 Warning Lights, Type B (Detachable Head | | | 0560 740M001 50.000 EACH| 0.01000 0.50| 5.00000 250.00| 6.00000 300.00 Ballast For Cone | | | 0570 741C010 1.000 EACH| 2431.58000 2431.58| 5000.00000 5000.00| 3000.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0580 742A001 1.000 EACH| 6631.58000 6631.58| 15000.00000 15000.00| 4000.00000 4000.00 Portable Changeable Message Sign, Type | | | 0590 999 000 520.000 HOUR| 0.80000 416.00| 0.80000 416.00| 0.80000 416.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,588,058.28| $ 2,748,955.84| $ 2,883,576.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,588,058.28| $ 2,748,955.84| $ 2,883,576.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -14 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 10 ) 16023 |( ) |( ) |PHILLIPS & JORDAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 7500.00000 7500.00| | Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206D001 525.000 LF | 2.50000 1312.50| | Removing Guardrail | | | 0030 210A000 102799.000 CUYD| 5.00000 513995.00| | Unclassified Excavation | | | 0040 219A000 134526.000 TON | 16.00000 2152416.00| | Rock Buttress For Landslide Correction | | | 0050 219B003 431.000 LF | 24.00000 10344.00| | Special Underdrain 12 Inch Diameter | | | 0060 219B008 241.000 LF | 26.00000 6266.00| | Special Underdrain 12 Inch Diameter | | | (Outfall) | | | 0070 301A008 2165.000 SQYD| 7.50000 16237.50| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0080 305B061 2650.000 TON | 37.00000 98050.00| | Coarse Aggregate, Section 801, ALDOT | | | #410 Modified for Misc. Use | | | 0090 401B108 698.000 SQYD| 12.00000 8376.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0100 405A000 102.000 GAL | 4.50000 459.00| | Tack Coat | | | 0110 408A051 45357.000 SQYD| 1.25000 56696.25| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0120 424A360 77.000 TON | 50.00000 3850.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A361 3932.000 TON | 39.15000 153937.80| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -15 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 10 ) 16023 |( ) |( ) |PHILLIPS & JORDAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424A367 120.000 TON | 50.00000 6000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B652 368.000 TON | 38.10000 14020.80| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0160 424B655 120.000 TON | 55.00000 6600.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 424B682 374.000 TON | 43.75000 16362.50| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 600A000 LUMP| 35000.00000 35000.00| | Mobilization | | | 0190 603A002 1.000 EACH| 30000.00000 30000.00| | Furnishing Type 3 Field Office | | | 0200 605B000 1.000 EACH| 250.00000 250.00| | Special Underdrain Outlet, Type A | | | 0210 605B002 1.000 EACH| 250.00000 250.00| | Special Underdrain Outlet, Type C | | | 0220 608A000 16506.000 SQYD| 4.00000 66024.00| | Separation Geotextile | | | 0230 614A000 62.000 CUYD| 250.00000 15500.00| | Slope Paving | | | 0240 630A001 525.000 LF | 15.00000 7875.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0250 650A000 50.000 CUYD| 15.00000 750.00| | Topsoil | | | 0260 652A054 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 2A) | | | 0270 652A056 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 2E) | | | 0280 652B053 1.000 ACRE| 1000.00000 1000.00| | Temporary Seeding (Mix 2AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -16 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 10 ) 16023 |( ) |( ) |PHILLIPS & JORDAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 652D054 1.000 ACRE| 1000.00000 1000.00| | Seeding In Stubble (Mix 2A) | | | 0300 654A000 114.000 SQYD| 5.00000 570.00| | Solid Sodding | | | 0310 656A000 3.000 ACRE| 500.00000 1500.00| | Mulching, Class A, Type 1 | | | 0320 665F000 30.000 EACH| 6.50000 195.00| | Hay Bales | | | 0330 665I000 942.000 TON | 35.00000 32970.00| | Temporary Riprap, Class 2 | | | 0340 665J000 1392.000 LF | 3.50000 4872.00| | Silt Fence, Type A | | | 0350 665K000 160.000 CUYD| 15.00000 2400.00| | Drainage Sump Excavation | | | 0360 666A001 1.000 ACRE| 100.00000 100.00| | Pest Control Treatment | | | 0370 680A000 LUMP| 20000.00000 20000.00| | Engineering Controls | | | 0380 701A000 1.000 MILE| 100.00000 100.00| | Broken White, Class 1, Type A Traffic | | | Stripe | | | 0390 701A004 8.000 MILE| 650.00000 5200.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0400 701A012 8.000 MILE| 650.00000 5200.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0410 701A028 1.000 MILE| 1750.00000 1750.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0420 701A032 1.000 MILE| 2200.00000 2200.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0430 701A041 1.000 MILE| 1000.00000 1000.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0440 701B009 183.000 LF | 1.00000 183.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 007 -17 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20030117007 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 10 ) 16023 |( ) |( ) |PHILLIPS & JORDAN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 701C002 1.000 MILE| 750.00000 750.00| | Broken Temporary Traffic Stripe (Paint) | | | 0460 701C003 1.000 MILE| 750.00000 750.00| | Solid Temporary Traffic Stripe (Paint) | | | 0470 703A000 44.000 SQFT| 5.00000 220.00| | Traffic Control Markings, Class 1, Type | | | A | | | 0480 705A031 36.000 EACH| 6.60000 237.60| | Pavement Markers, Class A-H, Type 1-A | | | 0490 705A037 464.000 EACH| 6.60000 3062.40| | Pavement Markers, Class A-H, Type 2-D | | | 0500 726A000 262.000 LF | 48.00000 12576.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 0510 740B000 1146.000 SQFT| 11.00000 12606.00| | Construction Signs | | | 0520 740D000 45.000 EACH| 50.00000 2250.00| | Channelizing Drums | | | 0530 740E000 50.000 EACH| 20.00000 1000.00| | Cones (36 Inches High) | | | 0540 740F002 6.000 EACH| 225.00000 1350.00| | Barricades, Type III | | | 0550 740I005 3.000 EACH| 450.00000 1350.00| | Warning Lights, Type B (Detachable Head | | | 0560 740M001 50.000 EACH| 8.00000 400.00| | Ballast For Cone | | | 0570 741C010 1.000 EACH| 5000.00000 5000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0580 742A001 1.000 EACH| 18000.00000 18000.00| | Portable Changeable Message Sign, Type | | | 0590 999 000 520.000 HOUR| 0.80000 416.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,370,280.35| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,370,280.35| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20030117009 COUNTIES : MARION WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 02 CONTRACT TIME : 360 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : APD-471(521) for constructing the Partial Grade and Drain, Pavement, Traffic Stripe and Signing on Corridor "X" from S.R.#233 to S.R.#13 north of Eldridge. Length 9.123 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30006 DUNN CONSTRUCTION CO. & S.T. BUNN CONSTRUCTION CO., INC. $ 13,151,954.19 100.0000% 2 01018 APAC-ALABAMA, INC. $ 13,589,359.39 103.3258% 3 19074 S & M EQUIPMENT CO., INC. $ 13,838,312.74 105.2187% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20030117009 COUNTIES : MARION WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30006 |( 2 ) 01018 |( 3 ) 19074 |DUNN & S. T. BUNN |APAC-ALABAMA, 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 210A000M 18124.000 M3 | 3.50000 63434.00| 5.76000 104394.24| 4.51000 81739.24 Unclassified Excavation | | | 0020 210D000M 66514.000 M3 | 6.00000 399084.00| 3.55000 236124.70| 6.02000 400414.28 Borrow Excavation | | | 0030 210D011M 31721.000 M3 | 12.35000 391754.35| 8.31000 263601.51| 7.52000 238541.92 Borrow Excavation (A-4 Or Better) | | | 0040 230A000M 179.000 RBST| 1150.00000 205850.00| 1140.00000 204060.00| 1131.60000 202556.40 Roadbed Processing | | | 0050 301A004M 94021.000 M2 | 3.28000 308388.88| 3.70000 347877.70| 3.30000 310269.30 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | 0060 301A008M 18521.000 M2 | 3.70000 68527.70| 4.53000 83900.13| 4.12000 76306.52 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0070 301A012M 242153.000 M2 | 4.21000 1019464.13| 5.17000 1251931.01| 4.72000 1142962.16 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0080 327E000M 33303.000 MTON| 27.79000 925490.37| 30.23000 1006749.69| 29.08000 968451.24 Permeable Asphalt Treated Base | | | 0090 401A000M 238706.000 M2 | 0.40000 95482.40| 0.33000 78772.98| 0.60000 143223.60 Bituminous Treatment A | | | 0100 405A000M 332260.000 L | 0.22000 73097.20| 0.27000 89710.20| 0.25000 83065.00 Tack Coat | | | 0110 410C000M 1.000 EACH| 5000.00000 5000.00| 1192.43000 1192.43| 35000.00000 35000.00 Contractor Retained Profilograph | | | 0120 410H000M 1.000 EACH| 100000.00000 100000.00| 141290.98000 141290.98| 250000.00000 250000.00 Material Remixing Device | | | 0130 423A003M 8339.000 MTON| 42.50000 354407.50| 52.14000 434795.46| 48.00000 400272.00 Stone Matrix Wearing Layer, 12.5 mm | | | Maximum Aggregate Size | | | 0140 423B000M 27287.000 MTON| 40.67000 1109762.29| 45.47000 1240739.89| 42.00000 1146054.00 Stone Matrix Asphalt Binder Layer, 37.5 | | | mm Maximum Aggregate Size | | | 0150 424A360M 4386.000 MTON| 33.90000 148685.40| 41.96000 184036.56| 41.00000 179826.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20030117009 COUNTIES : MARION WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30006 |( 2 ) 01018 |( 3 ) 19074 |DUNN & S. T. BUNN |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B582M 28020.000 MTON| 27.66000 775033.20| 30.99000 868339.80| 31.00000 868620.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0170 424B651M 4639.000 MTON| 33.15000 153782.85| 34.97000 162225.83| 30.00000 139170.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424B652M 8483.000 MTON| 30.00000 254490.00| 32.31000 274085.73| 30.00000 254490.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424B681M 3890.000 MTON| 32.86000 127825.40| 35.14000 136694.60| 30.00000 116700.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424B682M 8427.000 MTON| 31.47000 265197.69| 32.38000 272866.26| 31.00000 261237.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424C281M 89501.000 MTON| 29.73000 2660864.73| 31.25000 2796906.25| 31.00000 2774531.00 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0220 424C360M 4772.000 MTON| 33.64000 160530.08| 33.43000 159527.96| 31.00000 147932.00 Superpave Bituminous Concrete Base | | | Layer, 25mm Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0230 424C361M 25229.000 MTON| 30.56000 770998.24| 31.75000 801020.75| 31.00000 782099.00 Superpave Bituminous Concrete Base | | | Layer, 37.5mm Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 428C000M 29255.000 M | 0.44000 12872.20| 0.33000 9654.15| 0.38000 11116.90 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0250 450A018M 8417.000 M2 | 61.00000 513437.00| 70.00000 589190.00| 78.00000 656526.00 Plain Cement Concrete Pavement, 325 MM | | | Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20030117009 COUNTIES : MARION WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30006 |( 2 ) 01018 |( 3 ) 19074 |DUNN & S. T. BUNN |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 450B000M 605.000 M2 | 59.00000 35695.00| 68.44000 41406.20| 115.00000 69575.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0270 600A000M LUMP| 697250.00000 697250.00| 396021.10000 396021.10| 260000.00000 260000.00 Mobilization | | | 0280 604A000M 144320.000 M2 | 0.58000 83705.60| 0.55000 79376.00| 1.38000 199161.60 Separative Geotextile | | | 0290 605A002M 38504.000 M | 8.64000 332674.56| 8.61000 331519.44| 9.29000 357702.16 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0300 605B000M 108.000 EACH| 250.00000 27000.00| 129.63000 14000.04| 268.75000 29025.00 Special Underdrain Outlet, Type A | | | 0310 605B001M 40.000 EACH| 275.00000 11000.00| 233.33000 9333.20| 295.63000 11825.20 Special Underdrain Outlet, Type B | | | 0320 606A000M 1000.000 M | 11.00000 11000.00| 16.41000 16410.00| 10.00000 10000.00 150 mm Underdrain Pipe | | | 0330 614A000M 245.000 M3 | 350.00000 85750.00| 300.73000 73678.85| 270.25000 66211.25 Slope Paving | | | 0340 621C020M 51.000 EACH| 900.00000 45900.00| 1140.70000 58175.70| 3000.00000 153000.00 Inlets, Type Y | | | 0350 630A001M 814.000 M | 32.55000 26495.70| 34.08000 27741.12| 33.33000 27130.62 Steel Beam Guardrail, Class A, Type 2 | | | 0360 630C003M 14.000 EACH| 100.00000 1400.00| 1044.26000 14619.64| 1021.25000 14297.50 Guardrail End Anchor, Type 13 | | | 0370 630C070M 14.000 EACH| 1155.00000 16170.00| 1209.14000 16927.96| 1182.50000 16555.00 Guardrail End Anchor, Type 10 Series | | | 0380 650B000M 42802.000 M3 | 5.00000 214010.00| 3.76000 160935.52| 3.50000 149807.00 Topsoil From Stockpiles | | | 0390 652A050M 30.000 HA | 760.00000 22800.00| 866.96000 26008.80| 1225.00000 36750.00 Seeding (Mix 1A) | | | 0400 652B050M 8.000 HA | 350.00000 2800.00| 911.13000 7289.04| 1000.00000 8000.00 Temporary Seeding (Mix 1AT) | | | 0410 652C000M 30.000 HA | 45.00000 1350.00| 82.83000 2484.90| 100.00000 3000.00 Mowing | | | 0420 652D050M 8.000 HA | 650.00000 5200.00| 828.30000 6626.40| 1225.00000 9800.00 Seeding In Stubble (Mix 1A) | | | 0430 656A000M 38.000 HA | 350.00000 13300.00| 883.52000 33573.76| 1050.00000 39900.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 009 -5 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20030117009 COUNTIES : MARION WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30006 |( 2 ) 01018 |( 3 ) 19074 |DUNN & S. T. BUNN |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 665C000M 844.000 M | 41.00000 34604.00| 31.44000 26535.36| 30.00000 25320.00 375 mm Temporary Pipe | | | 0450 665E000M 10000.000 M2 | 1.60000 16000.00| 0.29000 2900.00| 1.30000 13000.00 Polyethylene | | | 0460 665F000M 2200.000 EACH| 5.00000 11000.00| 5.52000 12144.00| 5.00000 11000.00 Hay Bales | | | 0470 665J000M 1900.000 M | 13.00000 24700.00| 11.60000 22040.00| 20.00000 38000.00 Silt Fence, Type A | | | 0480 665N000M 2499.000 MTON| 10.20000 25489.80| 17.92000 44782.08| 36.55000 91338.45 Temporary Coarse Aggregate For Inlet | | | Protection | | | 0490 666A001M 32.000 HA | 45.00000 1440.00| 82.83000 2650.56| 80.63000 2580.16 Pest Control Treatment | | | 0500 680A000M LUMP| 85000.00000 85000.00| 38369.00000 38369.00| 135000.00000 135000.00 Engineering Controls | | | 0510 701B016M 110.000 M | 16.40000 1804.00| 17.01000 1871.10| 17.63000 1939.30 Dotted, Class 3W, Type A Traffic Stripe | | | (150 mm Wide) | | | 0520 701C001M 14.000 KM | 211.00000 2954.00| 218.81000 3063.34| 226.83000 3175.62 Solid Temporary Traffic Stripe | | | 0530 701D007M 1.000 KM | 932.00000 932.00| 966.48000 966.48| 1001.90000 1001.90 Solid Traffic Stripe Removed (Paint) | | | 0540 701D008M 1.000 KM | 932.00000 932.00| 966.48000 966.48| 1001.90000 1001.90 Solid Traffic Stripe Removed (Plastic) | | | 0550 701D015M 1.000 KM | 808.00000 808.00| 837.90000 837.90| 868.60000 868.60 Broken Traffic Stripe Removed (Plastic) | | | 0560 701G121M 1490.000 M | 4.10000 6109.00| 4.25000 6332.50| 4.41000 6570.90 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0570 701G125M 2461.000 M | 9.18000 22591.98| 9.52000 23428.72| 9.87000 24290.07 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0580 701G133M 2377.000 M | 9.62000 22866.74| 9.98000 23722.46| 10.34000 24578.18 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 0590 702A040M 16.000 KM | 1240.00000 19840.00| 1285.88000 20574.08| 1333.00000 21328.00 Broken White, Profiled Traffic Stripe | | | (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 009 -6 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20030117009 COUNTIES : MARION WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30006 |( 2 ) 01018 |( 3 ) 19074 |DUNN & S. T. BUNN |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 702A041M 18.000 KM | 2470.00000 44460.00| 2561.39000 46105.02| 2655.25000 47794.50 Solid White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 0610 702A043M 19.000 KM | 2470.00000 46930.00| 2561.39000 48666.41| 2655.25000 50449.75 Solid Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 0620 702B011M 977.000 M | 6.56000 6409.12| 6.80000 6643.60| 7.05000 6887.85 Dotted Profiled Traffic Stripe (150 mm | | | Wide) | | | 0630 703A002M 579.000 M2 | 20.45000 11840.55| 21.21000 12280.59| 21.98000 12726.42 Traffic Control Markings, Class 2, Type | | | A | | | 0640 703A010M 195.000 M2 | 129.17000 25188.15| 133.95000 26120.25| 138.86000 27077.70 Traffic Control Markings, Class 3W, | | | Type A | | | 0650 703B002M 12.000 M2 | 30.14000 361.68| 31.26000 375.12| 32.40000 388.80 Traffic Control Legends, Class 2, Type | | | 0660 703B010M 5.000 M2 | 236.80000 1184.00| 245.56000 1227.80| 254.56000 1272.80 Traffic Control Legends, Class 3W, Type | | | A | | | 0670 703D001M 64.000 M2 | 14.00000 896.00| 14.52000 929.28| 15.05000 963.20 Temporary Traffic Control Markings | | | 0680 705A011M 744.000 EACH| 5.00000 3720.00| 5.19000 3861.36| 5.38000 4002.72 Pavement Markers, Class C, Type 1-A | | | 0690 705A023M 415.000 EACH| 5.00000 2075.00| 5.19000 2153.85| 5.38000 2232.70 Pavement Markers, Class C, Type 2-D | | | 0700 705A030M 247.000 EACH| 5.25000 1296.75| 5.44000 1343.68| 5.64000 1393.08 Pavement Markers, Class A-H, Type 2-C | | | 0710 705A031M 1231.000 EACH| 5.00000 6155.00| 5.19000 6388.89| 5.38000 6622.78 Pavement Markers, Class A-H, Type 1-A | | | 0720 705A032M 404.000 EACH| 5.00000 2020.00| 5.19000 2096.76| 5.38000 2173.52 Pavement Markers, Class A-H, Type 1-B | | | 0730 705A037M 454.000 EACH| 5.25000 2383.50| 5.44000 2469.76| 5.64000 2560.56 Pavement Markers, Class A-H, Type 2-D | | | 0740 705A038M 189.000 EACH| 5.25000 992.25| 5.44000 1028.16| 5.64000 1065.96 Pavement Markers, Class A-H, Type 2-E | | | 0750 707A006M 50.000 EACH| 26.25000 1312.50| 29.55000 1477.50| 37.63000 1881.50 Type 1, Clear Delineator Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 009 -7 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20030117009 COUNTIES : MARION WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30006 |( 2 ) 01018 |( 3 ) 19074 |DUNN & S. T. BUNN |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 707G000M 260.000 EACH| 10.50000 2730.00| 8.71000 2264.60| 10.75000 2795.00 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 0770 709A000M 10.000 EACH| 132.00000 1320.00| 172.40000 1724.00| 134.38000 1343.80 Milepost, Type A | | | 0780 710A115M 49.000 M2 | 158.20000 7751.80| 182.25000 8930.25| 161.95000 7935.55 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 0790 710A126M 12.000 SQ M| 204.00000 2448.00| 251.21000 3014.52| 208.55000 2502.60 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 0800 710A140M 125.000 SQ M| 205.00000 25625.00| 246.29000 30786.25| 208.55000 26068.75 Class 6, Aluminum Multiple Flat Sign | | | Panels 3.175mm Thick Or Steel Multiple | | | Flat Sign Panels 2.657mm Thick(Ty.III | | | Bckgrd) | | | 0810 710A141M 36.000 SQ M| 204.00000 7344.00| 246.29000 8866.44| 208.55000 7507.80 Class 6, Aluminum Flat Sign Panels 3. | | | 175mm Thick Or Steel Flat Sign Panels 2.| | | 657mm Thick(Type III Background) | | | 0820 710B001M 413.000 M | 17.30000 7144.90| 26.60000 10985.80| 17.68000 7301.84 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0830 710B005M 8.000 M | 259.00000 2072.00| 162.55000 1300.40| 265.26000 2122.08 Roadway Sign Post (S75 x 8 Steel Beam) | | | 0840 710B006M 9.000 M | 259.10000 2331.90| 216.73000 1950.57| 265.26000 2387.34 Roadway Sign Post (S100 x 11 Steel Beam | | | 0850 710B008M 21.000 M | 259.10000 5441.10| 320.17000 6723.57| 265.26000 5570.46 Roadway Sign Post (W200 x 27 Steel Beam | | | 0860 710B012M 113.000 M | 252.00000 28476.00| 344.80000 38962.40| 258.00000 29154.00 Roadway Sign Post (W200 x 31 Steel Beam | | | 0870 740B000M 90.000 M2 | 90.00000 8100.00| 98.00000 8820.00| 96.75000 8707.50 Construction Signs | | | 0880 740D000M 168.000 EACH| 30.00000 5040.00| 0.01000 1.68| 62.35000 10474.80 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 009 -8 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20030117009 COUNTIES : MARION WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30006 |( 2 ) 01018 |( 3 ) 19074 |DUNN & S. T. BUNN |APAC-ALABAMA, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 740E000M 12.000 EACH| 1.00000 12.00| 0.01000 0.12| 10.21000 122.52 Cones (900 mm High) | | | 0900 740F002M 6.000 EACH| 190.00000 1140.00| 206.88000 1241.28| 215.00000 1290.00 Barricades, Type III | | | 0910 740I005M 2.000 EACH| 740.00000 1480.00| 805.75000 1611.50| 82.78000 165.56 Warning Lights, Type B (Detachable Head | | | 0920 740L005M 103.000 EACH| 43.00000 4429.00| 46.82000 4822.46| 46.23000 4761.69 Vertical Panel, Type I (Double-Sided) | | | 0930 740M001M 12.000 EACH| 1.00000 12.00| 0.01000 0.12| 6.72000 80.64 Ballast For Cone | | | 0940 741C010M 2.000 EACH| 1500.00000 3000.00| 1192.43000 2384.86| 4945.00000 9890.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0950 999 000M 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 13,151,954.19| $ 13,589,359.39| $ 13,838,312.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,151,954.19| $ 13,589,359.39| $ 13,838,312.74 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20030117010 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 550 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : APD-471(513) for constructing the Bridges (7) on Corridor "X" near Carbon Hill. Length - 0.406 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10016 JONES BROS., INC. $ 13,866,304.38 100.0000% 2 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 14,227,837.00 102.6073% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 16,986,577.90 122.5026% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030117010 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10016 |( 2 ) 04008 |( 3 ) 19007 |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0005 201A000 LUMP| 927000.00000 927000.00| 250000.00000 250000.00| 750000.00000 750000.00 Clearing & Grubbing (Approximately 10 | | | Acres) | | | 0010 210A000 8031.000 CUYD| 14.00000 112434.00| 5.00000 40155.00| 32.00000 256992.00 Unclassified Excavation | | | 0020 215A000 1060.000 CUYD| 20.00000 21200.00| 10.00000 10600.00| 10.00000 10600.00 Unclassified Bridge Excavation | | | 0030 502A000 1836200.000 LB | 0.38000 697756.00| 0.43000 789566.00| 0.48000 881376.00 Steel Reinforcement | | | 0040 502B000 LUMP| 130000.00000 130000.00| 154000.00000 154000.00| 190000.00000 190000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 1248+34.0 APPROX. | | | 356900 LBS. | | | 0050 502B001 LUMP| 130000.00000 130000.00| 154000.00000 154000.00| 190000.00000 190000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 1248+34.0 APPROX. | | | 356900 LBS. | | | 0060 502B002 LUMP| 77000.00000 77000.00| 92000.00000 92000.00| 130000.00000 130000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 1285+45.0 APPROX. | | | 213200 LBS. | | | 0070 502B003 LUMP| 87000.00000 87000.00| 104000.00000 104000.00| 130000.00000 130000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 1284+25.0 APPROX. | | | 243000 LBS. | | | 0080 502B004 LUMP| 78000.00000 78000.00| 93000.00000 93000.00| 120000.00000 120000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 1308+17.0 APPROX. | | | 216400 LBS. | | | 0090 502B005 LUMP| 78000.00000 78000.00| 93000.00000 93000.00| 120000.00000 120000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 1308+17.0 APPROX. | | | 216400 LBS. | | | 0100 502B006 LUMP| 11000.00000 11000.00| 13000.00000 13000.00| 16000.00000 16000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 1311+67 Ramp D | | | APPROX. 30500 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030117010 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10016 |( 2 ) 04008 |( 3 ) 19007 |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 506A002 274.000 LF | 100.00000 27400.00| 440.00000 120560.00| 105.00000 28770.00 Drilled Shaft Excavation, 7'-0" Diamete | | | 0120 506A003 13.000 LF | 100.00000 1300.00| 220.00000 2860.00| 105.00000 1365.00 Drilled Shaft Excavation, 5'-0" Diamete | | | 0130 506A005 86.000 LF | 100.00000 8600.00| 110.00000 9460.00| 105.00000 9030.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0140 506A006 84.000 LF | 100.00000 8400.00| 275.00000 23100.00| 105.00000 8820.00 Drilled Shaft Excavation, 5'-6" Diamete | | | 0150 506B002 1260.000 LF | 400.00000 504000.00| 467.50000 589050.00| 420.00000 529200.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0160 506B005 397.000 LF | 500.00000 198500.00| 577.50000 229267.50| 525.00000 208425.00 Special Drilled Shaft Excavation, 5'-0" | | | Diameter | | | 0170 506B006 724.000 LF | 600.00000 434400.00| 687.50000 497750.00| 630.00000 456120.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0180 506B009 968.000 LF | 715.00000 692120.00| 825.00000 798600.00| 750.00000 726000.00 Special Drilled Shaft Excavation, 7'-0" | | | Diameter | | | 0190 506C041 1346.000 LF | 30.00000 40380.00| 55.00000 74030.00| 32.00000 43072.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0200 506C044 410.000 LF | 40.00000 16400.00| 66.00000 27060.00| 42.00000 17220.00 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0210 506C045 808.000 LF | 45.00000 36360.00| 82.50000 66660.00| 48.00000 38784.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS1 Concrete | | | 0220 506C048 1242.000 LF | 50.00000 62100.00| 110.00000 136620.00| 53.00000 65826.00 Drilled Shaft Construction, 7'-0" | | | Diameter, Class DS1 Concrete | | | 0230 506F003 200.000 LF | 250.00000 50000.00| 275.00000 55000.00| 121.00000 24200.00 Permanent Drilled Shaft Casing, 7'-0" | | | Diameter | | | 0240 506F006 25.000 LF | 115.00000 2875.00| 126.50000 3162.50| 132.00000 3300.00 Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030117010 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10016 |( 2 ) 04008 |( 3 ) 19007 |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 506F009 25.000 LF | 125.00000 3125.00| 137.50000 3437.50| 263.00000 6575.00 Permanent Drilled Shaft Casing, 5'-6" | | | Diameter | | | 0260 506G001 6.000 EACH| 100.00000 600.00| 110.00000 660.00| 105.00000 630.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0270 506G004 27.000 EACH| 100.00000 2700.00| 110.00000 2970.00| 105.00000 2835.00 Crosshole Sonic Logging, 5'-0" Diameter | | | 0280 506G005 35.000 EACH| 100.00000 3500.00| 110.00000 3850.00| 105.00000 3675.00 Crosshole Sonic Logging, 5'-6" Diameter | | | 0290 506G008 28.000 EACH| 100.00000 2800.00| 110.00000 3080.00| 105.00000 2940.00 Crosshole Sonic Logging, 7'-0" Diameter | | | 0300 508A000 74100.000 LB | 3.00000 222300.00| 2.75000 203775.00| 2.68000 198588.00 Structural Steel | | | 0310 510A000 5608.000 CUYD| 250.00000 1402000.00| 300.00000 1682400.00| 420.00000 2355360.00 Bridge Substructure Concrete, Class A | | | 0320 510C051 LUMP| 480000.00000 480000.00| 750000.00000 750000.00| 765000.00000 765000.00 Bridge Concrete Superstructure, STA. | | | 1248+34.0 APPROX. 1787 CU YDS | | | 0330 510C052 LUMP| 480000.00000 480000.00| 750000.00000 750000.00| 765000.00000 765000.00 Bridge Concrete Superstructure, STA. | | | 1248+34.0 APPROX. 1787 CU. YDS. | | | 0340 510C053 LUMP| 360000.00000 360000.00| 450000.00000 450000.00| 450000.00000 450000.00 Bridge Concrete Superstructure, STA. | | | 1285+45.0 APPROX. 1094 CU YDS | | | 0350 510C054 LUMP| 360000.00000 360000.00| 460000.00000 460000.00| 450000.00000 450000.00 Bridge Concrete Superstructure, STA. | | | 1284+25.0 APPROX. 1166 CU YDS | | | 0360 510C055 LUMP| 360000.00000 360000.00| 450000.00000 450000.00| 425000.00000 425000.00 Bridge Concrete Superstructure, STA. | | | 1308+17.0 APPROX. 1068 CU YDS | | | 0370 510C056 LUMP| 360000.00000 360000.00| 450000.00000 450000.00| 475000.00000 475000.00 Bridge Concrete Superstructure, STA. | | | 1308+17.0 APPROX. 1068 CU YDS | | | 0380 510C057 LUMP| 55000.00000 55000.00| 60000.00000 60000.00| 100000.00000 100000.00 Bridge Concrete Superstructure, STA. | | | 1311+67 Ramp D APPROX. 143 CU | | | 0390 510E000 22057.000 SQYD| 1.44000 31762.08| 3.00000 66171.00| 2.20000 48525.40 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030117010 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10016 |( 2 ) 04008 |( 3 ) 19007 |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 511A001 516.000 EACH| 100.00000 51600.00| 150.00000 77400.00| 133.00000 68628.00 Elastomeric Bearings, Type 2 | | | 0410 513B017 32615.000 LF | 100.00000 3261500.00| 99.00000 3228885.00| 107.00000 3489805.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0420 600A000 LUMP| 1500000.00000 1500000.00| 500000.00000 500000.00| 1700000.00000 1700000.00 Mobilization | | | 0423 601A000 1.000 EACH| 5000.00000 5000.00| 10000.00000 10000.00| 9000.00000 9000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0426 603A002 1.000 EACH| 25000.00000 25000.00| 15000.00000 15000.00| 30000.00000 30000.00 Furnishing Type 3 Field Office | | | 0430 610C001 9645.000 TON | 30.00000 289350.00| 25.00000 241125.00| 21.00000 202545.00 Loose Riprap, Class 2 | | | 0440 610D000 4115.000 SQYD| 3.00000 12345.00| 2.00000 8230.00| 2.50000 10287.50 Filter Blanket | | | 0450 635A000 2122.000 LF | 3.50000 7427.00| 3.85000 8169.70| 4.00000 8488.00 Woven Wire Fence | | | 0460 650B000 5459.000 CUYD| 5.70000 31116.30| 10.00000 54590.00| 10.00000 54590.00 Topsoil From Stockpiles | | | 0470 658A001 10.000 ACRE| 850.00000 8500.00| 1039.50000 10395.00| 1100.00000 11000.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0480 665A000 5.000 ACRE| 375.00000 1875.00| 440.00000 2200.00| 480.00000 2400.00 Temporary Seeding | | | 0490 665B000 5.000 ACRE| 400.00000 2000.00| 440.00000 2200.00| 500.00000 2500.00 Temporary Mulching | | | 0500 665F000 1863.000 EACH| 7.00000 13041.00| 10.00000 18630.00| 10.00000 18630.00 Hay Bales | | | 0510 665I000 32.000 TON | 60.00000 1920.00| 50.00000 1600.00| 29.00000 928.00 Temporary Riprap, Class 2 | | | 0520 665J000 10262.000 LF | 3.00000 30786.00| 7.00000 71834.00| 4.00000 41048.00 Silt Fence, Type A | | | 0530 665K000 32.000 CUYD| 50.00000 1600.00| 50.00000 1600.00| 30.00000 960.00 Drainage Sump Excavation | | | 0540 680A000 LUMP| 50000.00000 50000.00| 180000.00000 180000.00| 300000.00000 300000.00 Engineering Controls | | | 0550 740B000 266.000 SQFT| 8.00000 2128.00| 8.80000 2340.80| 10.00000 2660.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20030117010 COUNTIES : WALKER LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10016 |( 2 ) 04008 |( 3 ) 19007 |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 740D000 50.000 EACH| 56.00000 2800.00| 60.50000 3025.00| 70.00000 3500.00 Channelizing Drums | | | 0570 740E000 20.000 EACH| 9.50000 190.00| 16.50000 330.00| 19.00000 380.00 Cones (36 Inches High) | | | 0580 740F002 34.000 EACH| 165.00000 5610.00| 198.00000 6732.00| 200.00000 6800.00 Barricades, Type III | | | 0590 740I005 22.000 EACH| 72.00000 1584.00| 715.00000 15730.00| 600.00000 13200.00 Warning Lights, Type B (Detachable Head | | | 0600 740M001 20.000 EACH| 6.00000 120.00| 8.80000 176.00| 10.00000 200.00 Ballast For Cone | | | 0610 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 13,866,304.38| $ 14,227,837.00| $ 16,986,577.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,866,304.38| $ 14,227,837.00| $ 16,986,577.90 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20030117020 COUNTIES : CLARKE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0012(504) for constructing the Resurfacing and Traffic Stripe on S.R.#12 (U.S.#84) from MP 36.171 to MP 40.367 west of Grove Hill. Length 4.196 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 570,720.90 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 600,265.58 105.1767% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030117020 COUNTIES : CLARKE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 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| 77.55000 155.10| 356.20000 712.40| Mailbox Reset, Single | | | 0020 305A000 3850.000 CUYD| 6.60000 25410.00| 8.02000 30877.00| Borrow, Section 210, FOR MISCELLANEOUS | | | USE | | | 0030 401B100 61280.000 SQYD| 0.60000 36768.00| 0.68000 41670.40| Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 3550.000 GAL | 0.90000 3195.00| 1.15000 4082.50| Tack Coat | | | 0050 408A051 37725.000 SQYD| 0.50000 18862.50| 0.85000 32066.25| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 410C000 1.000 EACH| 1561.15000 1561.15| 8728.93000 8728.93| Contractor Retained Profilograph | | | 0070 424A360 3409.000 TON | 35.95000 122553.55| 33.03000 112599.27| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 150.000 TON | 39.40000 5910.00| 57.80000 8670.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 6197.000 TON | 32.60000 202022.20| 31.28000 193842.16| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B655 100.000 TON | 45.00000 4500.00| 57.55000 5755.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B659 680.000 TON | 34.65000 23562.00| 40.28000 27390.40| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030117020 COUNTIES : CLARKE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 430B000 250.000 TON | 22.25000 5562.50| 22.90000 5725.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0130 600A000 LUMP| 9500.00000 9500.00| 18661.07000 18661.07| Mobilization | | | 0140 652A057 5.000 ACRE| 493.80000 2469.00| 551.78000 2758.90| Seeding (Mix 3A) | | | 0150 656A000 5.000 ACRE| 493.80000 2469.00| 551.78000 2758.90| Mulching, Class A, Type 1 | | | 0160 665F000 200.000 EACH| 5.95000 1190.00| 6.14000 1228.00| Hay Bales | | | 0170 665J000 800.000 LF | 2.50000 2000.00| 3.17000 2536.00| Silt Fence, Type A | | | 0180 701C002 4.000 MILE| 330.95000 1323.80| 331.07000 1324.28| Broken Temporary Traffic Stripe (Paint) | | | 0190 701C003 31.000 MILE| 386.10000 11969.10| 386.25000 11973.75| Solid Temporary Traffic Stripe (Paint) | | | 0200 702A041 9.000 MILE| 4412.85000 39715.65| 4414.28000 39728.52| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 702A042 1.000 MILE| 1985.80000 1985.80| 1986.42000 1986.42| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702A043 8.000 MILE| 4412.85000 35302.80| 4414.28000 35314.24| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 703A002 160.000 SQFT| 2.75000 440.00| 2.76000 441.60| Traffic Control Markings, Class 2, Type | | | A | | | 0240 703D002 320.000 SQFT| 0.55000 176.00| 0.55000 176.00| Temporary Traffic Control Markings | | | (Paint) | | | 0250 705A032 61.000 EACH| 5.50000 335.50| 5.52000 336.72| Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 490.000 EACH| 5.50000 2695.00| 5.52000 2704.80| Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 602.000 SQFT| 10.90000 6561.80| 5.50000 3311.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20030117020 COUNTIES : CLARKE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 740E000 100.000 EACH| 1.20000 120.00| 5.00000 500.00| Cones (36 Inches High) | | | 0290 740M001 100.000 EACH| 1.20000 120.00| 4.00000 400.00| Ballast For Cone | | | 0300 740O000 1.000 EACH| 2285.45000 2285.45| 2006.07000 2006.07| Pilot Car | | | SECTION TOTALS | $ 570,720.90| $ 600,265.58| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 570,720.90| $ 600,265.58| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20030117022 COUNTIES : MARENGO LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0013(505) for constructing the Resurfacing and Traffic Stripe on S.R.#13 (U.S.#43) from MP 96.820 to MP 101.502 in Dixons Mill. Length - 4.682 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 799,919.90 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 822,343.54 102.8032% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 867,310.35 108.4246% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030117022 COUNTIES : MARENGO LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01023 |( 3 ) 23011 |MOBILE ASPHALT COMPANY, LLC |ASPHALT CONTRACTORS, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 1.000 EACH| 94.20000 94.20| 175.00000 175.00| 377.42000 377.42 Mailbox Reset, Single | | | 0020 210D000 4171.000 CUYD| 6.20000 25860.20| 8.25000 34410.75| 11.28000 47048.88 Borrow Excavation | | | 0030 401B100 65923.000 SQYD| 0.65000 42849.95| 0.58000 38235.34| 0.66000 43509.18 Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 405A000 4050.000 GAL | 0.90000 3645.00| 0.80000 3240.00| 1.15000 4657.50 Tack Coat | | | 0050 408A051 26738.000 SQYD| 0.50000 13369.00| 1.05000 28074.90| 0.84000 22459.92 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 410C000 1.000 EACH| 1561.25000 1561.25| 1800.00000 1800.00| 8764.34000 8764.34 Contractor Retained Profilograph | | | 0070 424A360 3709.000 TON | 37.00000 137233.00| 37.20000 137974.80| 34.95000 129629.55 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 1888.000 TON | 37.50000 70800.00| 39.20000 74009.60| 36.08000 68119.04 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 7010.000 TON | 34.00000 238340.00| 32.45000 227474.50| 35.24000 247032.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B655 400.000 TON | 40.00000 16000.00| 40.00000 16000.00| 57.69000 23076.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B659 3500.000 TON | 34.30000 120050.00| 36.50000 127750.00| 38.10000 133350.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 430B000 100.000 TON | 23.10000 2310.00| 32.00000 3200.00| 25.35000 2535.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030117022 COUNTIES : MARENGO LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01023 |( 3 ) 23011 |MOBILE ASPHALT COMPANY, LLC |ASPHALT CONTRACTORS, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 8200.00000 8200.00| 19100.00000 19100.00| 14268.58000 14268.58 Mobilization | | | 0140 652A057 3.000 ACRE| 493.85000 1481.55| 450.00000 1350.00| 554.16000 1662.48 Seeding (Mix 3A) | | | 0150 656A000 3.000 ACRE| 493.85000 1481.55| 450.00000 1350.00| 554.16000 1662.48 Mulching, Class A, Type 1 | | | 0160 665F000 200.000 EACH| 6.25000 1250.00| 8.00000 1600.00| 6.17000 1234.00 Hay Bales | | | 0170 665J000 800.000 LF | 2.30000 1840.00| 3.75000 3000.00| 3.99000 3192.00 Silt Fence, Type A | | | 0180 701C002 8.000 MILE| 375.10000 3000.80| 340.00000 2720.00| 376.83000 3014.64 Broken Temporary Traffic Stripe (Paint) | | | 0190 701C003 28.000 MILE| 419.25000 11739.00| 380.00000 10640.00| 421.16000 11792.48 Solid Temporary Traffic Stripe (Paint) | | | 0200 701G125 524.000 LF | 4.95000 2593.80| 4.50000 2358.00| 4.99000 2614.76 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G129 148.000 LF | 5.50000 814.00| 5.00000 740.00| 5.54000 819.92 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 228.000 LF | 6.05000 1379.40| 5.50000 1254.00| 6.10000 1390.80 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H001 752.000 LF | 1.10000 827.20| 1.00000 752.00| 1.11000 834.72 Solid Traffic Stripe Removed (Plastic) | | | 0240 701H006 148.000 LF | 1.10000 162.80| 1.00000 148.00| 1.11000 164.28 Broken Traffic Stripe Removed (Plastic) | | | 0250 702A041 10.000 MILE| 4385.55000 43855.50| 3975.00000 39750.00| 4405.58000 44055.80 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0260 702A042 4.000 MILE| 2201.05000 8804.20| 1995.00000 7980.00| 2211.10000 8844.40 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0270 702A043 5.000 MILE| 4385.55000 21927.75| 3975.00000 19875.00| 4405.58000 22027.90 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0280 702B011 64.000 LF | 2.20000 140.80| 2.00000 128.00| 2.22000 142.08 Dotted Profiled Traffic Stripe (6" Wide | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030117022 COUNTIES : MARENGO LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 01023 |( 3 ) 23011 |MOBILE ASPHALT COMPANY, LLC |ASPHALT CONTRACTORS, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703A002 517.000 SQFT| 2.10000 1085.70| 1.90000 982.30| 2.11000 1090.87 Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 149.000 SQFT| 3.10000 461.90| 2.80000 417.20| 3.10000 461.90 Traffic Control Legends, Class 2, Type | | | 0310 703D002 234.000 SQFT| 1.45000 339.30| 1.30000 304.20| 1.44000 336.96 Temporary Traffic Control Markings | | | (Paint) | | | 0320 703E002 104.000 SQFT| 1.45000 150.80| 1.30000 135.20| 1.44000 149.76 Temporary Traffic Control Legends | | | (Paint) | | | 0330 705A030 12.000 EACH| 5.80000 69.60| 5.25000 63.00| 5.82000 69.84 Pavement Markers, Class A-H, Type 2-C | | | 0340 705A032 215.000 EACH| 5.50000 1182.50| 5.00000 1075.00| 5.54000 1191.10 Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 325.000 EACH| 5.80000 1885.00| 5.25000 1706.25| 5.82000 1891.50 Pavement Markers, Class A-H, Type 2-D | | | 0360 705A038 64.000 EACH| 5.80000 371.20| 5.25000 336.00| 5.82000 372.48 Pavement Markers, Class A-H, Type 2-E | | | 0370 740B000 766.000 SQFT| 10.65000 8157.90| 10.75000 8234.50| 9.31000 7131.46 Construction Signs | | | 0380 740E000 200.000 EACH| 1.20000 240.00| 10.00000 2000.00| 11.65000 2330.00 Cones (36 Inches High) | | | 0390 740M001 200.000 EACH| 1.20000 240.00| 1.00000 200.00| 7.06000 1412.00 Ballast For Cone | | | 0400 740O000 1.000 EACH| 4125.05000 4125.05| 1800.00000 1800.00| 2591.93000 2591.93 Pilot Car | | | SECTION TOTALS | $ 799,919.90| $ 822,343.54| $ 867,310.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 799,919.90| $ 822,343.54| $ 867,310.35 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20030117023 COUNTIES : DALE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0027(500) for constructing the Resufacing and Traffic Stripe on STPAA-0249(500) S.R.#27 from U.S.#231 to near the east City Limits of Ozark and on S.R.#249 from U.S.#231 to S.R.#27 in Ozark. Length-4.269 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 599,345.85 100.0000% 2 01018 APAC-ALABAMA, INC. $ 605,781.73 101.0738% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030117023 COUNTIES : DALE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 5.000 EACH| 100.00000 500.00| 85.00000 425.00| Mailbox Reset, Single | | | 0020 401B108 82660.000 SQYD| 0.89000 73567.40| 0.74000 61168.40| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 720.000 GAL | 1.25000 900.00| 3.00000 2160.00| Tack Coat | | | 0040 408A052 86531.000 SQYD| 1.05000 90857.55| 0.90000 77877.90| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 7141.000 TON | 39.15000 279570.15| 40.00000 285640.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 1100.000 TON | 28.00000 30800.00| 42.00000 46200.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 600A000 LUMP| 35500.00000 35500.00| 48000.00000 48000.00| Mobilization | | | 0080 680A000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| Engineering Controls | | | 0090 701A028 10.000 MILE| 1293.50000 12935.00| 1300.00000 13000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A041 3.000 MILE| 910.43000 2731.29| 915.00000 2745.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701A046 3.000 MILE| 910.43000 2731.29| 915.00000 2745.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 8.000 MILE| 1492.50000 11940.00| 1500.00000 12000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 1000.000 LF | 0.72000 720.00| 0.72000 720.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030117023 COUNTIES : DALE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 5.000 MILE| 298.50000 1492.50| 300.00000 1500.00| Broken Temporary Traffic Stripe | | | 0150 701C001 17.000 MILE| 338.30000 5751.10| 340.00000 5780.00| Solid Temporary Traffic Stripe | | | 0160 701D007 2.000 MILE| 1293.50000 2587.00| 1300.00000 2600.00| Solid Traffic Stripe Removed (Paint) | | | 0170 701D008 2.000 MILE| 1293.50000 2587.00| 1300.00000 2600.00| Solid Traffic Stripe Removed (Plastic) | | | 0180 701D014 2.000 MILE| 1094.50000 2189.00| 1100.00000 2200.00| Broken Traffic Stripe Removed (Paint) | | | 0190 701D015 2.000 MILE| 1094.50000 2189.00| 1100.00000 2200.00| Broken Traffic Stripe Removed (Plastic) | | | 0200 703A002 3559.000 SQFT| 1.79000 6370.61| 1.80000 6406.20| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 1679.000 SQFT| 2.59000 4348.61| 2.60000 4365.40| Traffic Control Legends, Class 2, Type | | | 0220 703D001 2575.000 SQFT| 1.00000 2575.00| 1.00000 2575.00| Temporary Traffic Control Markings | | | 0230 703E001 1298.000 SQFT| 1.00000 1298.00| 1.00000 1298.00| Temporary Traffic Control Legends | | | 0240 705A030 65.000 EACH| 4.78000 310.70| 4.80000 312.00| Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 170.000 EACH| 4.58000 778.60| 4.60000 782.00| Pavement Markers, Class A-H, Type 1-A | | | 0260 705A037 635.000 EACH| 4.78000 3035.30| 4.80000 3048.00| Pavement Markers, Class A-H, Type 2-D | | | 0270 705A038 120.000 EACH| 4.78000 573.60| 4.80000 576.00| Pavement Markers, Class A-H, Type 2-E | | | 0280 740B000 1869.000 SQFT| 7.35000 13737.15| 7.35000 13737.15| Construction Signs | | | 0290 740E000 50.000 EACH| 17.00000 850.00| 4.00000 200.00| Cones (36 Inches High) | | | 0300 740M001 50.000 EACH| 8.00000 400.00| 2.00000 100.00| Ballast For Cone | | | 0310 740O000 1.000 EACH| 1500.00000 1500.00| 500.00000 500.00| Pilot Car | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030117023 COUNTIES : DALE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 741C010 2.000 EACH| 1260.00000 2520.00| 660.34000 1320.68| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 599,345.85| $ 605,781.73| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 599,345.85| $ 605,781.73| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPOA-0042(500) for constructing the Intersection Modifications on S.R.#42 (U.S.#98) at Main Street in Daphne. Length 0.240 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19058 S. J. & L., INC. $ 334,070.70 100.0000% 2 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 340,054.18 101.7911% 3 01073 ASPHALT SUPPLY, L.L.C. $ 341,092.00 102.1017% 4 23029 J. S. WALTON & COMPANY, INC. $ 343,199.64 102.7326% 5 23011 HOSEA O. WEAVER & SONS, INC. $ 364,891.68 109.2259% 6 13008 MOBILE ASPHALT COMPANY, LLC $ 373,454.75 111.7891% 7 20021 C. THORNTON, INC. $ 430,660.09 128.9129% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19058 |( 2 ) 23056 |( 3 ) 01073 |S. J. & L., INC. |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 6390.00000 6390.00| 12238.00000 12238.00| 16481.28000 16481.28 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206C002 44.000 SQYD| 6.30000 277.20| 6.54000 287.76| 7.00000 308.00 Removing Concrete Slope Paving | | | 0030 206C003 425.000 SQYD| 5.90000 2507.50| 5.05000 2146.25| 11.00000 4675.00 Removing Concrete Flumes | | | 0040 206D001 290.000 LF | 1.20000 348.00| 1.11000 321.90| 1.11000 321.90 Removing Guardrail | | | 0050 206D002 120.000 LF | 3.50000 420.00| 7.12000 854.40| 12.50000 1500.00 Removing Curb | | | 0060 206D003 88.000 LF | 3.50000 308.00| 7.33000 645.04| 12.50000 1100.00 Removing Curb And Gutter | | | 0070 206E008 5.000 EACH| 120.00000 600.00| 111.30000 556.50| 111.00000 555.00 Removing Guardrail End Anchor (All Type | | | 0080 210A000 1411.000 CUYD| 3.70000 5220.70| 6.70000 9453.70| 4.75000 6702.25 Unclassified Excavation | | | 0090 210D022 2728.000 CUYD| 6.50000 17732.00| 6.35000 17322.80| 8.90000 24279.20 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0100 214A000 127.000 CUYD| 8.00000 1016.00| 1.38000 175.26| 8.00000 1016.00 Structure Excavation | | | 0110 214B000 44.000 CUYD| 12.10000 532.40| 7.77000 341.88| 12.50000 550.00 Foundation Backfill, Local | | | 0120 214B001 52.000 CUYD| 59.65000 3101.80| 60.28000 3134.56| 39.00000 2028.00 Foundation Backfill, Commercial | | | 0130 230A000 9.000 RBST| 235.00000 2115.00| 624.92000 5624.28| 225.00000 2025.00 Roadbed Processing | | | 0140 301A012 2511.000 SQYD| 9.00000 22599.00| 9.99000 25084.89| 7.10000 17828.10 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 401A000 2511.000 SQYD| 1.00000 2511.00| 0.89000 2234.79| 0.45000 1129.95 Bituminous Treatment A | | | 0160 405A000 345.000 GAL | 2.00000 690.00| 2.34000 807.30| 1.55000 534.75 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19058 |( 2 ) 23056 |( 3 ) 01073 |S. J. & L., INC. |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A360 421.000 TON | 58.00000 24418.00| 57.43000 24178.03| 49.60000 20881.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424A363 100.000 TON | 65.00000 6500.00| 58.99000 5899.00| 51.00000 5100.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424A366 100.000 TON | 65.00000 6500.00| 58.99000 5899.00| 51.00000 5100.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 280.000 TON | 54.25000 15190.00| 56.32000 15769.60| 48.60000 13608.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B655 4.000 TON | 65.00000 260.00| 57.88000 231.52| 50.00000 200.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B681 280.000 TON | 54.25000 15190.00| 56.32000 15769.60| 48.60000 13608.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424C361 336.000 TON | 53.75000 18060.00| 55.76000 18735.36| 48.10000 16161.60 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 430B040 50.000 TON | 30.70000 1535.00| 30.66000 1533.00| 55.00000 2750.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0250 502A000 10200.000 LB | 0.50000 5100.00| 0.50000 5100.00| 0.54000 5508.00 Steel Reinforcement | | | 0260 524B011 66.000 CUYD| 344.00000 22704.00| 342.80000 22624.80| 638.00000 42108.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0270 530A001 84.000 LF | 32.70000 2746.80| 34.47000 2895.48| 30.00000 2520.00 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19058 |( 2 ) 23056 |( 3 ) 01073 |S. J. & L., INC. |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 530B013 110.000 LF | 45.60000 5016.00| 47.17000 5188.70| 41.00000 4510.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0290 600A000 LUMP| 32800.00000 32800.00| 13663.00000 13663.00| 23481.29000 23481.29 Mobilization | | | 0300 614A000 15.000 CUYD| 250.00000 3750.00| 250.43000 3756.45| 250.00000 3750.00 Slope Paving | | | 0310 621A000 1.000 EACH| 1565.00000 1565.00| 1030.45000 1030.45| 1900.00000 1900.00 Junction Boxes, Type 1, 1P Or 5 | | | 0320 621C027 1.000 EACH| 2235.00000 2235.00| 2226.00000 2226.00| 200.00000 200.00 Inlets, Type C | | | 0330 621D002 1.000 EACH| 390.00000 390.00| 389.55000 389.55| 306.00000 306.00 Inlet Units, Type C | | | 0340 623B000 151.000 LF | 9.50000 1434.50| 9.46000 1428.46| 12.23000 1846.73 Concrete Curb, Type N | | | 0350 623B001 81.000 LF | 46.80000 3790.80| 46.75000 3786.75| 44.45000 3600.45 Concrete Curb, Type N Special | | | 0360 623C000 66.000 LF | 11.15000 735.90| 11.13000 734.58| 13.34000 880.44 Combination Curb & Gutter, Type C | | | 0370 630A033 300.000 LF | 12.00000 3600.00| 12.02000 3606.00| 12.00000 3600.00 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0380 630C001 2.000 EACH| 840.00000 1680.00| 834.75000 1669.50| 834.00000 1668.00 Guardrail End Anchor, Type 8 | | | 0390 630C050 1.000 EACH| 1700.00000 1700.00| 1697.33000 1697.33| 1695.00000 1695.00 Guardrail End Anchor, Type 20 Series | | | 0400 641A036 418.000 LF | 25.75000 10763.50| 22.93000 9584.74| 22.90000 9572.20 8 Inch D. I. Water Main Laid | | | 0410 641D003 760.000 LB | 4.00000 3040.00| 5.29000 4020.40| 5.28000 4012.80 Ductile Iron Water Main Fitting | | | 0420 641E003 14.000 EACH| 98.00000 1372.00| 49.26000 689.64| 49.18000 688.52 8 Inch D.I. Retainer Gland | | | 0430 641F011 2.000 EACH| 2220.00000 4440.00| 3227.70000 6455.40| 3223.00000 6446.00 8 Inch X 8 Inch Tapping Valve & Sleeve | | | 0440 641G001 1.000 CUYD| 300.00000 300.00| 250.43000 250.43| 250.00000 250.00 Concrete For Water Mains (Thrust Blocks | | | 0450 650A000 346.000 CUYD| 17.00000 5882.00| 12.16000 4207.36| 15.00000 5190.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -5 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19058 |( 2 ) 23056 |( 3 ) 01073 |S. J. & L., INC. |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 652A061 1.000 ACRE| 900.00000 900.00| 832.63000 832.63| 500.00000 500.00 Seeding (Mix 3E) | | | 0470 654A001 221.000 SQYD| 4.00000 884.00| 4.51000 996.71| 6.00000 1326.00 Solid Sodding (Bermuda) | | | 0480 656A000 1.000 ACRE| 660.00000 660.00| 594.88000 594.88| 400.00000 400.00 Mulching, Class A, Type 1 | | | 0490 659A000 52.000 SQYD| 4.30000 223.60| 4.98000 258.96| 2.10000 109.20 Erosion Control Netting, Class A | | | 0500 665F000 220.000 EACH| 6.25000 1375.00| 10.79000 2373.80| 5.00000 1100.00 Hay Bales | | | 0510 665G000 320.000 EACH| 3.80000 1216.00| 7.66000 2451.20| 2.00000 640.00 Sand Bags | | | 0520 665I000 15.000 TON | 48.40000 726.00| 43.15000 647.25| 55.00000 825.00 Temporary Riprap, Class 2 | | | 0530 665J000 988.000 LF | 3.50000 3458.00| 4.61000 4554.68| 2.10000 2074.80 Silt Fence, Type A | | | 0540 665K000 20.000 CUYD| 13.30000 266.00| 8.14000 162.80| 12.00000 240.00 Drainage Sump Excavation | | | 0550 666A001 1.000 ACRE| 250.00000 250.00| 62.73000 62.73| 400.00000 400.00 Pest Control Treatment | | | 0560 680A000 LUMP| 1875.00000 1875.00| 7499.00000 7499.00| 4000.00000 4000.00 Engineering Controls | | | 0570 701A028 1.000 MILE| 1680.00000 1680.00| 1248.79000 1248.79| 1667.00000 1667.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0580 701A032 1.000 MILE| 1680.00000 1680.00| 1229.87000 1229.87| 1667.00000 1667.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0590 701A041 1.000 MILE| 950.00000 950.00| 790.23000 790.23| 945.00000 945.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0600 701A048 1.000 MILE| 1680.00000 1680.00| 1854.26000 1854.26| 1667.00000 1667.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0610 701B009 1517.000 LF | 0.60000 910.20| 0.56000 849.52| 0.56000 849.52 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -6 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19058 |( 2 ) 23056 |( 3 ) 01073 |S. J. & L., INC. |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 701C002 1.000 MILE| 560.00000 560.00| 473.03000 473.03| 556.00000 556.00 Broken Temporary Traffic Stripe (Paint) | | | 0630 701C003 1.000 MILE| 560.00000 560.00| 584.33000 584.33| 556.00000 556.00 Solid Temporary Traffic Stripe (Paint) | | | 0640 701D008 1.000 MILE| 1680.00000 1680.00| 1474.73000 1474.73| 1667.00000 1667.00 Solid Traffic Stripe Removed (Plastic) | | | 0650 701D015 1.000 MILE| 1335.00000 1335.00| 1246.56000 1246.56| 1334.00000 1334.00 Broken Traffic Stripe Removed (Plastic) | | | 0660 703A002 2408.000 SQFT| 2.75000 6622.00| 2.08000 5008.64| 2.78000 6694.24 Traffic Control Markings, Class 2, Type | | | A | | | 0670 703B002 157.000 SQFT| 3.40000 533.80| 2.89000 453.73| 3.34000 524.38 Traffic Control Legends, Class 2, Type | | | 0680 703D002 566.000 SQFT| 0.60000 339.60| 1.00000 566.00| 0.56000 316.96 Temporary Traffic Control Markings | | | (Paint) | | | 0690 705A022 49.000 EACH| 5.60000 274.40| 4.56000 223.44| 5.56000 272.44 Pavement Markers, Class C, Type 2-C | | | 0700 705A031 315.000 EACH| 5.60000 1764.00| 4.56000 1436.40| 5.56000 1751.40 Pavement Markers, Class A-H, Type 1-A | | | 0710 705A032 160.000 EACH| 5.60000 896.00| 4.56000 729.60| 5.56000 889.60 Pavement Markers, Class A-H, Type 1-B | | | 0720 705A037 24.000 EACH| 5.60000 134.40| 4.56000 109.44| 5.56000 133.44 Pavement Markers, Class A-H, Type 2-D | | | 0730 705A038 39.000 EACH| 5.60000 218.40| 4.56000 177.84| 5.56000 216.84 Pavement Markers, Class A-H, Type 2-E | | | 0740 710A115 44.000 SQFT| 15.80000 695.20| 15.80000 695.20| 15.78000 694.32 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0750 710A126 70.000 SQFT| 17.85000 1249.50| 17.81000 1246.70| 17.78000 1244.60 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0760 710B001 210.000 LF | 6.25000 1312.50| 6.23000 1308.30| 6.22000 1306.20 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -7 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19058 |( 2 ) 23056 |( 3 ) 01073 |S. J. & L., INC. |JOHN G. WALTON CONSTRUCTION |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 740B000 1070.000 SQFT| 10.00000 10700.00| 15.88000 16991.60| 8.10000 8667.00 Construction Signs | | | 0780 740D000 200.000 EACH| 34.00000 6800.00| 70.26000 14052.00| 27.00000 5400.00 Channelizing Drums | | | 0790 740E000 200.000 EACH| 11.00000 2200.00| 0.01000 2.00| 9.00000 1800.00 Cones (36 Inches High) | | | 0800 740F002 6.000 EACH| 220.00000 1320.00| 225.64000 1353.84| 180.00000 1080.00 Barricades, Type III | | | 0810 740I005 1.000 EACH| 175.00000 175.00| 71.13000 71.13| 135.00000 135.00 Warning Lights, Type B (Detachable Head | | | 0820 740M001 200.000 EACH| 4.50000 900.00| 0.01000 2.00| 2.70000 540.00 Ballast For Cone | | | 0830 740Q000 500.000 LF | 3.00000 1500.00| 1.88000 940.00| 2.25000 1125.00 Construction Safety Fence | | | 0840 741C010 2.000 EACH| 2250.00000 4500.00| 125.46000 250.92| 1800.00000 3600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 334,070.70| $ 340,054.18| $ 341,092.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 334,070.70| $ 340,054.18| $ 341,092.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -8 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 23011 |( 6 ) 13008 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 2457.47000 2457.47| 6444.94000 6444.94| 6807.70000 6807.70 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206C002 44.000 SQYD| 14.84000 652.96| 8.53000 375.32| 34.45000 1515.80 Removing Concrete Slope Paving | | | 0030 206C003 425.000 SQYD| 6.32000 2686.00| 8.53000 3625.25| 12.50000 5312.50 Removing Concrete Flumes | | | 0040 206D001 290.000 LF | 1.10000 319.00| 1.14000 330.60| 1.10000 319.00 Removing Guardrail | | | 0050 206D002 120.000 LF | 5.44000 652.80| 7.79000 934.80| 9.55000 1146.00 Removing Curb | | | 0060 206D003 88.000 LF | 13.97000 1229.36| 7.79000 685.52| 9.75000 858.00 Removing Curb And Gutter | | | 0070 206E008 5.000 EACH| 110.07000 550.35| 113.62000 568.10| 110.90000 554.50 Removing Guardrail End Anchor (All Type | | | 0080 210A000 1411.000 CUYD| 4.14000 5841.54| 4.47000 6307.17| 11.90000 16790.90 Unclassified Excavation | | | 0090 210D022 2728.000 CUYD| 5.65000 15413.20| 5.73000 15631.44| 7.80000 21278.40 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0100 214A000 127.000 CUYD| 8.73000 1108.71| 9.09000 1154.43| 39.80000 5054.60 Structure Excavation | | | 0110 214B000 44.000 CUYD| 13.50000 594.00| 11.36000 499.84| 53.65000 2360.60 Foundation Backfill, Local | | | 0120 214B001 52.000 CUYD| 50.82000 2642.64| 39.77000 2068.04| 29.50000 1534.00 Foundation Backfill, Commercial | | | 0130 230A000 9.000 RBST| 404.19000 3637.71| 260.23000 2342.07| 733.80000 6604.20 Roadbed Processing | | | 0140 301A012 2511.000 SQYD| 8.48000 21293.28| 9.84000 24708.24| 12.70000 31889.70 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 401A000 2511.000 SQYD| 0.94000 2360.34| 0.52000 1305.72| 0.70000 1757.70 Bituminous Treatment A | | | 0160 405A000 345.000 GAL | 2.46000 848.70| 1.20000 414.00| 1.10000 379.50 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -9 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 23011 |( 6 ) 13008 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A360 421.000 TON | 60.42000 25436.82| 57.37000 24152.77| 57.95000 24396.95 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424A363 100.000 TON | 62.06000 6206.00| 61.11000 6111.00| 69.35000 6935.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424A366 100.000 TON | 62.06000 6206.00| 83.56000 8356.00| 62.75000 6275.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 280.000 TON | 59.25000 16590.00| 48.45000 13566.00| 61.55000 17234.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B655 4.000 TON | 60.89000 243.56| 184.03000 736.12| 67.05000 268.20 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B681 280.000 TON | 59.25000 16590.00| 49.43000 13840.40| 62.40000 17472.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424C361 336.000 TON | 58.66000 19709.76| 46.65000 15674.40| 56.30000 18916.80 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 430B040 50.000 TON | 30.64000 1532.00| 32.65000 1632.50| 28.30000 1415.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0250 502A000 10200.000 LB | 0.50000 5100.00| 0.56000 5712.00| 0.50000 5100.00 Steel Reinforcement | | | 0260 524B011 66.000 CUYD| 339.01000 22374.66| 681.72000 44993.52| 343.35000 22661.10 Culvert Concrete Extension (Cast In | | | Place) | | | 0270 530A001 84.000 LF | 20.36000 1710.24| 24.42000 2051.28| 42.90000 3603.60 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -10 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 23011 |( 6 ) 13008 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 530B013 110.000 LF | 32.56000 3581.60| 41.44000 4558.40| 56.50000 6215.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0290 600A000 LUMP| 51715.01000 51715.01| 34166.93000 34166.93| 15000.00000 15000.00 Mobilization | | | 0300 614A000 15.000 CUYD| 247.65000 3714.75| 284.05000 4260.75| 250.80000 3762.00 Slope Paving | | | 0310 621A000 1.000 EACH| 1540.96000 1540.96| 1931.54000 1931.54| 1560.65000 1560.65 Junction Boxes, Type 1, 1P Or 5 | | | 0320 621C027 1.000 EACH| 2201.36000 2201.36| 2045.16000 2045.16| 2229.45000 2229.45 Inlets, Type C | | | 0330 621D002 1.000 EACH| 385.24000 385.24| 312.46000 312.46| 390.15000 390.15 Inlet Units, Type C | | | 0340 623B000 151.000 LF | 9.36000 1413.36| 12.50000 1887.50| 9.50000 1434.50 Concrete Curb, Type N | | | 0350 623B001 81.000 LF | 46.23000 3744.63| 45.45000 3681.45| 46.80000 3790.80 Concrete Curb, Type N Special | | | 0360 623C000 66.000 LF | 11.01000 726.66| 13.63000 899.58| 11.15000 735.90 Combination Curb & Gutter, Type C | | | 0370 630A033 300.000 LF | 11.89000 3567.00| 12.27000 3681.00| 12.00000 3600.00 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0380 630C001 2.000 EACH| 825.51000 1651.02| 852.15000 1704.30| 831.65000 1663.30 Guardrail End Anchor, Type 8 | | | 0390 630C050 1.000 EACH| 1678.54000 1678.54| 1732.71000 1732.71| 1690.95000 1690.95 Guardrail End Anchor, Type 20 Series | | | 0400 641A036 418.000 LF | 24.12000 10082.16| 23.41000 9785.38| 21.80000 9112.40 8 Inch D. I. Water Main Laid | | | 0410 641D003 760.000 LB | 5.56000 4225.60| 5.40000 4104.00| 5.30000 4028.00 Ductile Iron Water Main Fitting | | | 0420 641E003 14.000 EACH| 51.83000 725.62| 50.29000 704.06| 53.10000 743.40 8 Inch D.I. Retainer Gland | | | 0430 641F011 2.000 EACH| 3395.72000 6791.44| 3294.98000 6589.96| 5308.25000 10616.50 8 Inch X 8 Inch Tapping Valve & Sleeve | | | 0440 641G001 1.000 CUYD| 263.46000 263.46| 255.65000 255.65| 294.90000 294.90 Concrete For Water Mains (Thrust Blocks | | | 0450 650A000 346.000 CUYD| 12.71000 4397.66| 13.96000 4830.16| 14.35000 4965.10 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -11 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 23011 |( 6 ) 13008 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 652A061 1.000 ACRE| 937.68000 937.68| 568.10000 568.10| 766.75000 766.75 Seeding (Mix 3E) | | | 0470 654A001 221.000 SQYD| 2.74000 605.54| 4.54000 1003.34| 8.25000 1823.25 Solid Sodding (Bermuda) | | | 0480 656A000 1.000 ACRE| 643.19000 643.19| 568.10000 568.10| 766.75000 766.75 Mulching, Class A, Type 1 | | | 0490 659A000 52.000 SQYD| 1.12000 58.24| 14.23000 739.96| 4.70000 244.40 Erosion Control Netting, Class A | | | 0500 665F000 220.000 EACH| 4.09000 899.80| 6.12000 1346.40| 7.35000 1617.00 Hay Bales | | | 0510 665G000 320.000 EACH| 4.45000 1424.00| 2.86000 915.20| 3.00000 960.00 Sand Bags | | | 0520 665I000 15.000 TON | 38.35000 575.25| 42.07000 631.05| 61.65000 924.75 Temporary Riprap, Class 2 | | | 0530 665J000 988.000 LF | 4.48000 4426.24| 2.25000 2223.00| 3.35000 3309.80 Silt Fence, Type A | | | 0540 665K000 20.000 CUYD| 20.24000 404.80| 39.01000 780.20| 15.35000 307.00 Drainage Sump Excavation | | | 0550 666A001 1.000 ACRE| 234.19000 234.19| 39.77000 39.77| 88.45000 88.45 Pest Control Treatment | | | 0560 680A000 LUMP| 9228.97000 9228.97| 5961.71000 5961.71| 6905.40000 6905.40 Engineering Controls | | | 0570 701A028 1.000 MILE| 1659.81000 1659.81| 1274.81000 1274.81| 1672.10000 1672.10 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0580 701A032 1.000 MILE| 1659.81000 1659.81| 1255.51000 1255.51| 1672.10000 1672.10 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0590 701A041 1.000 MILE| 940.55000 940.55| 806.70000 806.70| 947.50000 947.50 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0600 701A048 1.000 MILE| 1659.81000 1659.81| 1892.91000 1892.91| 1672.10000 1672.10 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0610 701B009 1517.000 LF | 0.55000 834.35| 0.57000 864.69| 0.55000 834.35 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -12 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 23011 |( 6 ) 13008 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 701C002 1.000 MILE| 553.27000 553.27| 482.89000 482.89| 557.35000 557.35 Broken Temporary Traffic Stripe (Paint) | | | 0630 701C003 1.000 MILE| 553.27000 553.27| 596.51000 596.51| 557.35000 557.35 Solid Temporary Traffic Stripe (Paint) | | | 0640 701D008 1.000 MILE| 1659.81000 1659.81| 1505.47000 1505.47| 1672.10000 1672.10 Solid Traffic Stripe Removed (Plastic) | | | 0650 701D015 1.000 MILE| 1327.84000 1327.84| 1272.54000 1272.54| 1337.70000 1337.70 Broken Traffic Stripe Removed (Plastic) | | | 0660 703A002 2408.000 SQFT| 2.77000 6670.16| 2.12000 5104.96| 2.80000 6742.40 Traffic Control Markings, Class 2, Type | | | A | | | 0670 703B002 157.000 SQFT| 3.32000 521.24| 2.95000 463.15| 3.35000 525.95 Traffic Control Legends, Class 2, Type | | | 0680 703D002 566.000 SQFT| 0.55000 311.30| 1.02000 577.32| 0.55000 311.30 Temporary Traffic Control Markings | | | (Paint) | | | 0690 705A022 49.000 EACH| 5.53000 270.97| 4.66000 228.34| 5.55000 271.95 Pavement Markers, Class C, Type 2-C | | | 0700 705A031 315.000 EACH| 5.53000 1741.95| 4.66000 1467.90| 5.55000 1748.25 Pavement Markers, Class A-H, Type 1-A | | | 0710 705A032 160.000 EACH| 5.53000 884.80| 4.66000 745.60| 5.55000 888.00 Pavement Markers, Class A-H, Type 1-B | | | 0720 705A037 24.000 EACH| 5.53000 132.72| 4.66000 111.84| 5.55000 133.20 Pavement Markers, Class A-H, Type 2-D | | | 0730 705A038 39.000 EACH| 5.53000 215.67| 4.66000 181.74| 5.55000 216.45 Pavement Markers, Class A-H, Type 2-E | | | 0740 710A115 44.000 SQFT| 15.63000 687.72| 16.13000 709.72| 25.00000 1100.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0750 710A126 70.000 SQFT| 17.61000 1232.70| 18.18000 1272.60| 25.00000 1750.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0760 710B001 210.000 LF | 6.16000 1293.60| 6.36000 1335.60| 15.00000 3150.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -13 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23029 |( 5 ) 23011 |( 6 ) 13008 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 740B000 1070.000 SQFT| 5.54000 5927.80| 11.03000 11802.10| 10.05000 10753.50 Construction Signs | | | 0780 740D000 200.000 EACH| 11.17000 2234.00| 49.03000 9806.00| 33.45000 6690.00 Channelizing Drums | | | 0790 740E000 200.000 EACH| 2.42000 484.00| 11.03000 2206.00| 11.15000 2230.00 Cones (36 Inches High) | | | 0800 740F002 6.000 EACH| 63.29000 379.74| 1470.84000 8825.04| 222.95000 1337.70 Barricades, Type III | | | 0810 740I005 1.000 EACH| 161.26000 161.26| 226.75000 226.75| 167.20000 167.20 Warning Lights, Type B (Detachable Head | | | 0820 740M001 200.000 EACH| 1.34000 268.00| 7.35000 1470.00| 3.35000 670.00 Ballast For Cone | | | 0830 740Q000 500.000 LF | 1.23000 615.00| 2.10000 1050.00| 2.80000 1400.00 Construction Safety Fence | | | 0840 741C010 2.000 EACH| 1243.71000 2487.42| 612.85000 1225.70| 2229.45000 4458.90 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 343,199.64| $ 364,891.68| $ 373,454.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 343,199.64| $ 364,891.68| $ 373,454.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -14 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 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| 10000.00000 10000.00| | Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206C002 44.000 SQYD| 8.00000 352.00| | Removing Concrete Slope Paving | | | 0030 206C003 425.000 SQYD| 8.00000 3400.00| | Removing Concrete Flumes | | | 0040 206D001 290.000 LF | 1.20000 348.00| | Removing Guardrail | | | 0050 206D002 120.000 LF | 4.00000 480.00| | Removing Curb | | | 0060 206D003 88.000 LF | 5.00000 440.00| | Removing Curb And Gutter | | | 0070 206E008 5.000 EACH| 125.00000 625.00| | Removing Guardrail End Anchor (All Type | | | 0080 210A000 1411.000 CUYD| 5.50000 7760.50| | Unclassified Excavation | | | 0090 210D022 2728.000 CUYD| 8.30000 22642.40| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0100 214A000 127.000 CUYD| 8.00000 1016.00| | Structure Excavation | | | 0110 214B000 44.000 CUYD| 10.00000 440.00| | Foundation Backfill, Local | | | 0120 214B001 52.000 CUYD| 35.00000 1820.00| | Foundation Backfill, Commercial | | | 0130 230A000 9.000 RBST| 360.00000 3240.00| | Roadbed Processing | | | 0140 301A012 2511.000 SQYD| 11.10000 27872.10| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 401A000 2511.000 SQYD| 1.20000 3013.20| | Bituminous Treatment A | | | 0160 405A000 345.000 GAL | 3.00000 1035.00| | Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -15 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20021 |( ) |( ) |C. THORNTON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A360 421.000 TON | 88.60000 37300.60| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424A363 100.000 TON | 36.00000 3600.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424A366 100.000 TON | 166.90000 16690.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 280.000 TON | 84.75000 23730.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B655 4.000 TON | 35.00000 140.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B681 280.000 TON | 86.00000 24080.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424C361 336.000 TON | 97.10000 32625.60| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 430B040 50.000 TON | 35.00000 1750.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0250 502A000 10200.000 LB | 0.49000 4998.00| | Steel Reinforcement | | | 0260 524B011 66.000 CUYD| 600.00000 39600.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0270 530A001 84.000 LF | 34.00000 2856.00| | 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -16 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20021 |( ) |( ) |C. THORNTON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 530B013 110.000 LF | 50.00000 5500.00| | 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0290 600A000 LUMP| 20000.00000 20000.00| | Mobilization | | | 0300 614A000 15.000 CUYD| 250.00000 3750.00| | Slope Paving | | | 0310 621A000 1.000 EACH| 1700.00000 1700.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0320 621C027 1.000 EACH| 1800.00000 1800.00| | Inlets, Type C | | | 0330 621D002 1.000 EACH| 275.00000 275.00| | Inlet Units, Type C | | | 0340 623B000 151.000 LF | 11.00000 1661.00| | Concrete Curb, Type N | | | 0350 623B001 81.000 LF | 40.00000 3240.00| | Concrete Curb, Type N Special | | | 0360 623C000 66.000 LF | 12.00000 792.00| | Combination Curb & Gutter, Type C | | | 0370 630A033 300.000 LF | 13.00000 3900.00| | Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0380 630C001 2.000 EACH| 900.00000 1800.00| | Guardrail End Anchor, Type 8 | | | 0390 630C050 1.000 EACH| 1830.00000 1830.00| | Guardrail End Anchor, Type 20 Series | | | 0400 641A036 418.000 LF | 20.00000 8360.00| | 8 Inch D. I. Water Main Laid | | | 0410 641D003 760.000 LB | 3.85000 2926.00| | Ductile Iron Water Main Fitting | | | 0420 641E003 14.000 EACH| 70.00000 980.00| | 8 Inch D.I. Retainer Gland | | | 0430 641F011 2.000 EACH| 2820.00000 5640.00| | 8 Inch X 8 Inch Tapping Valve & Sleeve | | | 0440 641G001 1.000 CUYD| 200.00000 200.00| | Concrete For Water Mains (Thrust Blocks | | | 0450 650A000 346.000 CUYD| 16.00000 5536.00| | Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -17 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20021 |( ) |( ) |C. THORNTON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 652A061 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 3E) | | | 0470 654A001 221.000 SQYD| 6.00000 1326.00| | Solid Sodding (Bermuda) | | | 0480 656A000 1.000 ACRE| 1000.00000 1000.00| | Mulching, Class A, Type 1 | | | 0490 659A000 52.000 SQYD| 5.10000 265.20| | Erosion Control Netting, Class A | | | 0500 665F000 220.000 EACH| 5.00000 1100.00| | Hay Bales | | | 0510 665G000 320.000 EACH| 4.20000 1344.00| | Sand Bags | | | 0520 665I000 15.000 TON | 58.00000 870.00| | Temporary Riprap, Class 2 | | | 0530 665J000 988.000 LF | 5.10000 5038.80| | Silt Fence, Type A | | | 0540 665K000 20.000 CUYD| 15.00000 300.00| | Drainage Sump Excavation | | | 0550 666A001 1.000 ACRE| 600.00000 600.00| | Pest Control Treatment | | | 0560 680A000 LUMP| 6000.00000 6000.00| | Engineering Controls | | | 0570 701A028 1.000 MILE| 1350.00000 1350.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0580 701A032 1.000 MILE| 1350.00000 1350.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0590 701A041 1.000 MILE| 875.00000 875.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0600 701A048 1.000 MILE| 2000.00000 2000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0610 701B009 1517.000 LF | 0.75000 1137.75| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -18 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20021 |( ) |( ) |C. THORNTON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 701C002 1.000 MILE| 510.00000 510.00| | Broken Temporary Traffic Stripe (Paint) | | | 0630 701C003 1.000 MILE| 630.00000 630.00| | Solid Temporary Traffic Stripe (Paint) | | | 0640 701D008 1.000 MILE| 1600.00000 1600.00| | Solid Traffic Stripe Removed (Plastic) | | | 0650 701D015 1.000 MILE| 1344.00000 1344.00| | Broken Traffic Stripe Removed (Plastic) | | | 0660 703A002 2408.000 SQFT| 2.25000 5418.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0670 703B002 157.000 SQFT| 3.12000 489.84| | Traffic Control Legends, Class 2, Type | | | 0680 703D002 566.000 SQFT| 1.10000 622.60| | Temporary Traffic Control Markings | | | (Paint) | | | 0690 705A022 49.000 EACH| 5.00000 245.00| | Pavement Markers, Class C, Type 2-C | | | 0700 705A031 315.000 EACH| 5.00000 1575.00| | Pavement Markers, Class A-H, Type 1-A | | | 0710 705A032 160.000 EACH| 5.00000 800.00| | Pavement Markers, Class A-H, Type 1-B | | | 0720 705A037 24.000 EACH| 5.00000 120.00| | Pavement Markers, Class A-H, Type 2-D | | | 0730 705A038 39.000 EACH| 5.00000 195.00| | Pavement Markers, Class A-H, Type 2-E | | | 0740 710A115 44.000 SQFT| 18.00000 792.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0750 710A126 70.000 SQFT| 20.00000 1400.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0760 710B001 210.000 LF | 6.75000 1417.50| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 024 -19 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030117024 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20021 |( ) |( ) |C. THORNTON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0770 740B000 1070.000 SQFT| 15.00000 16050.00| | Construction Signs | | | 0780 740D000 200.000 EACH| 65.00000 13000.00| | Channelizing Drums | | | 0790 740E000 200.000 EACH| 12.00000 2400.00| | Cones (36 Inches High) | | | 0800 740F002 6.000 EACH| 275.00000 1650.00| | Barricades, Type III | | | 0810 740I005 1.000 EACH| 200.00000 200.00| | Warning Lights, Type B (Detachable Head | | | 0820 740M001 200.000 EACH| 7.00000 1400.00| | Ballast For Cone | | | 0830 740Q000 500.000 LF | 3.00000 1500.00| | Construction Safety Fence | | | 0840 741C010 2.000 EACH| 5000.00000 10000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 430,660.09| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 430,660.09| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20030117025 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 06/01/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : BR-0074(500) for constructing the Bridge Replacement on S.R.#74 (U.S.#278) (WBR) at Little Cove Creek west of Hokes Bluff. Length 0.055 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,026,940.25 100.0000% 2 13099 MCINNIS, LLC $ 1,063,693.00 103.5789% 3 13036 THE MORRIS GROUP, INC. $ 1,200,286.60 116.8799% 4 19007 SCOTT BRIDGE COMPANY, INC. $ 1,797,141.00 174.9996% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030117025 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13099 |( 3 ) 13036 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 100000.00000 100000.00| 25000.00000 25000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station STA. | | | 138+26 | | | 0020 210A000 4427.000 CUYD| 5.75000 25455.25| 5.00000 22135.00| 10.00000 44270.00 Unclassified Excavation | | | 0030 502A000 94700.000 LB | 0.50000 47350.00| 0.75000 71025.00| 0.50000 47350.00 Steel Reinforcement | | | 0040 502B000 LUMP| 60000.00000 60000.00| 90000.00000 90000.00| 61000.00000 61000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 136+78, APPROX. | | | 119200 LBS. | | | 0050 506A003 105.000 LF | 215.00000 22575.00| 220.00000 23100.00| 152.25000 15986.25 Drilled Shaft Excavation, 5'-0" Diamete | | | 0060 506A005 94.000 LF | 110.00000 10340.00| 110.00000 10340.00| 73.50000 6909.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0070 506B001 60.000 LF | 425.00000 25500.00| 450.00000 27000.00| 178.50000 10710.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0080 506B004 180.000 LF | 425.00000 76500.00| 450.00000 81000.00| 451.50000 81270.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0090 506C020 60.000 LF | 55.00000 3300.00| 55.00000 3300.00| 42.00000 2520.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS2 Concrete | | | 0100 506C021 94.000 LF | 55.00000 5170.00| 55.00000 5170.00| 55.65000 5231.10 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | 0110 506C023 180.000 LF | 55.00000 9900.00| 55.00000 9900.00| 92.40000 16632.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0120 506C024 105.000 LF | 55.00000 5775.00| 55.00000 5775.00| 115.50000 12127.50 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS2 Concrete | | | 0130 506F006 105.000 LF | 210.00000 22050.00| 225.00000 23625.00| 141.75000 14883.75 Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030117025 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13099 |( 3 ) 13036 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC |THE MORRIS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506G003 2.000 EACH| 1075.00000 2150.00| 100.00000 200.00| 3675.00000 7350.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0150 508A000 10060.000 LB | 2.50000 25150.00| 4.00000 40240.00| 2.00000 20120.00 Structural Steel | | | 0160 510A000 214.000 CUYD| 300.00000 64200.00| 500.00000 107000.00| 600.00000 128400.00 Bridge Substructure Concrete, Class A | | | 0170 510C001 LUMP| 170000.00000 170000.00| 201000.00000 201000.00| 280000.00000 280000.00 Bridge Concrete Superstructure STA | | | 136+78, APPROX. 402 CU. YD. | | | 0180 510E000 1500.000 SQYD| 2.50000 3750.00| 4.00000 6000.00| 1.80000 2700.00 Grooving Concrete Bridge Decks | | | 0190 511A001 70.000 EACH| 150.00000 10500.00| 100.00000 7000.00| 125.00000 8750.00 Elastomeric Bearings, Type 2 | | | 0200 513B003 457.000 LF | 70.00000 31990.00| 60.00000 27420.00| 75.00000 34275.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0210 513B005 1567.000 LF | 105.00000 164535.00| 89.00000 139463.00| 106.00000 166102.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0220 600A000 LUMP| 100800.00000 100800.00| 79000.00000 79000.00| 115000.00000 115000.00 Mobilization | | | 0230 610C001 1000.000 TON | 30.00000 30000.00| 32.00000 32000.00| 22.00000 22000.00 Loose Riprap, Class 2 | | | 0240 610D000 1000.000 SQYD| 2.00000 2000.00| 3.00000 3000.00| 2.00000 2000.00 Filter Blanket | | | 0250 665F000 100.000 EACH| 5.00000 500.00| 8.00000 800.00| 5.00000 500.00 Hay Bales | | | 0260 665J000 1500.000 LF | 3.50000 5250.00| 8.00000 12000.00| 4.00000 6000.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| 37000.00000 37000.00 Engineering Controls | | | 0280 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,026,940.25| $ 1,063,693.00| $ 1,200,286.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,026,940.25| $ 1,063,693.00| $ 1,200,286.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030117025 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |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| 85000.00000 85000.00| | Removal Of Old Bridge, Station STA. | | | 138+26 | | | 0020 210A000 4427.000 CUYD| 8.00000 35416.00| | Unclassified Excavation | | | 0030 502A000 94700.000 LB | 0.50000 47350.00| | Steel Reinforcement | | | 0040 502B000 LUMP| 75000.00000 75000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA 136+78, APPROX. | | | 119200 LBS. | | | 0050 506A003 105.000 LF | 200.00000 21000.00| | Drilled Shaft Excavation, 5'-0" Diamete | | | 0060 506A005 94.000 LF | 105.00000 9870.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0070 506B001 60.000 LF | 420.00000 25200.00| | Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0080 506B004 180.000 LF | 420.00000 75600.00| | Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0090 506C020 60.000 LF | 50.00000 3000.00| | Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS2 Concrete | | | 0100 506C021 94.000 LF | 50.00000 4700.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | 0110 506C023 180.000 LF | 50.00000 9000.00| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0120 506C024 105.000 LF | 50.00000 5250.00| | Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS2 Concrete | | | 0130 506F006 105.000 LF | 210.00000 22050.00| | Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030117025 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506G003 2.000 EACH| 1050.00000 2100.00| | Crosshole Sonic Logging, 4'-6" Diameter | | | 0150 508A000 10060.000 LB | 3.00000 30180.00| | Structural Steel | | | 0160 510A000 214.000 CUYD| 650.00000 139100.00| | Bridge Substructure Concrete, Class A | | | 0170 510C001 LUMP| 745000.00000 745000.00| | Bridge Concrete Superstructure STA | | | 136+78, APPROX. 402 CU. YD. | | | 0180 510E000 1500.000 SQYD| 2.80000 4200.00| | Grooving Concrete Bridge Decks | | | 0190 511A001 70.000 EACH| 125.00000 8750.00| | Elastomeric Bearings, Type 2 | | | 0200 513B003 457.000 LF | 65.00000 29705.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0210 513B005 1567.000 LF | 110.00000 172370.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0220 600A000 LUMP| 180000.00000 180000.00| | Mobilization | | | 0230 610C001 1000.000 TON | 26.00000 26000.00| | Loose Riprap, Class 2 | | | 0240 610D000 1000.000 SQYD| 3.00000 3000.00| | Filter Blanket | | | 0250 665F000 100.000 EACH| 11.00000 1100.00| | Hay Bales | | | 0260 665J000 1500.000 LF | 4.00000 6000.00| | Silt Fence, Type A | | | 0270 680A000 LUMP| 30000.00000 30000.00| | Engineering Controls | | | 0280 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,797,141.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,797,141.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20030117026 COUNTIES : MOBILE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPAA-0119(501) for constructing the Concrete Pavement on U.S.#43 at S.R.#158 in Saraland. Length 0.234 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16024 PEAVY CONSTRUCTION COMPANY, INC. $ 895,854.34 100.0000% 2 08085 H D CONSTRUCTION, INC. $ 930,526.50 103.8703% 3 01001 ABRAMSON, LLC $ 940,562.25 104.9905% 4 20021 C. THORNTON, INC. $ 1,213,513.15 135.4588% 5 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,241,349.20 138.5660% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030117026 COUNTIES : MOBILE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16024 |( 2 ) 08085 |( 3 ) 01001 |PEAVY CONSTRUCTION CO., INC |H D CONSTRUCTION, INC. |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D002 667.000 LF | 6.00000 4002.00| 3.00000 2001.00| 7.32000 4882.44 Removing Curb | | | 0020 210D022 1330.000 CUYD| 8.94000 11890.20| 8.10000 10773.00| 7.97000 10600.10 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0030 301A012 72.000 SQYD| 33.51000 2412.72| 4.00000 288.00| 29.55000 2127.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0040 405A000 146.000 GAL | 3.91000 570.86| 4.00000 584.00| 1.20000 175.20 Tack Coat | | | 0050 408A056 5856.000 SQYD| 5.00000 29280.00| 5.50000 32208.00| 3.00000 17568.00 Planing Existing Pavement | | | (Approximately 5.10" Thru 6.0" Thick) | | | 0060 424A360 244.000 TON | 72.61000 17716.84| 68.00000 16592.00| 95.50000 23302.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B655 100.000 TON | 61.44000 6144.00| 32.00000 3200.00| 231.75000 23175.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 1243.000 TON | 61.44000 76369.92| 58.00000 72094.00| 54.92000 68265.56 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B040 101.000 TON | 33.51000 3384.51| 32.00000 3232.00| 32.90000 3322.90 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0100 450A001 6934.000 SQYD| 63.00000 436842.00| 75.00000 520050.00| 67.00000 464578.00 Plain Cement Concrete Pavement, 10 | | | Inches Thick | | | 0110 450F000 1.000 EACH| 1600.00000 1600.00| 500.00000 500.00| 500.00000 500.00 Stae Furnished Profilograph | | | 0120 600A000 LUMP| 90000.00000 90000.00| 85000.00000 85000.00| 112027.00000 112027.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030117026 COUNTIES : MOBILE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16024 |( 2 ) 08085 |( 3 ) 01001 |PEAVY CONSTRUCTION CO., INC |H D CONSTRUCTION, INC. |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 623B001 190.000 LF | 44.68000 8489.20| 10.00000 1900.00| 35.00000 6650.00 Concrete Curb, Type N Special | | | 0140 623B012 477.000 LF | 12.00000 5724.00| 11.00000 5247.00| 10.00000 4770.00 Concrete Curb, Type N (Modified) | | | 0150 650A000 525.000 CUYD| 16.76000 8799.00| 11.00000 5775.00| 17.66000 9271.50 Topsoil | | | 0160 652A061 1.000 ACRE| 1660.00000 1660.00| 500.00000 500.00| 618.00000 618.00 Seeding (Mix 3E) | | | 0170 656A000 1.000 ACRE| 1660.00000 1660.00| 500.00000 500.00| 618.00000 618.00 Mulching, Class A, Type 1 | | | 0180 665F000 250.000 EACH| 5.00000 1250.00| 4.00000 1000.00| 17.00000 4250.00 Hay Bales | | | 0190 665J000 2100.000 LF | 4.00000 8400.00| 1.75000 3675.00| 3.20000 6720.00 Silt Fence, Type A | | | 0200 666A001 1.000 ACRE| 1000.00000 1000.00| 28.00000 28.00| 37.00000 37.00 Pest Control Treatment | | | 0210 680A000 LUMP| 18000.00000 18000.00| 12500.00000 12500.00| 12000.00000 12000.00 Engineering Controls | | | 0220 701A061 1.000 MILE| 7260.00000 7260.00| 6500.00000 6500.00| 8030.00000 8030.00 Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0230 701A065 1.000 MILE| 20665.00000 20665.00| 19500.00000 19500.00| 22853.00000 22853.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701A069 1.000 MILE| 7260.00000 7260.00| 6500.00000 6500.00| 8030.00000 8030.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701A073 1.000 MILE| 20665.00000 20665.00| 18500.00000 18500.00| 22853.00000 22853.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701B016 1103.000 LF | 4.47000 4930.41| 5.00000 5515.00| 4.95000 5459.85 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0270 701C000 1.000 MILE| 586.00000 586.00| 550.00000 550.00| 618.00000 618.00 Broken Temporary Traffic Stripe | | | 0280 701C001 1.000 MILE| 586.00000 586.00| 550.00000 550.00| 618.00000 618.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030117026 COUNTIES : MOBILE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16024 |( 2 ) 08085 |( 3 ) 01001 |PEAVY CONSTRUCTION CO., INC |H D CONSTRUCTION, INC. |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703A010 1733.000 SQFT| 14.63000 25353.79| 13.50000 23395.50| 15.45000 26774.85 Traffic Control Markings,Class 3W,Type | | | 0300 703B010 68.000 SQFT| 22.34000 1519.12| 21.00000 1428.00| 24.70000 1679.60 Traffic Control Legends,Class 3W,Type A | | | 0310 705A030 450.000 EACH| 6.14000 2763.00| 6.00000 2700.00| 6.80000 3060.00 Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 31.000 EACH| 6.14000 190.34| 6.00000 186.00| 6.80000 210.80 Pavement Markers, Class A-H, Type 1-A | | | 0330 705A037 34.000 EACH| 6.14000 208.76| 6.00000 204.00| 6.80000 231.20 Pavement Markers, Class A-H, Type 2-D | | | 0340 705A038 30.000 EACH| 6.14000 184.20| 6.00000 180.00| 6.80000 204.00 Pavement Markers, Class A-H, Type 2-E | | | 0350 730U005 LUMP| 40000.00000 40000.00| 34000.00000 34000.00| 32885.00000 32885.00 Furnishing And Installing Video | | | Detection System | | | 0360 740B000 1219.000 SQFT| 8.38000 10215.22| 9.00000 10971.00| 10.00000 12190.00 Construction Signs | | | 0370 740C000 50.000 SQFT| 11.73000 586.50| 9.50000 475.00| 11.12000 556.00 Special Construction Signs | | | 0380 740D000 75.000 EACH| 55.85000 4188.75| 56.00000 4200.00| 74.12000 5559.00 Channelizing Drums | | | 0390 740E000 50.000 EACH| 8.94000 447.00| 9.50000 475.00| 12.23000 611.50 Cones (36 Inches High) | | | 0400 740F002 27.000 EACH| 225.00000 6075.00| 175.00000 4725.00| 216.20000 5837.40 Barricades, Type III | | | 0410 740I005 27.000 EACH| 125.00000 3375.00| 75.00000 2025.00| 148.25000 4002.75 Warning Lights, Type B (Detachable Head | | | 0420 740M001 50.000 EACH| 5.00000 250.00| 6.00000 300.00| 7.40000 370.00 Ballast For Cone | | | 0430 741C010 2.000 EACH| 1675.00000 3350.00| 5000.00000 10000.00| 1235.00000 2470.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 895,854.34| $ 930,526.50| $ 940,562.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 895,854.34| $ 930,526.50| $ 940,562.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 026 -5 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030117026 COUNTIES : MOBILE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20021 |( 5 ) 07003 |( ) |C. THORNTON, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D002 667.000 LF | 8.50000 5669.50| 5.00000 3335.00| Removing Curb | | | 0020 210D022 1330.000 CUYD| 9.25000 12302.50| 18.00000 23940.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0030 301A012 72.000 SQYD| 40.00000 2880.00| 33.00000 2376.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0040 405A000 146.000 GAL | 1.50000 219.00| 5.20000 759.20| Tack Coat | | | 0050 408A056 5856.000 SQYD| 3.50000 20496.00| 6.50000 38064.00| Planing Existing Pavement | | | (Approximately 5.10" Thru 6.0" Thick) | | | 0060 424A360 244.000 TON | 110.00000 26840.00| 84.00000 20496.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B655 100.000 TON | 265.00000 26500.00| 97.00000 9700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 1243.000 TON | 63.00000 78309.00| 71.00000 88253.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B040 101.000 TON | 40.00000 4040.00| 44.00000 4444.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0100 450A001 6934.000 SQYD| 75.35000 522476.90| 74.00000 513116.00| Plain Cement Concrete Pavement, 10 | | | Inches Thick | | | 0110 450F000 1.000 EACH| 500.00000 500.00| 2800.00000 2800.00| Stae Furnished Profilograph | | | 0120 600A000 LUMP| 285000.00000 285000.00| 270000.00000 270000.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 026 -6 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030117026 COUNTIES : MOBILE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20021 |( 5 ) 07003 |( ) |C. THORNTON, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 623B001 190.000 LF | 50.00000 9500.00| 43.00000 8170.00| Concrete Curb, Type N Special | | | 0140 623B012 477.000 LF | 25.00000 11925.00| 15.00000 7155.00| Concrete Curb, Type N (Modified) | | | 0150 650A000 525.000 CUYD| 20.25000 10631.25| 15.00000 7875.00| Topsoil | | | 0160 652A061 1.000 ACRE| 725.00000 725.00| 650.00000 650.00| Seeding (Mix 3E) | | | 0170 656A000 1.000 ACRE| 725.00000 725.00| 650.00000 650.00| Mulching, Class A, Type 1 | | | 0180 665F000 250.000 EACH| 20.00000 5000.00| 5.00000 1250.00| Hay Bales | | | 0190 665J000 2100.000 LF | 3.75000 7875.00| 5.00000 10500.00| Silt Fence, Type A | | | 0200 666A001 1.000 ACRE| 50.00000 50.00| 54.00000 54.00| Pest Control Treatment | | | 0210 680A000 LUMP| 12000.00000 12000.00| 75000.00000 75000.00| Engineering Controls | | | 0220 701A061 1.000 MILE| 7800.00000 7800.00| 6200.00000 6200.00| Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0230 701A065 1.000 MILE| 22200.00000 22200.00| 18000.00000 18000.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 701A069 1.000 MILE| 7800.00000 7800.00| 6200.00000 6200.00| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701A073 1.000 MILE| 22200.00000 22200.00| 18000.00000 18000.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701B016 1103.000 LF | 5.00000 5515.00| 4.00000 4412.00| Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0270 701C000 1.000 MILE| 600.00000 600.00| 475.00000 475.00| Broken Temporary Traffic Stripe | | | 0280 701C001 1.000 MILE| 600.00000 600.00| 475.00000 475.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 026 -7 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030117026 COUNTIES : MOBILE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20021 |( 5 ) 07003 |( ) |C. THORNTON, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 703A010 1733.000 SQFT| 15.00000 25995.00| 12.00000 20796.00| Traffic Control Markings,Class 3W,Type | | | 0300 703B010 68.000 SQFT| 24.00000 1632.00| 19.00000 1292.00| Traffic Control Legends,Class 3W,Type A | | | 0310 705A030 450.000 EACH| 6.60000 2970.00| 7.00000 3150.00| Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 31.000 EACH| 6.60000 204.60| 7.00000 217.00| Pavement Markers, Class A-H, Type 1-A | | | 0330 705A037 34.000 EACH| 6.60000 224.40| 7.00000 238.00| Pavement Markers, Class A-H, Type 2-D | | | 0340 705A038 30.000 EACH| 6.60000 198.00| 7.00000 210.00| Pavement Markers, Class A-H, Type 2-E | | | 0350 730U005 LUMP| 38000.00000 38000.00| 43000.00000 43000.00| Furnishing And Installing Video | | | Detection System | | | 0360 740B000 1219.000 SQFT| 10.00000 12190.00| 8.00000 9752.00| Construction Signs | | | 0370 740C000 50.000 SQFT| 13.00000 650.00| 14.00000 700.00| Special Construction Signs | | | 0380 740D000 75.000 EACH| 65.00000 4875.00| 62.00000 4650.00| Channelizing Drums | | | 0390 740E000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| Cones (36 Inches High) | | | 0400 740F002 27.000 EACH| 250.00000 6750.00| 250.00000 6750.00| Barricades, Type III | | | 0410 740I005 27.000 EACH| 135.00000 3645.00| 135.00000 3645.00| Warning Lights, Type B (Detachable Head | | | 0420 740M001 50.000 EACH| 6.00000 300.00| 6.00000 300.00| Ballast For Cone | | | 0430 741C010 2.000 EACH| 2500.00000 5000.00| 1900.00000 3800.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,213,513.15| $ 1,241,349.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,213,513.15| $ 1,241,349.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20030117027 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0182(500) for constructing the Resurfacing and Traffic Stripe on S.R.#182 from West 1st Avenue to Gulf State Park in Gulf Shores. Length - 2.702 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 644,642.10 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 650,301.53 100.8779% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030117027 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 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 405A000 5451.000 GAL | 0.95000 5178.45| 1.14000 6214.14| Tack Coat | | | 0020 408A053 2001.000 SQYD| 3.35000 6703.35| 1.50000 3001.50| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0030 424A361 10220.000 TON | 37.90000 387338.00| 38.47000 393163.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A363 50.000 TON | 40.00000 2000.00| 55.56000 2778.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424A366 500.000 TON | 40.85000 20425.00| 53.41000 26705.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B651 250.000 TON | 44.65000 11162.50| 88.24000 22060.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 428B000 28533.000 LF | 0.05000 1426.65| 0.03000 855.99| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0080 600A000 LUMP| 7700.00000 7700.00| 12981.09000 12981.09| Mobilization | | | 0090 622A002 8.000 EACH| 410.00000 3280.00| 0.00000 0.00| Manhole Covers Reset (Sanitary) | | | 0100 622A004 54.000 EACH| 122.00000 6588.00| 0.00000 0.00| Manhole Covers Reset (Riser Ring Method | | | 0110 643B000 26.000 EACH| 193.40000 5028.40| 0.00000 0.00| Valve Boxes Reset | | | 0120 701C000 12.000 MILE| 331.50000 3978.00| 326.79000 3921.48| Broken Temporary Traffic Stripe | | | 0130 701C001 12.000 MILE| 386.75000 4641.00| 381.26000 4575.12| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030117027 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 702A040 6.000 MILE| 1989.10000 11934.60| 1960.74000 11764.44| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A041 18.000 MILE| 4420.20000 79563.60| 4357.20000 78429.60| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A042 6.000 MILE| 1989.10000 11934.60| 1960.74000 11764.44| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 6.000 MILE| 4420.20000 26521.20| 4357.20000 26143.20| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 1182.000 LF | 0.85000 1004.70| 0.82000 969.24| Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A002 7433.000 SQFT| 2.50000 18582.50| 2.45000 18210.85| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 673.000 SQFT| 3.10000 2086.30| 3.05000 2052.65| Traffic Control Legends, Class 2, Type | | | 0210 703D001 6297.000 SQFT| 0.55000 3463.35| 0.54000 3400.38| Temporary Traffic Control Markings | | | 0220 705A030 390.000 EACH| 5.55000 2164.50| 5.45000 2125.50| Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 373.000 EACH| 5.55000 2070.15| 5.45000 2032.85| Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 487.000 EACH| 5.55000 2702.85| 5.45000 2654.15| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 575.000 EACH| 5.55000 3191.25| 5.45000 3133.75| Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 125.000 EACH| 5.55000 693.75| 5.45000 681.25| Pavement Markers, Class A-H, Type 2-E | | | 0270 740B000 575.000 SQFT| 11.60000 6670.00| 9.85000 5663.75| Construction Signs | | | 0280 740D000 100.000 EACH| 12.90000 1290.00| 25.00000 2500.00| Channelizing Drums | | | 0290 740E000 200.000 EACH| 12.40000 2480.00| 5.00000 1000.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20030117027 COUNTIES : BALDWIN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740M001 200.000 EACH| 7.75000 1550.00| 2.50000 500.00| Ballast For Cone | | | 0310 741C010 2.000 EACH| 644.70000 1289.40| 509.88000 1019.76| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 644,642.10| $ 650,301.53| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 644,642.10| $ 650,301.53| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20030117028 COUNTIES : MADISON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-0201(531) for constructing the Bridge Replacement including Drainage and Guardrail on Winchester Road at Mountain Fork Creek just north of New Market. Length 0.134 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 762,847.00 100.0000% 2 13058 J. W. MARKHAM & SON, INC. $ 932,416.54 122.2285% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030117028 COUNTIES : MADISON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 13058 |( ) |MILLER & MILLER, INC. |J. W. MARKHAM & SON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A001 LUMP| 30850.00000 30850.00| 60000.00000 60000.00| Removal Of Old Bridge, Station 23+41.04 | | | 0020 210F002 95.000 TON | 28.00000 2660.00| 20.00000 1900.00| Borrow Excavation (Underwater Backfill) | | | (ALDOT #57) | | | 0030 214A000 131.000 CUYD| 45.00000 5895.00| 5.00000 655.00| Structure Excavation | | | 0040 214B001 150.000 CUYD| 16.00000 2400.00| 30.00000 4500.00| Foundation Backfill, Commercial | | | 0050 215A000 533.000 CUYD| 49.00000 26117.00| 18.00000 9594.00| Unclassified Bridge Excavation | | | 0060 215B000 LUMP| 18500.00000 18500.00| 100000.00000 100000.00| Cofferdams Or Sheeting And Shoring, | | | Station 23+44.31 | | | 0070 502A000 89046.000 LB | 0.50000 44523.00| 0.59000 52537.14| Steel Reinforcement | | | 0080 502B000 LUMP| 52800.00000 52800.00| 35000.00000 35000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 23+44.31, | | | Approx. 60,238 LBS. | | | 0090 508A000 8828.000 LB | 2.75000 24277.00| 3.40000 30015.20| Structural Steel | | | 0100 510A000 426.000 CUYD| 275.00000 117150.00| 318.00000 135468.00| Bridge Substructure Concrete, Class A | | | 0110 510C051 LUMP| 138000.00000 138000.00| 100000.00000 100000.00| Bridge Concrete Superstructure, Station | | | 23+44.31, Approx. 266 CU.YDS. | | | 0120 510E000 960.000 SQYD| 2.30000 2208.00| 2.50000 2400.00| Grooving Concrete Bridge Decks | | | 0130 511A001 120.000 EACH| 56.00000 6720.00| 75.00000 9000.00| Elastomeric Bearings, Type 2 | | | 0140 513B010 2353.000 LF | 54.00000 127062.00| 83.00000 195299.00| Pretensioned-Prestressed Concrete | | | Girders, Type 1,(Modified )(Speciality | | | Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030117028 COUNTIES : MADISON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 13058 |( ) |MILLER & MILLER, INC. |J. W. MARKHAM & SON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A012 88.000 CUYD| 300.00000 26400.00| 790.00000 69520.00| Culvert Concrete (Precast) | | | 0160 529A010 156.000 SQFT| 36.00000 5616.00| 60.00000 9360.00| Retaining Wall | | | 0170 530A001 48.000 LF | 26.00000 1248.00| 24.00000 1152.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0180 533A099 96.000 LF | 32.00000 3072.00| 30.00000 2880.00| 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0190 600A000 LUMP| 56100.00000 56100.00| 25000.00000 25000.00| Mobilization | | | 0200 610C001 1080.000 TON | 19.00000 20520.00| 21.00000 22680.00| Loose Riprap, Class 2 | | | 0210 610D002 740.000 SQYD| 1.75000 1295.00| 5.00000 3700.00| Filter Blanket, Geotextile (Non-Woven) | | | 0220 621C017 2.000 EACH| 3100.00000 6200.00| 3000.00000 6000.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0230 623C000 643.000 LF | 10.00000 6430.00| 11.00000 7073.00| Combination Curb & Gutter, Type C | | | 0240 630A001 200.000 LF | 20.00000 4000.00| 18.00000 3600.00| Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C001 2.000 EACH| 610.00000 1220.00| 600.00000 1200.00| Guardrail End Anchor, Type 8 | | | 0260 630C003 4.000 EACH| 920.00000 3680.00| 900.00000 3600.00| Guardrail End Anchor, Type 13 | | | 0270 630C050 4.000 EACH| 1618.00000 6472.00| 1600.00000 6400.00| Guardrail End Anchor, Type 20 Series | | | 0280 665F000 25.000 EACH| 9.50000 237.50| 6.00000 150.00| Hay Bales | | | 0290 665J000 430.000 LF | 5.75000 2472.50| 3.00000 1290.00| Silt Fence, Type A | | | 0300 680A000 LUMP| 12500.00000 12500.00| 26500.00000 26500.00| Engineering Controls | | | 0310 740B000 366.000 SQFT| 8.50000 3111.00| 7.70000 2818.20| Construction Signs | | | 0320 740F002 9.000 EACH| 204.00000 1836.00| 200.00000 1800.00| Barricades, Type III | | | 0330 740I005 5.000 EACH| 255.00000 1275.00| 265.00000 1325.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 762,847.00| $ 932,416.54| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 762,847.00| $ 932,416.54| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20030117030 COUNTIES : BARBOUR LETTING DATE : 01/17/03 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0300(205) for constructing the Bridge Replacement (Precast) on Woody Johnson Road over South Fork Cowikee Creek tributary north of Zion Hill Church. Length - 0.012 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 144,272.00 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 146,847.00 101.7848% 3 13021 MURPHREE BRIDGE CORPORATION $ 152,000.00 105.3565% 4 13099 MCINNIS, LLC $ 182,360.00 126.4001% 5 23071 WARRIOR CONSTRUCTORS, INC. $ 221,660.00 153.6403% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030117030 COUNTIES : BARBOUR LETTING DATE : 01/17/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 14005 |( 3 ) 13021 |F & W CONSTRUCTION CO., INC |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210A000 100.000 CUYD| 2.00000 200.00| 5.00000 500.00| 8.00000 800.00 Unclassified Excavation | | | 0020 502A000 32.000 LB | 1.00000 32.00| 1.00000 32.00| 2.50000 80.00 Steel Reinforcement | | | 0030 505M000 960.000 LF | 10.00000 9600.00| 20.00000 19200.00| 17.00000 16320.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 507A000 2.000 EACH| 2400.00000 4800.00| 2000.00000 4000.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 4.000 CUYD| 1000.00000 4000.00| 400.00000 1600.00| 500.00000 2000.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 33.000 EACH| 80.00000 2640.00| 75.00000 2475.00| 50.00000 1650.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3000.00000 6000.00| 3000.00000 6000.00| 3800.00000 7600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 1.000 EACH| 3000.00000 3000.00| 6300.00000 6300.00| 3750.00000 3750.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 12.000 EACH| 3000.00000 36000.00| 2800.00000 33600.00| 3000.00000 36000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 4.000 EACH| 3000.00000 12000.00| 2900.00000 11600.00| 3300.00000 13200.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 3000.00000 12000.00| 2900.00000 11600.00| 3160.00000 12640.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512E002 16.000 EACH| 750.00000 12000.00| 600.00000 9600.00| 850.00000 13600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0130 512F002 8.000 EACH| 750.00000 6000.00| 800.00000 6400.00| 950.00000 7600.00 Precast Concrete Wing Panels, Type W3 | | | 0140 512G000 4.000 EACH| 750.00000 3000.00| 700.00000 2800.00| 935.00000 3740.00 Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030117030 COUNTIES : BARBOUR LETTING DATE : 01/17/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 14005 |( 3 ) 13021 |F & W CONSTRUCTION CO., INC |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 17000.00000 17000.00| 20000.00000 20000.00| 16380.00000 16380.00 Mobilization | | | 0160 630C003 4.000 EACH| 1500.00000 6000.00| 910.00000 3640.00| 910.00000 3640.00 Guardrail End Anchor, Type 13 | | | 0170 630C070 4.000 EACH| 2000.00000 8000.00| 1250.00000 5000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0180 680A000 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 4000.00000 4000.00 Engineering Controls | | | SECTION TOTALS | $ 144,272.00| $ 146,847.00| $ 152,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 144,272.00| $ 146,847.00| $ 152,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030117030 COUNTIES : BARBOUR LETTING DATE : 01/17/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 23071 |( ) |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210A000 100.000 CUYD| 8.00000 800.00| 15.00000 1500.00| Unclassified Excavation | | | 0020 502A000 32.000 LB | 5.00000 160.00| 10.00000 320.00| Steel Reinforcement | | | 0030 505M000 960.000 LF | 16.00000 15360.00| 25.00000 24000.00| Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 507A000 2.000 EACH| 2000.00000 4000.00| 4000.00000 8000.00| Wire Rope Abutment Anchor Assembly | | | 0050 510A000 4.000 CUYD| 500.00000 2000.00| 850.00000 3400.00| Bridge Substructure Concrete, Class A | | | 0060 511A000 33.000 EACH| 80.00000 2640.00| 100.00000 3300.00| Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3000.00000 6000.00| 4000.00000 8000.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0090 512C004 12.000 EACH| 6000.00000 72000.00| 4000.00000 48000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 4.000 EACH| 3000.00000 12000.00| 4000.00000 16000.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 4000.00000 16000.00| 4000.00000 16000.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512E002 16.000 EACH| 500.00000 8000.00| 500.00000 8000.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0130 512F002 8.000 EACH| 750.00000 6000.00| 500.00000 4000.00| Precast Concrete Wing Panels, Type W3 | | | 0140 512G000 4.000 EACH| 600.00000 2400.00| 500.00000 2000.00| Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 030 -5 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030117030 COUNTIES : BARBOUR LETTING DATE : 01/17/03 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 23071 |( ) |MCINNIS, LLC |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 14000.00000 14000.00| 59000.00000 59000.00| Mobilization | | | 0160 630C003 4.000 EACH| 1500.00000 6000.00| 910.00000 3640.00| Guardrail End Anchor, Type 13 | | | 0170 630C070 4.000 EACH| 1500.00000 6000.00| 1250.00000 5000.00| Guardrail End Anchor, Type 10 Series | | | 0180 680A000 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| Engineering Controls | | | SECTION TOTALS | $ 182,360.00| $ 221,660.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 182,360.00| $ 221,660.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20030117031 COUNTIES : BLOUNT LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-0500(207) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Rocky Hollow Road/Hinds Road over Browns Creek north of Brooksville. Length - 0.273 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 372,598.07 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030117031 COUNTIES : BLOUNT LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 5 ) 23071 |( ) |WHITAKER CONTRACTING CORPOR |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| 8000.00000 8000.00| | Clearing & Grubbing (Approximately | | | Approximately 4 Acres) | | | 0020 206A000 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 7+06.46 | | | 0030 206D000 32.000 LF | 10.00000 320.00| | Removing Pipe | | | 0040 210A000 2245.000 CUYD| 4.82000 10820.90| | Unclassified Excavation | | | 0050 210D023 2007.000 CUYD| 7.13000 14309.91| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0060 214A000 807.000 CUYD| 12.00000 9684.00| | Structure Excavation | | | 0070 214B001 156.000 CUYD| 12.00000 1872.00| | Foundation Backfill, Commercial | | | 0080 230A000 9.000 RBST| 200.00000 1800.00| | Roadbed Processing | | | 0090 305B060 12.000 TON | 20.00000 240.00| | Crushed Aggregate, Section 825, ALDOT | | | #8910, For Miscellaneous Use | | | 0100 401A000 2500.000 SQYD| 0.60000 1500.00| | Bituminous Treatment A | | | 0110 405A000 250.000 GAL | 2.50000 625.00| | Tack Coat | | | 0120 408A052 1220.000 SQYD| 2.45000 2989.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0130 429A221 310.000 TON | 40.26000 12480.60| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0140 429A226 125.000 TON | 48.00000 6000.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030117031 COUNTIES : BLOUNT LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 5 ) 23071 |( ) |WHITAKER CONTRACTING CORPOR |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 429B222 700.000 TON | 35.36000 24752.00| | Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0160 429B233 110.000 TON | 44.45000 4889.50| | Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0170 429C221 420.000 TON | 35.36000 14851.20| | Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range B | | | 0180 430B003 100.000 TON | 9.00000 900.00| | Aggregate Surfacing (ALDOT#57) | | | 0190 502A000 36362.000 LB | 0.50000 18181.00| | Steel Reinforcement | | | 0200 524A011 171.000 CUYD| 425.00000 72675.00| | Culvert Concrete (Cast In Place) | | | 0210 535A080 64.000 LF | 25.00000 1600.00| | 18" Side Drain Pipe (Class 3 R.C.) | | | 0220 600A000 LUMP| 35000.00000 35000.00| | Mobilization | | | 0230 602A000 18.000 EACH| 110.00000 1980.00| | Right Of Way Markers | | | 0240 606A000 100.000 LF | 6.00000 600.00| | 6" Underdrain Pipe | | | 0250 610C001 208.000 TON | 25.00000 5200.00| | Loose Riprap, Class 2 | | | 0260 610D000 169.000 SQYD| 4.50000 760.50| | Filter Blanket | | | 0270 619A126 4.000 EACH| 1000.00000 4000.00| | 18" Side Drain Pipe End Treatment, | | | Class 2 | | | 0280 620A000 24.000 CUYD| 300.00000 7200.00| | Minor Structure Concrete | | | 0290 629A004 122.000 LF | 50.00000 6100.00| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030117031 COUNTIES : BLOUNT LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 5 ) 23071 |( ) |WHITAKER CONTRACTING CORPOR |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 630A001 100.000 LF | 10.50000 1050.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0310 630C003 4.000 EACH| 1050.00000 4200.00| | Guardrail End Anchor, Type 13 | | | 0320 630C070 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 10 Series | | | 0330 637A001 2370.000 LF | 5.00000 11850.00| | Fence Reset (Includes All Types) | | | 0340 641A034 240.000 LF | 28.00000 6720.00| | 6 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 0350 641A049 1465.000 LF | 16.70000 24465.50| | 6 Inch P.V.C. Water Main Laid | | | 0360 649A024 170.000 LF | 65.00000 11050.00| | 14 Inch Encasement Pipe, Type 1 | | | Installation | | | 0370 650B000 704.000 CUYD| 10.24000 7208.96| | Topsoil From Stockpiles | | | 0380 652A053 4.000 ACRE| 475.00000 1900.00| | Seeding (Mix 1E) | | | 0390 656A000 4.000 ACRE| 420.00000 1680.00| | Mulching, Class A, Type 1 | | | 0400 658A001 1.000 ACRE| 1050.00000 1050.00| | Hydro-Seeding & Mulching (Mix 1E) | | | 0410 665A000 4.000 ACRE| 370.00000 1480.00| | Temporary Seeding | | | 0420 665B000 4.000 ACRE| 370.00000 1480.00| | Temporary Mulching | | | 0430 665F000 30.000 EACH| 8.00000 240.00| | Hay Bales | | | 0440 665J000 1989.000 LF | 3.00000 5967.00| | Silt Fence, Type A | | | 0450 680A000 LUMP| 6000.00000 6000.00| | Engineering Controls | | | 0460 701A030 1.000 MILE| 800.00000 800.00| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030117031 COUNTIES : BLOUNT LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 5 ) 23071 |( ) |WHITAKER CONTRACTING CORPOR |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 701A034 1.000 MILE| 800.00000 800.00| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0480 701A044 1.000 MILE| 800.00000 800.00| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0490 707B004 4.000 EACH| 185.00000 740.00| | Type B Hazard Marker Installation | | | 0500 740B000 154.000 SQFT| 9.00000 1386.00| | Construction Signs | | | 0510 740F002 4.000 EACH| 300.00000 1200.00| | Barricades, Type III | | | 0520 740I005 4.000 EACH| 450.00000 1800.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 372,598.07| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 372,598.07| $ 221,660.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20030117032 COUNTIES : CALHOUN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0800(209) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on McCullars Lane over Cedar Creek near Ohatchee. Length - 0.084 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12019 LEVERETT CONSTRUCTION COMPANY $ 262,999.70 100.0000% 2 16048 WALKER PATTON COMPANY, INC. $ 298,486.97 113.4933% 3 01001 ABRAMSON, LLC $ 303,583.35 115.4311% 4 16032 PRICHARD CONSTRUCTION COMPANY $ 375,857.55 142.9118% 5 08085 H D CONSTRUCTION, INC. $ 474,891.50 180.5673% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030117032 COUNTIES : CALHOUN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 16048 |( 3 ) 01001 |LEVERETT CONSTRUCTION COMPA |WALKER PATTON COMPANY, INC. |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 1000.00000 1000.00| 17000.00000 17000.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 14500.00000 14500.00 Removal Of Old Bridge, Station 12+89.53 | | | 0030 210A000 182.000 CUYD| 15.00000 2730.00| 8.00000 1456.00| 20.00000 3640.00 Unclassified Excavation | | | 0040 210D001 668.000 CUYD| 12.50000 8350.00| 4.50000 3006.00| 15.00000 10020.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 316.000 CUYD| 6.00000 1896.00| 50.00000 15800.00| 20.00000 6320.00 Structure Excavation | | | 0060 214B001 474.000 CUYD| 9.00000 4266.00| 21.88000 10371.12| 25.00000 11850.00 Foundation Backfill, Commercial | | | 0070 230A000 5.000 RBST| 300.00000 1500.00| 800.00000 4000.00| 1060.50000 5302.50 Roadbed Processing | | | 0080 301A012 975.000 SQYD| 9.93000 9681.75| 8.50000 8287.50| 10.50000 10237.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 975.000 SQYD| 2.00000 1950.00| 0.90000 877.50| 1.00000 975.00 Bituminous Treatment A | | | 0100 405A000 36.000 GAL | 5.00000 180.00| 1.15000 41.40| 1.25000 45.00 Tack Coat | | | 0110 424A340 91.000 TON | 76.70000 6979.70| 83.70000 7616.70| 80.50000 7325.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 165.000 TON | 53.53000 8832.45| 60.50000 9982.50| 56.20000 9273.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 39.000 TON | 25.00000 975.00| 1.00000 39.00| 15.00000 585.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 80753.000 LB | 0.60000 48451.80| 0.50000 40376.50| 0.45000 36338.85 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030117032 COUNTIES : CALHOUN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 16048 |( 3 ) 01001 |LEVERETT CONSTRUCTION COMPA |WALKER PATTON COMPANY, INC. |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A011 406.000 CUYD| 290.00000 117740.00| 297.00000 120582.00| 325.00000 131950.00 Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 24720.00000 24720.00| 31925.00000 31925.00| 24425.00000 24425.00 Mobilization | | | 0170 610C001 245.000 TON | 23.00000 5635.00| 23.00000 5635.00| 15.00000 3675.00 Loose Riprap, Class 2 | | | 0180 610D000 194.000 SQYD| 3.00000 582.00| 2.50000 485.00| 3.00000 582.00 Filter Blanket | | | 0190 650A000 200.000 CUYD| 15.00000 3000.00| 0.01000 2.00| 40.00000 8000.00 Topsoil | | | 0200 652A053 1.000 ACRE| 750.00000 750.00| 850.00000 850.00| 790.00000 790.00 Seeding (Mix 1E) | | | 0210 656A000 1.000 ACRE| 750.00000 750.00| 850.00000 850.00| 790.00000 790.00 Mulching, Class A, Type 1 | | | 0220 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0230 665J000 250.000 LF | 3.00000 750.00| 1.00000 250.00| 2.00000 500.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 1500.00000 1500.00| 4500.00000 4500.00| 2500.00000 2500.00 Engineering Controls | | | 0250 701A031 1.000 MILE| 500.00000 500.00| 900.00000 900.00| 2050.00000 2050.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0260 701A035 1.000 MILE| 500.00000 500.00| 1100.00000 1100.00| 2575.00000 2575.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0270 701C001 1.000 MILE| 500.00000 500.00| 300.00000 300.00| 550.00000 550.00 Solid Temporary Traffic Stripe | | | 0280 703A002 30.000 SQFT| 10.00000 300.00| 2.00000 60.00| 11.00000 330.00 Traffic Control Markings, Class 2, Type | | | A | | | 0290 705A037 12.000 EACH| 10.00000 120.00| 4.25000 51.00| 11.00000 132.00 Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 141.000 SQFT| 10.00000 1410.00| 7.75000 1092.75| 8.00000 1128.00 Construction Signs | | | 0310 740F002 8.000 EACH| 200.00000 1600.00| 300.00000 2400.00| 163.00000 1304.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030117032 COUNTIES : CALHOUN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12019 |( 2 ) 16048 |( 3 ) 01001 |LEVERETT CONSTRUCTION COMPA |WALKER PATTON COMPANY, INC. |ABRAMSON, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740I005 4.000 EACH| 150.00000 600.00| 225.00000 900.00| 160.00000 640.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 262,999.70| $ 298,486.97| $ 303,583.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 262,999.70| $ 298,486.97| $ 303,583.35 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030117032 COUNTIES : CALHOUN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 08085 |( ) |PRICHARD CONSTRUCTION COMPA |H D CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 15000.00000 15000.00| 128200.00000 128200.00| Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| Removal Of Old Bridge, Station 12+89.53 | | | 0030 210A000 182.000 CUYD| 15.00000 2730.00| 2.00000 364.00| Unclassified Excavation | | | 0040 210D001 668.000 CUYD| 12.00000 8016.00| 6.50000 4342.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 316.000 CUYD| 10.00000 3160.00| 6.10000 1927.60| Structure Excavation | | | 0060 214B001 474.000 CUYD| 30.00000 14220.00| 22.00000 10428.00| Foundation Backfill, Commercial | | | 0070 230A000 5.000 RBST| 1500.00000 7500.00| 950.00000 4750.00| Roadbed Processing | | | 0080 301A012 975.000 SQYD| 12.00000 11700.00| 11.50000 11212.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 975.000 SQYD| 1.25000 1218.75| 3.00000 2925.00| Bituminous Treatment A | | | 0100 405A000 36.000 GAL | 3.00000 108.00| 6.00000 216.00| Tack Coat | | | 0110 424A340 91.000 TON | 80.00000 7280.00| 76.00000 6916.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 165.000 TON | 60.00000 9900.00| 53.76000 8870.40| Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 39.000 TON | 80.00000 3120.00| 55.00000 2145.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 80753.000 LB | 0.60000 48451.80| 0.50000 40376.50| Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030117032 COUNTIES : CALHOUN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 08085 |( ) |PRICHARD CONSTRUCTION COMPA |H D CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 524A011 406.000 CUYD| 420.00000 170520.00| 325.00000 131950.00| Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 20000.00000 20000.00| 55000.00000 55000.00| Mobilization | | | 0170 610C001 245.000 TON | 30.00000 7350.00| 20.00000 4900.00| Loose Riprap, Class 2 | | | 0180 610D000 194.000 SQYD| 6.00000 1164.00| 2.00000 388.00| Filter Blanket | | | 0190 650A000 200.000 CUYD| 10.00000 2000.00| 5.40000 1080.00| Topsoil | | | 0200 652A053 1.000 ACRE| 1000.00000 1000.00| 605.00000 605.00| Seeding (Mix 1E) | | | 0210 656A000 1.000 ACRE| 1000.00000 1000.00| 421.00000 421.00| Mulching, Class A, Type 1 | | | 0220 665F000 50.000 EACH| 8.00000 400.00| 4.50000 225.00| Hay Bales | | | 0230 665J000 250.000 LF | 8.00000 2000.00| 2.75000 687.50| Silt Fence, Type A | | | 0240 680A000 LUMP| 6000.00000 6000.00| 12500.00000 12500.00| Engineering Controls | | | 0250 701A031 1.000 MILE| 2300.00000 2300.00| 2000.00000 2000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0260 701A035 1.000 MILE| 2300.00000 2300.00| 2800.00000 2800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0270 701C001 1.000 MILE| 800.00000 800.00| 550.00000 550.00| Solid Temporary Traffic Stripe | | | 0280 703A002 30.000 SQFT| 12.00000 360.00| 11.00000 330.00| Traffic Control Markings, Class 2, Type | | | A | | | 0290 705A037 12.000 EACH| 12.00000 144.00| 11.00000 132.00| Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 141.000 SQFT| 15.00000 2115.00| 10.00000 1410.00| Construction Signs | | | 0310 740F002 8.000 EACH| 350.00000 2800.00| 240.00000 1920.00| Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030117032 COUNTIES : CALHOUN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 08085 |( ) |PRICHARD CONSTRUCTION COMPA |H D CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740I005 4.000 EACH| 300.00000 1200.00| 80.00000 320.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 375,857.55| $ 474,891.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 375,857.55| $ 474,891.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20030117033 COUNTIES : CALHOUN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-0802(200) for constructing the Resurfacing and Traffic Stripe on Jennifer Lane from the Cleburne county line to Mellon Bridge Road east of Oxford. Length - 1.631 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 194,565.85 100.0000% 2 01018 APAC-ALABAMA, INC. $ 208,534.39 107.1793% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030117033 COUNTIES : CALHOUN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01018 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B108 22934.000 SQYD| 0.65000 14907.10| 0.95000 21787.30| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 1000.000 GAL | 1.10000 1100.00| 1.10000 1100.00| Tack Coat | | | 0030 424A340 1437.000 TON | 35.00000 50295.00| 35.83000 51487.71| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 150.000 TON | 35.00000 5250.00| 41.43000 6214.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B636 2523.000 TON | 27.00000 68121.00| 31.39000 79196.97| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0060 424B640 75.000 TON | 65.00000 4875.00| 73.62000 5521.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 430B043 1210.000 TON | 15.50000 18755.00| 16.13000 19517.30| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 16880.00000 16880.00| 7409.00000 7409.00| Mobilization | | | 0090 701A031 4.000 MILE| 900.00000 3600.00| 987.00000 3948.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 2.000 MILE| 1100.00000 2200.00| 1113.00000 2226.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 2.000 MILE| 650.00000 1300.00| 630.00000 1260.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20030117033 COUNTIES : CALHOUN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01018 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701C000 4.000 MILE| 280.00000 1120.00| 357.00000 1428.00| Broken Temporary Traffic Stripe | | | 0130 701C001 4.000 MILE| 320.00000 1280.00| 399.00000 1596.00| Solid Temporary Traffic Stripe | | | 0140 703A002 42.000 SQFT| 2.00000 84.00| 5.25000 220.50| Traffic Control Markings, Class 2, Type | | | A | | | 0150 705A032 54.000 EACH| 4.25000 229.50| 5.25000 283.50| Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 161.000 EACH| 4.25000 684.25| 5.51000 887.11| Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 200.000 SQFT| 12.50000 2500.00| 8.08000 1616.00| Construction Signs | | | 0180 740O000 1.000 EACH| 1385.00000 1385.00| 2835.00000 2835.00| Pilot Car | | | SECTION TOTALS | $ 194,565.85| $ 208,534.39| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 194,565.85| $ 208,534.39| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20030117034 COUNTIES : CHEROKEE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1000(208) for constructing the Resurfacing and Traffic Stripe on STPNU-1000(209) various county roads as indicated on the plans. Length STPNU-1006(200) 7.499 mi. OTHERS SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 629,145.76 100.0000% 2 03052 CASH CONSTRUCTION COMPANY $ 664,329.87 105.5924% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 674,746.80 107.2481% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030117034 COUNTIES : CHEROKEE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03052 |( 3 ) 13022 |GOOD HOPE CONTRACTING CO., |CASH CONSTRUCTION COMPANY |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 305A040 3900.000 CUYD| 9.60000 37440.00| 8.00000 31200.00| 10.00000 39000.00 Soil Aggregate, Section 823, Chert or | | | Red Dog, for miscellaneous use | | | 0020 401B108 86592.000 SQYD| 0.62000 53687.04| 0.61000 52821.12| 0.65000 56284.80 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 2625.000 GAL | 1.10000 2887.50| 0.79000 2073.75| 1.50000 3937.50 Tack Coat | | | 0040 424A341 6050.000 TON | 34.33000 207696.50| 37.09000 224394.50| 37.50000 226875.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 650.000 TON | 32.75000 21287.50| 35.34000 22971.00| 37.50000 24375.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424A361 1450.000 TON | 34.33000 49778.50| 36.44000 52838.00| 35.50000 51475.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 150.000 TON | 34.75000 5212.50| 34.94000 5241.00| 37.50000 5625.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B636 2388.000 TON | 29.23000 69801.24| 33.66000 80380.08| 33.00000 78804.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0090 424B651 1678.000 TON | 29.23000 49047.94| 34.94000 58629.32| 31.50000 52857.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424C351 540.000 TON | 31.49000 17004.60| 44.86000 24224.40| 36.50000 19710.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030117034 COUNTIES : CHEROKEE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03052 |( 3 ) 13022 |GOOD HOPE CONTRACTING CO., |CASH CONSTRUCTION COMPANY |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 424C371 270.000 TON | 31.49000 8502.30| 44.86000 12112.20| 34.00000 9180.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 600A000 LUMP| 30895.04000 30895.04| 20822.00000 20822.00| 28000.00000 28000.00 Mobilization | | | 0130 630A001 100.000 LF | 13.25000 1325.00| 12.00000 1200.00| 12.72000 1272.00 Steel Beam Guardrail, Class A, Type 2 | | | 0140 630A015 50.000 LF | 28.00000 1400.00| 14.00000 700.00| 14.84000 742.00 Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0150 630C022 8.000 EACH| 1100.00000 8800.00| 1400.00000 11200.00| 1378.00000 11024.00 Guardrail End Anchor, Type Special | | | 0160 630C070 8.000 EACH| 1250.00000 10000.00| 1100.00000 8800.00| 1166.00000 9328.00 Guardrail End Anchor, Type 10 Series | | | 0170 701A031 17.000 MILE| 960.00000 16320.00| 960.00000 16320.00| 960.00000 16320.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A035 11.000 MILE| 1080.00000 11880.00| 1080.00000 11880.00| 1080.00000 11880.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701A045 6.000 MILE| 620.00000 3720.00| 620.00000 3720.00| 620.00000 3720.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C000 15.000 MILE| 340.00000 5100.00| 340.00000 5100.00| 340.00000 5100.00 Broken Temporary Traffic Stripe | | | 0210 701C001 26.000 MILE| 380.00000 9880.00| 380.00000 9880.00| 380.00000 9880.00 Solid Temporary Traffic Stripe | | | 0220 703A002 425.000 SQFT| 2.50000 1062.50| 2.50000 1062.50| 2.50000 1062.50 Traffic Control Markings, Class 2, Type | | | A | | | 0230 740B000 745.000 SQFT| 8.48000 6317.60| 8.00000 5960.00| 11.00000 8195.00 Construction Signs | | | 0240 740E000 100.000 EACH| 1.00000 100.00| 8.00000 800.00| 1.00000 100.00 Cones (36 Inches High) | | | SECTION TOTALS | $ 629,145.76| $ 664,329.87| $ 674,746.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 629,145.76| $ 664,329.87| $ 674,746.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20030117036 COUNTIES : CULLMAN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2200(205) for constructing the Bridge Replacements (Bridge Culverts) and Approaches at various sites (4) as indicated on the plans. Length 0.573 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 975,615.80 100.0000% 2 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 1,056,773.07 108.3186% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 1,292,437.55 132.4740% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030117036 COUNTIES : CULLMAN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 03071 |( 3 ) 07048 |HASTINGS GENERAL CONTRACTIN |CHRISTOPHER PLUMBING & ELEC |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 5 | | | ACRES) | | | 0020 206A000 LUMP| 1500.00000 1500.00| 10000.00000 10000.00| 12000.00000 12000.00 Removal Of Old Bridge, Station 15+22.47 | | | 0030 206A001 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 53+97.48 | | | 0040 206A002 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 2000.00000 2000.00 Removal Of Old Bridge, Station 20+74.25 | | | 0050 206A003 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 15+56.60 | | | 0060 206C010 47.000 SQYD| 5.00000 235.00| 10.00000 470.00| 15.00000 705.00 Removing Concrete Driveway | | | 0070 210A000 5979.000 CUYD| 4.00000 23916.00| 7.65000 45739.35| 15.00000 89685.00 Unclassified Excavation | | | 0080 210D001 14674.000 CUYD| 7.00000 102718.00| 6.25000 91712.50| 10.00000 146740.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0090 214A000 1892.000 CUYD| 9.00000 17028.00| 8.65000 16365.80| 30.00000 56760.00 Structure Excavation | | | 0100 214B001 1209.000 CUYD| 14.00000 16926.00| 15.85000 19162.65| 20.00000 24180.00 Foundation Backfill, Commercial | | | 0110 230A000 33.000 RBST| 50.00000 1650.00| 345.00000 11385.00| 550.00000 18150.00 Roadbed Processing | | | 0120 301A012 16437.000 SQYD| 6.00000 98622.00| 4.15000 68213.55| 7.50000 123277.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 8039.000 SQYD| 1.00000 8039.00| 2.10000 16881.90| 0.75000 6029.25 Bituminous Treatment A | | | 0140 405A000 245.000 GAL | 2.00000 490.00| 2.10000 514.50| 2.00000 490.00 Tack Coat | | | 0150 429A200 484.000 TON | 45.00000 21780.00| 42.00000 20328.00| 90.00000 43560.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030117036 COUNTIES : CULLMAN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 03071 |( 3 ) 07048 |HASTINGS GENERAL CONTRACTIN |CHRISTOPHER PLUMBING & ELEC |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429B201 1154.000 TON | 45.00000 51930.00| 42.00000 48468.00| 80.00000 92320.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0170 502A000 248347.000 LB | 0.40000 99338.80| 0.41000 101822.27| 0.40000 99338.80 Steel Reinforcement | | | 0180 524A011 1450.000 CUYD| 220.00000 319000.00| 239.00000 346550.00| 250.00000 362500.00 Culvert Concrete (Cast In Place) | | | 0190 535A001 215.000 LF | 25.00000 5375.00| 27.50000 5912.50| 35.00000 7525.00 18" Side Drain Pipe | | | 0200 535A002 83.000 LF | 35.00000 2905.00| 31.00000 2573.00| 50.00000 4150.00 24" Side Drain Pipe | | | 0210 600A000 LUMP| 40000.00000 40000.00| 108000.00000 108000.00| 30000.00000 30000.00 Mobilization | | | 0220 610C001 875.000 TON | 16.00000 14000.00| 18.50000 16187.50| 30.00000 26250.00 Loose Riprap, Class 2 | | | 0230 610D003 691.000 SQYD| 4.00000 2764.00| 3.15000 2176.65| 2.00000 1382.00 Filter Blanket, Geotextile | | | 0240 614A000 20.000 CUYD| 280.00000 5600.00| 200.00000 4000.00| 250.00000 5000.00 Slope Paving | | | 0250 618B000 47.000 SQYD| 200.00000 9400.00| 25.50000 1198.50| 30.00000 1410.00 Concrete Driveway, 4" Thick | | | 0260 619A101 12.000 EACH| 450.00000 5400.00| 725.00000 8700.00| 400.00000 4800.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 619A102 4.000 EACH| 600.00000 2400.00| 756.00000 3024.00| 500.00000 2000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 637A001 1020.000 LF | 6.00000 6120.00| 10.00000 10200.00| 6.00000 6120.00 Fence Reset (Includes All Types) | | | 0290 650A000 1204.000 CUYD| 4.00000 4816.00| 8.00000 9632.00| 20.00000 24080.00 Topsoil | | | 0300 652A053 5.000 ACRE| 600.00000 3000.00| 800.00000 4000.00| 500.00000 2500.00 Seeding (Mix 1E) | | | 0310 656A001 5.000 ACRE| 600.00000 3000.00| 650.00000 3250.00| 500.00000 2500.00 Mulching, Class A, Type 2 | | | 0320 665F000 500.000 EACH| 5.00000 2500.00| 6.75000 3375.00| 5.00000 2500.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20030117036 COUNTIES : CULLMAN LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 03071 |( 3 ) 07048 |HASTINGS GENERAL CONTRACTIN |CHRISTOPHER PLUMBING & ELEC |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665I000 240.000 TON | 14.00000 3360.00| 18.50000 4440.00| 30.00000 7200.00 Temporary Riprap, Class 2 | | | 0340 665J000 5386.000 LF | 3.00000 16158.00| 2.40000 12926.40| 5.00000 26930.00 Silt Fence, Type A | | | 0350 665K000 80.000 CUYD| 20.00000 1600.00| 10.00000 800.00| 10.00000 800.00 Drainage Sump Excavation | | | 0360 680A000 LUMP| 16000.00000 16000.00| 8000.00000 8000.00| 5000.00000 5000.00 Engineering Controls | | | 0370 701A031 4.000 MILE| 1200.00000 4800.00| 575.00000 2300.00| 1500.00000 6000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0380 701A035 4.000 MILE| 1500.00000 6000.00| 575.00000 2300.00| 1500.00000 6000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0390 705A005 40.000 EACH| 10.00000 400.00| 12.00000 480.00| 6.00000 240.00 Pavement Markers, Class A, Type 2-D | | | 0400 713A000 50.000 LF | 100.00000 5000.00| 115.00000 5750.00| 40.00000 2000.00 Permanent Barricades | | | 0410 740B000 1635.000 SQFT| 9.00000 14715.00| 8.00000 13080.00| 9.00000 14715.00 Construction Signs | | | 0420 740D000 6.000 EACH| 65.00000 390.00| 68.00000 408.00| 100.00000 600.00 Channelizing Drums | | | 0430 740F002 36.000 EACH| 300.00000 10800.00| 210.00000 7560.00| 210.00000 7560.00 Barricades, Type III | | | 0440 740I005 18.000 EACH| 80.00000 1440.00| 77.00000 1386.00| 80.00000 1440.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 975,615.80| $ 1,056,773.07| $ 1,292,437.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 975,615.80| $ 1,056,773.07| $ 1,292,437.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20030117039 COUNTIES : JACKSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3625(200) for constructing the Resurfacing and Traffic Stripe on C.R.#58 from C.R.#60 in Pisgah to S.R.#71 in Rosalie. Length - 5.913 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 456,094.38 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 474,493.22 104.0340% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030117039 COUNTIES : JACKSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 07002 |( ) |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 25.000 SQYD| 42.50000 1062.50| 20.00000 500.00| Removing Concrete Driveway | | | 0020 209A000 19.000 EACH| 50.00000 950.00| 75.00000 1425.00| Mailbox Reset, Single | | | 0030 401B100 72852.000 SQYD| 0.53880 39252.66| 0.63000 45896.76| Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 401B106 13876.000 SQYD| 1.72000 23866.72| 1.71000 23727.96| Bituminous Treatment JG (With Polymer | | | Additive) | | | 0050 405A000 2100.000 GAL | 1.10000 2310.00| 1.25000 2625.00| Tack Coat | | | 0060 429A201 6010.000 TON | 39.75000 238897.50| 37.50000 225375.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429B207 600.000 TON | 39.75000 23850.00| 40.00000 24000.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 429C211 1336.000 TON | 33.00000 44088.00| 40.00000 53440.00| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0090 430B014 1500.000 TON | 14.65000 21975.00| 14.50000 21750.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0100 600A000 LUMP| 16952.00000 16952.00| 26858.00000 26858.00| Mobilization | | | 0110 701A031 12.000 MILE| 925.00000 11100.00| 1160.00000 13920.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 10.000 MILE| 1025.00000 10250.00| 1450.00000 14500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20030117039 COUNTIES : JACKSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 07002 |( ) |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A045 2.000 MILE| 525.00000 1050.00| 950.00000 1900.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C000 4.000 MILE| 320.00000 1280.00| 340.00000 1360.00| Broken Temporary Traffic Stripe | | | 0150 701C001 20.000 MILE| 340.00000 6800.00| 380.00000 7600.00| Solid Temporary Traffic Stripe | | | 0160 703A002 450.000 SQFT| 2.00000 900.00| 1.80000 810.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 705A032 109.000 EACH| 5.00000 545.00| 5.25000 572.25| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 673.000 EACH| 5.00000 3365.00| 5.25000 3533.25| Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 500.000 SQFT| 14.00000 7000.00| 9.00000 4500.00| Construction Signs | | | 0200 740E000 100.000 EACH| 4.00000 400.00| 1.00000 100.00| Cones (36 Inches High) | | | 0210 740M001 100.000 EACH| 2.00000 200.00| 1.00000 100.00| Ballast For Cone | | | SECTION TOTALS | $ 456,094.38| $ 474,493.22| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 456,094.38| $ 474,493.22| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20030117040 COUNTIES : JACKSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3626(200) for constructing the Resurfacing and Traffic Stripe on C.R.#8 from west of C.R.#215 to west of C.R.#192 in Pleasant Grove. Length 5.597 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 265,144.30 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030117040 COUNTIES : JACKSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 07002 |( ) |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2000.000 GAL | 1.10000 2200.00| | Tack Coat | | | 0020 429A201 5173.000 TON | 38.10000 197091.30| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 430B014 200.000 TON | 15.75000 3150.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0040 600A000 LUMP| 7800.00000 7800.00| | Mobilization | | | 0050 650A000 2000.000 CUYD| 10.90000 21800.00| | Topsoil | | | 0060 701A031 12.000 MILE| 925.00000 11100.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0070 701A035 11.000 MILE| 1025.00000 11275.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701A045 1.000 MILE| 525.00000 525.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701C000 1.000 MILE| 320.00000 320.00| | Broken Temporary Traffic Stripe | | | 0100 701C001 11.000 MILE| 340.00000 3740.00| | Solid Temporary Traffic Stripe | | | 0110 703A002 60.000 SQFT| 2.00000 120.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0120 705A032 66.000 EACH| 5.00000 330.00| | Pavement Markers, Class A-H, Type 1-B | | | 0130 705A037 673.000 EACH| 5.00000 3365.00| | Pavement Markers, Class A-H, Type 2-D | | | 0140 740B000 191.000 SQFT| 8.00000 1528.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20030117040 COUNTIES : JACKSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 07002 |( ) |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740E000 100.000 EACH| 6.00000 600.00| | Cones (36 Inches High) | | | 0160 740M001 100.000 EACH| 2.00000 200.00| | Ballast For Cone | | | SECTION TOTALS | $ 265,144.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 265,144.30| $ 474,493.22| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20030117041 COUNTIES : LEE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4100(207) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#254 at Wacoochee Creek northeast of Salem. Length 0.183 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 369,178.74 100.0000% 2 13099 MCINNIS, LLC $ 427,463.93 115.7878% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030117041 COUNTIES : LEE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( ) |G. W. NORRELL CONTRACTING C |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| Clearing & Grubbing (Approximately .24 | | | ACRES) | | | 0020 206A000 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| Removal Of Old Bridge, Station STA | | | 46+90.9 | | | 0030 210A000 754.000 CUYD| 10.95000 8256.30| 5.00000 3770.00| Unclassified Excavation | | | 0040 210D001 2806.000 CUYD| 14.00000 39284.00| 9.00000 25254.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 230A000 10.000 RBST| 625.00000 6250.00| 400.00000 4000.00| Roadbed Processing | | | 0060 301A012 2090.000 SQYD| 8.00000 16720.00| 8.00000 16720.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 2090.000 SQYD| 1.75000 3657.50| 1.84000 3845.60| Bituminous Treatment A | | | 0080 405A000 57.000 GAL | 10.50000 598.50| 10.64000 606.48| Tack Coat | | | 0090 429A201 143.000 TON | 75.00000 10725.00| 78.19000 11181.17| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 429B201 299.000 TON | 55.00000 16445.00| 55.32000 16540.68| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0110 502A000 167.000 LB | 1.00000 167.00| 2.00000 334.00| Steel Reinforcement | | | 0120 505A032 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0130 505B102 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030117041 COUNTIES : LEE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( ) |G. W. NORRELL CONTRACTING C |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 505G003 34.000 EACH| 75.00000 2550.00| 80.00000 2720.00| Pile Points (Type A, 12") | | | 0150 505M002 1122.000 LF | 16.00000 17952.00| 17.00000 19074.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0160 507A000 2.000 EACH| 1650.00000 3300.00| 3500.00000 7000.00| Wire Rope Abutment Anchor Assembly | | | 0170 510A000 20.000 CUYD| 400.00000 8000.00| 500.00000 10000.00| Bridge Substructure Concrete, Class A | | | 0180 511A000 44.000 EACH| 75.00000 3300.00| 60.00000 2640.00| Elastomeric Bearings, Type 1 | | | 0190 512A014 2.000 EACH| 2900.00000 5800.00| 2700.00000 5400.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0200 512B004 2.000 EACH| 3200.00000 6400.00| 3000.00000 6000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0210 512C017 18.000 EACH| 3500.00000 63000.00| 6500.00000 117000.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0220 512C025 6.000 EACH| 3900.00000 23400.00| 3700.00000 22200.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0230 512D025 2.000 EACH| 3750.00000 7500.00| 3600.00000 7200.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0240 512D030 4.000 EACH| 3750.00000 15000.00| 3500.00000 14000.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0250 512E000 8.000 EACH| 550.00000 4400.00| 250.00000 2000.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0260 512E001 8.000 EACH| 600.00000 4800.00| 400.00000 3200.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0270 512F000 4.000 EACH| 700.00000 2800.00| 500.00000 2000.00| Precast Concrete Wing Panels, Type W1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030117041 COUNTIES : LEE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( ) |G. W. NORRELL CONTRACTING C |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 512F001 4.000 EACH| 700.00000 2800.00| 500.00000 2000.00| Precast Concrete Wing Panels, Type W2 | | | 0290 512G000 4.000 EACH| 700.00000 2800.00| 500.00000 2000.00| Precast Concrete Abutment Wing Cap Pane | | | 0300 600A000 LUMP| 23000.00000 23000.00| 35000.00000 35000.00| Mobilization | | | 0310 610C001 254.000 TON | 27.00000 6858.00| 28.00000 7112.00| Loose Riprap, Class 2 | | | 0320 610D000 236.000 SQYD| 3.00000 708.00| 3.50000 826.00| Filter Blanket | | | 0330 630A001 50.000 LF | 12.00000 600.00| 12.00000 600.00| Steel Beam Guardrail, Class A, Type 2 | | | 0340 630C003 4.000 EACH| 910.00000 3640.00| 1200.00000 4800.00| Guardrail End Anchor, Type 13 | | | 0350 630C050 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| Guardrail End Anchor, Type 20 Series | | | 0360 650A000 82.000 CUYD| 31.92000 2617.44| 10.00000 820.00| Topsoil | | | 0370 652A056 1.000 ACRE| 800.00000 800.00| 800.00000 800.00| Seeding (Mix 2E) | | | 0380 656A001 1.000 ACRE| 800.00000 800.00| 800.00000 800.00| Mulching, Class A, Type 2 | | | 0390 665F000 100.000 EACH| 3.50000 350.00| 5.00000 500.00| Hay Bales | | | 0400 665J000 2030.000 LF | 3.50000 7105.00| 3.00000 6090.00| Silt Fence, Type A | | | 0410 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| Engineering Controls | | | 0420 701A004 1.000 MILE| 500.00000 500.00| 500.00000 500.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0430 701A008 1.000 MILE| 500.00000 500.00| 500.00000 500.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0440 701A012 1.000 MILE| 500.00000 500.00| 500.00000 500.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 041 -5 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20030117041 COUNTIES : LEE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( ) |G. W. NORRELL CONTRACTING C |MCINNIS, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 740B000 233.000 SQFT| 15.00000 3495.00| 10.00000 2330.00| Construction Signs | | | 0460 740F002 8.000 EACH| 400.00000 3200.00| 500.00000 4000.00| Barricades, Type III | | | 0470 740I005 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 369,178.74| $ 427,463.93| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 369,178.74| $ 427,463.93| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20030117044 COUNTIES : PICKENS LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5400(205) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#34 over Magby Creek northeast of Ethelsville. Length - 0.020 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 130,171.00 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 147,138.40 113.0347% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 148,583.00 114.1445% 4 16048 WALKER PATTON COMPANY, INC. $ 171,149.45 131.4805% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030117044 COUNTIES : PICKENS LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 12019 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |LEVERETT CONSTRUCTION COMPA |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 206A000 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 6+10.90 | | | 0020 214A000 205.000 CUYD| 10.00000 2050.00| 6.00000 1230.00| 10.00000 2050.00 Structure Excavation | | | 0030 214B001 87.000 CUYD| 20.00000 1740.00| 38.00000 3306.00| 25.00000 2175.00 Foundation Backfill, Commercial | | | 0040 502A000 36594.000 LB | 0.50000 18297.00| 0.45000 16467.30| 0.50000 18297.00 Steel Reinforcement | | | 0050 524A011 258.000 CUYD| 300.00000 77400.00| 367.00000 94686.00| 350.00000 90300.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 7250.00000 7250.00 Mobilization | | | 0070 610C001 283.000 TON | 30.00000 8490.00| 31.70000 8971.10| 30.00000 8490.00 Loose Riprap, Class 2 | | | 0080 610D003 224.000 SQYD| 2.00000 448.00| 3.00000 672.00| 3.25000 728.00 Filter Blanket, Geotextile | | | 0090 630A001 150.000 LF | 25.00000 3750.00| 24.00000 3600.00| 26.00000 3900.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1500.00000 6000.00| 1284.00000 5136.00| 1380.00000 5520.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 50.00000 2500.00| 5.00000 250.00| 6.00000 300.00 Hay Bales | | | 0120 665J000 100.000 LF | 5.00000 500.00| 3.00000 300.00| 7.00000 700.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 0.00000 0.00| 250.00000 250.00| 1500.00000 1500.00 Engineering Controls | | | 0140 740B000 237.000 SQFT| 8.00000 1896.00| 10.00000 2370.00| 9.00000 2133.00 Construction Signs | | | 0150 740F002 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 230.00000 1840.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 250.00000 500.00| 150.00000 300.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 130,171.00| $ 147,138.40| $ 148,583.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 130,171.00| $ 147,138.40| $ 148,583.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20030117044 COUNTIES : PICKENS LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16048 |( ) |( ) |WALKER PATTON 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| 23500.00000 23500.00| | Removal Of Old Bridge, Station 6+10.90 | | | 0020 214A000 205.000 CUYD| 9.00000 1845.00| | Structure Excavation | | | 0030 214B001 87.000 CUYD| 35.00000 3045.00| | Foundation Backfill, Commercial | | | 0040 502A000 36594.000 LB | 0.55000 20126.70| | Steel Reinforcement | | | 0050 524A011 258.000 CUYD| 311.00000 80238.00| | Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 15000.00000 15000.00| | Mobilization | | | 0070 610C001 283.000 TON | 30.75000 8702.25| | Loose Riprap, Class 2 | | | 0080 610D003 224.000 SQYD| 3.00000 672.00| | Filter Blanket, Geotextile | | | 0090 630A001 150.000 LF | 18.00000 2700.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1450.00000 5800.00| | Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 6.00000 300.00| | Hay Bales | | | 0120 665J000 100.000 LF | 3.00000 300.00| | Silt Fence, Type A | | | 0130 680A000 LUMP| 3000.00000 3000.00| | Engineering Controls | | | 0140 740B000 237.000 SQFT| 12.50000 2962.50| | Construction Signs | | | 0150 740F002 8.000 EACH| 315.00000 2520.00| | Barricades, Type III | | | 0160 740I005 2.000 EACH| 219.00000 438.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 171,149.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 171,149.45| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20030117045 COUNTIES : PICKENS LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-5404(200) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#2 over Cow Creek southeast of Aliceville. Length - 0.013 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 140,028.00 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 156,517.60 111.7759% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 156,980.00 112.1062% 4 16048 WALKER PATTON COMPANY, INC. $ 180,281.51 128.7468% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030117045 COUNTIES : PICKENS LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 12019 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |LEVERETT CONSTRUCTION COMPA |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 206A000 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 5+00.58 | | | 0020 214A000 225.000 CUYD| 10.00000 2250.00| 6.00000 1350.00| 10.00000 2250.00 Structure Excavation | | | 0030 214B001 97.000 CUYD| 20.00000 1940.00| 38.00000 3686.00| 25.00000 2425.00 Foundation Backfill, Commercial | | | 0040 502A000 47184.000 LB | 0.50000 23592.00| 0.45000 21232.80| 0.50000 23592.00 Steel Reinforcement | | | 0050 524A011 263.000 CUYD| 300.00000 78900.00| 394.00000 103622.00| 350.00000 92050.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 7750.00000 7750.00 Mobilization | | | 0070 610C001 304.000 TON | 30.00000 9120.00| 31.70000 9636.80| 30.00000 9120.00 Loose Riprap, Class 2 | | | 0080 610D003 240.000 SQYD| 2.00000 480.00| 3.00000 720.00| 3.25000 780.00 Filter Blanket, Geotextile | | | 0090 630A001 150.000 LF | 25.00000 3750.00| 11.00000 1650.00| 11.60000 1740.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1500.00000 6000.00| 1125.00000 4500.00| 1200.00000 4800.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 50.00000 2500.00| 5.00000 250.00| 6.00000 300.00 Hay Bales | | | 0120 665J000 100.000 LF | 5.00000 500.00| 3.00000 300.00| 7.00000 700.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 0.00000 0.00| 300.00000 300.00| 2000.00000 2000.00 Engineering Controls | | | 0140 740B000 237.000 SQFT| 8.00000 1896.00| 10.00000 2370.00| 9.00000 2133.00 Construction Signs | | | 0150 740F002 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 230.00000 1840.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 250.00000 500.00| 150.00000 300.00| 250.00000 500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 140,028.00| $ 156,517.60| $ 156,980.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 140,028.00| $ 156,517.60| $ 156,980.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20030117045 COUNTIES : PICKENS LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16048 |( ) |( ) |WALKER PATTON 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| 27000.00000 27000.00| | Removal Of Old Bridge, Station 5+00.58 | | | 0020 214A000 225.000 CUYD| 9.00000 2025.00| | Structure Excavation | | | 0030 214B001 97.000 CUYD| 36.73000 3562.81| | Foundation Backfill, Commercial | | | 0040 502A000 47184.000 LB | 0.55000 25951.20| | Steel Reinforcement | | | 0050 524A011 263.000 CUYD| 311.00000 81793.00| | Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 15000.00000 15000.00| | Mobilization | | | 0070 610C001 304.000 TON | 29.75000 9044.00| | Loose Riprap, Class 2 | | | 0080 610D003 240.000 SQYD| 3.00000 720.00| | Filter Blanket, Geotextile | | | 0090 630A001 150.000 LF | 10.10000 1515.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1050.00000 4200.00| | Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 5.00000 250.00| | Hay Bales | | | 0120 665J000 100.000 LF | 3.00000 300.00| | Silt Fence, Type A | | | 0130 680A000 LUMP| 3000.00000 3000.00| | Engineering Controls | | | 0140 740B000 237.000 SQFT| 12.50000 2962.50| | Construction Signs | | | 0150 740F002 8.000 EACH| 315.00000 2520.00| | Barricades, Type III | | | 0160 740I005 2.000 EACH| 219.00000 438.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 180,281.51| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 180,281.51| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20030117046 COUNTIES : PICKENS LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5414(200) for constructing the Resurfacing, Traffic Stripe and Guardrail on C.R.#22 from S.R.#17 in Carrollton southeasterly to the end of the existing pavement. Length 8.006 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 542,157.77 100.0000% 2 01018 APAC-ALABAMA, INC. $ 547,845.40 101.0491% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030117046 COUNTIES : PICKENS LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 6026.000 GAL | 1.00000 6026.00| 1.24000 7472.24| Tack Coat | | | 0020 424A340 5924.000 TON | 38.48000 227955.52| 39.49000 233938.76| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A343 375.000 TON | 55.00000 20625.00| 69.20000 25950.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424A347 4520.000 TON | 39.20000 177184.00| 38.56000 174291.20| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 600A000 LUMP| 14000.00000 14000.00| 3000.00000 3000.00| Mobilization | | | 0060 630A001 1350.000 LF | 16.15000 21802.50| 17.15000 23152.50| Steel Beam Guardrail, Class A, Type 2 | | | 0070 630C070 48.000 EACH| 1050.00000 50400.00| 1115.00000 53520.00| Guardrail End Anchor, Type 10 Series | | | 0080 701A004 16.000 MILE| 330.00000 5280.00| 330.00000 5280.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0090 701A008 5.000 MILE| 190.00000 950.00| 190.00000 950.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0100 701A012 11.000 MILE| 320.00000 3520.00| 320.00000 3520.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701C000 10.000 MILE| 340.00000 3400.00| 340.00000 3400.00| Broken Temporary Traffic Stripe | | | 0120 701C001 22.000 MILE| 380.00000 8360.00| 380.00000 8360.00| Solid Temporary Traffic Stripe | | | 0130 703A000 80.000 SQFT| 1.50000 120.00| 1.50000 120.00| Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20030117046 COUNTIES : PICKENS LETTING DATE : 01/17/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01018 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740B000 191.000 SQFT| 7.25000 1384.75| 7.70000 1470.70| Construction Signs | | | 0150 740E000 100.000 EACH| 0.50000 50.00| 1.25000 125.00| Cones (36 Inches High) | | | 0160 740O000 1.000 EACH| 1100.00000 1100.00| 3295.00000 3295.00| Pilot Car | | | SECTION TOTALS | $ 542,157.77| $ 547,845.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 542,157.77| $ 547,845.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20030117047 COUNTIES : WASHINGTON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-6504(200) for constructing the Resurfacing and Traffic Stripe on C.R.#20 from C.R.#19 to near Hawthorn. Length - 4.362 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 524,632.10 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 559,701.98 106.6847% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030117047 COUNTIES : WASHINGTON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 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 401B100 51193.000 SQYD| 0.65000 33275.45| 0.72000 36858.96| Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 3000.000 GAL | 0.95000 2850.00| 1.16000 3480.00| Tack Coat | | | 0030 424A340 2916.000 TON | 36.50000 106434.00| 39.20000 114307.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424B636 6399.000 TON | 32.05000 205087.95| 35.17000 225052.83| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0050 424B643 3250.000 TON | 36.05000 117162.50| 37.86000 123045.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B670 200.000 TON | 56.15000 11230.00| 54.88000 10976.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 600A000 LUMP| 10300.00000 10300.00| 8815.44000 8815.44| Mobilization | | | 0080 630A001 225.000 LF | 20.35000 4578.75| 20.57000 4628.25| Steel Beam Guardrail, Class A, Type 2 | | | 0090 630C070 4.000 EACH| 1485.25000 5941.00| 1473.27000 5893.08| Guardrail End Anchor, Type 10 Series | | | 0100 701A004 9.000 MILE| 553.00000 4977.00| 405.85000 3652.65| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0110 701A008 2.000 MILE| 387.10000 774.20| 305.78000 611.56| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0120 701A012 7.000 MILE| 553.00000 3871.00| 405.85000 2840.95| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20030117047 COUNTIES : WASHINGTON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C000 2.000 MILE| 331.80000 663.60| 316.89000 633.78| Broken Temporary Traffic Stripe | | | 0140 701C001 33.000 MILE| 387.10000 12774.30| 416.96000 13759.68| Solid Temporary Traffic Stripe | | | 0150 740B000 168.000 SQFT| 13.10000 2200.80| 10.01000 1681.68| Construction Signs | | | 0160 740E000 50.000 EACH| 1.30000 65.00| 10.01000 500.50| Cones (36 Inches High) | | | 0170 740O000 1.000 EACH| 2446.55000 2446.55| 2964.42000 2964.42| Pilot Car | | | SECTION TOTALS | $ 524,632.10| $ 559,701.98| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 524,632.10| $ 559,701.98| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20030117048 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPBH-7045(4) for constructing the Traffic Islands, Sidewalk, Traffic Stripe and Signing on Dartmouth Avenue from S.R.#150 to the Lipscomb city limits in Bessemer. Length 1.810 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07011 GROUT, INCORPORATED $ 288,691.52 100.0000% 2 08085 H D CONSTRUCTION, INC. $ 300,635.65 104.1373% 3 16048 WALKER PATTON COMPANY, INC. $ 390,237.19 135.1745% 4 01018 APAC-ALABAMA, INC. $ 405,945.76 140.6158% 5 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 471,080.00 163.1776% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030117048 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07011 |( 2 ) 08085 |( 3 ) 16048 |GROUT, INCORPORATED |H D CONSTRUCTION, INC. |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 751.000 CUYD| 20.00000 15020.00| 2.00000 1502.00| 34.33000 25781.83 Unclassified Excavation | | | 0020 210D001 1909.000 CUYD| 15.00000 28635.00| 6.50000 12408.50| 8.00000 15272.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 424A344 50.000 TON | 100.00000 5000.00| 55.00000 2750.00| 105.00000 5250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424A347 606.000 TON | 60.45000 36632.70| 40.00000 24240.00| 80.00000 48480.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 600A000 LUMP| 10000.00000 10000.00| 25900.00000 25900.00| 29650.00000 29650.00 Mobilization | | | 0060 618A000 1352.000 SQYD| 17.35000 23457.20| 28.00000 37856.00| 35.10000 47455.20 Concrete Sidewalk, 4" Thick | | | 0070 623C000 7273.000 LF | 13.50000 98185.50| 14.25000 103640.25| 18.67000 135786.91 Combination Curb & Gutter, Type C | | | 0080 654A000 2655.000 SQYD| 5.00000 13275.00| 5.00000 13275.00| 6.00000 15930.00 Solid Sodding | | | 0090 665J000 1347.000 LF | 5.00000 6735.00| 2.00000 2694.00| 0.75000 1010.25 Silt Fence, Type A | | | 0100 680A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 17000.00000 17000.00 Engineering Controls | | | 0110 701A031 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| 900.00000 900.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 4.000 MILE| 1500.00000 6000.00| 1500.00000 6000.00| 1100.00000 4400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701A040 1.000 MILE| 600.00000 600.00| 663.00000 663.00| 1000.00000 1000.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701B005 238.000 LF | 0.52000 123.76| 0.60000 142.80| 0.50000 119.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030117048 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07011 |( 2 ) 08085 |( 3 ) 16048 |GROUT, INCORPORATED |H D CONSTRUCTION, INC. |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 703A002 7008.000 SQFT| 1.90000 13315.20| 2.10000 14716.80| 1.75000 12264.00 Traffic Control Markings, Class 2, Type | | | A | | | 0160 703B002 1068.000 SQFT| 2.80000 2990.40| 3.10000 3310.80| 1.75000 1869.00 Traffic Control Legends, Class 2, Type | | | 0170 705A031 12.000 EACH| 5.00000 60.00| 5.50000 66.00| 4.50000 54.00 Pavement Markers, Class A-H, Type 1-A | | | 0180 705A037 228.000 EACH| 5.25000 1197.00| 6.00000 1368.00| 4.50000 1026.00 Pavement Markers, Class A-H, Type 2-D | | | 0190 710A115 25.000 SQFT| 15.32000 383.00| 20.50000 512.50| 16.00000 400.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0200 710A125 65.000 SQFT| 16.52000 1073.80| 25.00000 1625.00| 20.00000 1300.00 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0210 710A126 69.000 SQFT| 16.52000 1139.88| 27.00000 1863.00| 22.00000 1518.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0220 710B001 336.000 LF | 6.78000 2278.08| 7.00000 2352.00| 6.00000 2016.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0230 740B000 445.000 SQFT| 12.00000 5340.00| 10.00000 4450.00| 9.00000 4005.00 Construction Signs | | | 0240 740D000 200.000 EACH| 20.00000 4000.00| 60.00000 12000.00| 75.00000 15000.00 Channelizing Drums | | | 0250 740E000 50.000 EACH| 4.99000 249.50| 10.00000 500.00| 13.00000 650.00 Cones (36 Inches High) | | | 0260 740M001 50.000 EACH| 0.01000 0.50| 6.00000 300.00| 8.00000 400.00 Ballast For Cone | | | 0270 740Q000 3400.000 LF | 2.00000 6800.00| 4.50000 15300.00| 0.50000 1700.00 Construction Safety Fence | | | SECTION TOTALS | $ 288,691.52| $ 300,635.65| $ 390,237.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 288,691.52| $ 300,635.65| $ 390,237.19 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030117048 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 07003 |( ) |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 751.000 CUYD| 10.50000 7885.50| 22.00000 16522.00| Unclassified Excavation | | | 0020 210D001 1909.000 CUYD| 6.30000 12026.70| 19.00000 36271.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 424A344 50.000 TON | 265.00000 13250.00| 200.00000 10000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424A347 606.000 TON | 185.00000 112110.00| 170.00000 103020.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 600A000 LUMP| 28290.00000 28290.00| 60000.00000 60000.00| Mobilization | | | 0060 618A000 1352.000 SQYD| 29.40000 39748.80| 20.00000 27040.00| Concrete Sidewalk, 4" Thick | | | 0070 623C000 7273.000 LF | 15.75000 114549.75| 16.00000 116368.00| Combination Curb & Gutter, Type C | | | 0080 654A000 2655.000 SQYD| 3.50000 9292.50| 4.00000 10620.00| Solid Sodding | | | 0090 665J000 1347.000 LF | 6.30000 8486.10| 4.00000 5388.00| Silt Fence, Type A | | | 0100 680A000 LUMP| 5000.00000 5000.00| 25000.00000 25000.00| Engineering Controls | | | 0110 701A031 1.000 MILE| 1200.00000 1200.00| 1500.00000 1500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0120 701A035 4.000 MILE| 1500.00000 6000.00| 1500.00000 6000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701A040 1.000 MILE| 600.00000 600.00| 700.00000 700.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701B005 238.000 LF | 0.52000 123.76| 1.00000 238.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 048 -5 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20030117048 COUNTIES : JEFFERSON LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( 5 ) 07003 |( ) |APAC-ALABAMA, INC. |R.E. GRILLS CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 703A002 7008.000 SQFT| 1.90000 13315.20| 2.00000 14016.00| Traffic Control Markings, Class 2, Type | | | A | | | 0160 703B002 1068.000 SQFT| 2.80000 2990.40| 3.00000 3204.00| Traffic Control Legends, Class 2, Type | | | 0170 705A031 12.000 EACH| 5.00000 60.00| 6.00000 72.00| Pavement Markers, Class A-H, Type 1-A | | | 0180 705A037 228.000 EACH| 5.25000 1197.00| 6.00000 1368.00| Pavement Markers, Class A-H, Type 2-D | | | 0190 710A115 25.000 SQFT| 13.00000 325.00| 14.00000 350.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0200 710A125 65.000 SQFT| 14.00000 910.00| 19.00000 1235.00| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0210 710A126 69.000 SQFT| 14.00000 966.00| 19.00000 1311.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0220 710B001 336.000 LF | 5.75000 1932.00| 7.00000 2352.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0230 740B000 445.000 SQFT| 7.69000 3422.05| 9.00000 4005.00| Construction Signs | | | 0240 740D000 200.000 EACH| 53.00000 10600.00| 68.00000 13600.00| Channelizing Drums | | | 0250 740E000 50.000 EACH| 13.85000 692.50| 7.00000 350.00| Cones (36 Inches High) | | | 0260 740M001 50.000 EACH| 8.65000 432.50| 7.00000 350.00| Ballast For Cone | | | 0270 740Q000 3400.000 LF | 3.10000 10540.00| 3.00000 10200.00| Construction Safety Fence | | | SECTION TOTALS | $ 405,945.76| $ 471,080.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 405,945.76| $ 471,080.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20030117051 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-8155(600) for constructing the Bridge Replacements (2) (Precast) on ACGBBR-8154(600) C.R.#71 over Little Dry Creek in Hokes Bluff and on Rabbittown Road over Little Cove Creek in Glencoe. Length - 0.041 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 508,551.75 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 535,975.95 105.3926% 3 23071 WARRIOR CONSTRUCTORS, INC. $ 562,603.50 110.6286% 4 13099 MCINNIS, LLC $ 584,294.25 114.8938% 5 19037 SIMPSON BRIDGE COMPANY, INC. $ 659,228.35 129.6286% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030117051 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 23071 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |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| 24500.00000 24500.00| 20000.00000 20000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 5+53.00 | | | 0020 206A001 LUMP| 24500.00000 24500.00| 20000.00000 20000.00| 17600.00000 17600.00 Removal Of Old Bridge, Station 5+55.20 | | | 0030 210A000 705.000 CUYD| 10.00000 7050.00| 6.00000 4230.00| 12.00000 8460.00 Unclassified Excavation | | | 0040 502A000 199.000 LB | 2.00000 398.00| 1.55000 308.45| 4.00000 796.00 Steel Reinforcement | | | 0050 505A032 2.000 EACH| 2000.00000 4000.00| 1000.00000 2000.00| 1000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B102 2.000 EACH| 2000.00000 4000.00| 1000.00000 2000.00| 1000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M002 3740.000 LF | 18.00000 67320.00| 20.00000 74800.00| 23.00000 86020.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 4.000 EACH| 1300.00000 5200.00| 1800.00000 7200.00| 3500.00000 14000.00 Wire Rope Abutment Anchor Assembly | | | 0090 510A000 30.000 CUYD| 200.00000 6000.00| 300.00000 9000.00| 300.00000 9000.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 88.000 EACH| 50.00000 4400.00| 60.00000 5280.00| 85.00000 7480.00 Elastomeric Bearings, Type 1 | | | 0110 512A014 4.000 EACH| 2400.00000 9600.00| 3500.00000 14000.00| 4000.00000 16000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 4.000 EACH| 2600.00000 10400.00| 3500.00000 14000.00| 4000.00000 16000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C004 18.000 EACH| 2600.00000 46800.00| 3500.00000 63000.00| 4000.00000 72000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0140 512C007 6.000 EACH| 4200.00000 25200.00| 4000.00000 24000.00| 4000.00000 24000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030117051 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 23071 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C017 18.000 EACH| 4500.00000 81000.00| 4500.00000 81000.00| 4000.00000 72000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0160 512C025 6.000 EACH| 5000.00000 30000.00| 4500.00000 27000.00| 4000.00000 24000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512D002 4.000 EACH| 4000.00000 16000.00| 4000.00000 16000.00| 4000.00000 16000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 2.000 EACH| 4000.00000 8000.00| 4000.00000 8000.00| 4000.00000 8000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512D025 2.000 EACH| 4100.00000 8200.00| 4600.00000 9200.00| 4000.00000 8000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512D030 4.000 EACH| 4500.00000 18000.00| 4600.00000 18400.00| 4000.00000 16000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0210 512E001 16.000 EACH| 300.00000 4800.00| 525.00000 8400.00| 500.00000 8000.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0220 512E002 16.000 EACH| 325.00000 5200.00| 525.00000 8400.00| 500.00000 8000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0230 512F001 8.000 EACH| 400.00000 3200.00| 525.00000 4200.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W2 | | | 0240 512F002 8.000 EACH| 500.00000 4000.00| 700.00000 5600.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W3 | | | 0250 512G000 8.000 EACH| 325.00000 2600.00| 525.00000 4200.00| 500.00000 4000.00 Precast Concrete Abutment Wing Cap Pane | | | 0260 600A000 LUMP| 30000.00000 30000.00| 22500.00000 22500.00| 40000.00000 40000.00 Mobilization | | | 0270 610C001 710.000 TON | 25.00000 17750.00| 30.00000 21300.00| 28.00000 19880.00 Loose Riprap, Class 2 | | | 0280 610D003 560.000 SQYD| 3.00000 1680.00| 5.00000 2800.00| 3.50000 1960.00 Filter Blanket, Geotextile | | | 0290 630A021 775.000 LF | 16.25000 12593.75| 14.50000 11237.50| 12.50000 9687.50 Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030117051 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 23071 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 630C003 8.000 EACH| 1235.00000 9880.00| 1100.00000 8800.00| 960.00000 7680.00 Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 1560.00000 6240.00| 1400.00000 5600.00| 1450.00000 5800.00 Guardrail End Anchor, Type 20 Series | | | 0320 630C070 4.000 EACH| 1495.00000 5980.00| 1250.00000 5000.00| 1300.00000 5200.00 Guardrail End Anchor, Type 10 Series | | | 0330 665F000 100.000 EACH| 6.00000 600.00| 6.00000 600.00| 12.00000 1200.00 Hay Bales | | | 0340 665J000 320.000 LF | 3.00000 960.00| 6.00000 1920.00| 12.00000 3840.00 Silt Fence, Type A | | | 0350 680A000 LUMP| 2500.00000 2500.00| 6000.00000 6000.00| 5000.00000 5000.00 Engineering Controls | | | SECTION TOTALS | $ 508,551.75| $ 535,975.95| $ 562,603.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 508,551.75| $ 535,975.95| $ 562,603.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 051 -5 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030117051 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 19037 |( ) |MCINNIS, LLC |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 206A000 LUMP| 23000.00000 23000.00| 49500.00000 49500.00| Removal Of Old Bridge, Station 5+53.00 | | | 0020 206A001 LUMP| 23000.00000 23000.00| 52000.00000 52000.00| Removal Of Old Bridge, Station 5+55.20 | | | 0030 210A000 705.000 CUYD| 5.00000 3525.00| 20.00000 14100.00| Unclassified Excavation | | | 0040 502A000 199.000 LB | 2.00000 398.00| 0.90000 179.10| Steel Reinforcement | | | 0050 505A032 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B102 2.000 EACH| 2000.00000 4000.00| 225.00000 450.00| Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M002 3740.000 LF | 22.00000 82280.00| 21.00000 78540.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 507A000 4.000 EACH| 3500.00000 14000.00| 2900.00000 11600.00| Wire Rope Abutment Anchor Assembly | | | 0090 510A000 30.000 CUYD| 400.00000 12000.00| 630.00000 18900.00| Bridge Substructure Concrete, Class A | | | 0100 511A000 88.000 EACH| 70.00000 6160.00| 76.00000 6688.00| Elastomeric Bearings, Type 1 | | | 0110 512A014 4.000 EACH| 3100.00000 12400.00| 3915.00000 15660.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0120 512B004 4.000 EACH| 3600.00000 14400.00| 3820.00000 15280.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0130 512C004 18.000 EACH| 3400.00000 61200.00| 3350.00000 60300.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0140 512C007 6.000 EACH| 3300.00000 19800.00| 3600.00000 21600.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 051 -6 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030117051 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 19037 |( ) |MCINNIS, LLC |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C017 18.000 EACH| 4000.00000 72000.00| 4150.00000 74700.00| Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0160 512C025 6.000 EACH| 5000.00000 30000.00| 4600.00000 27600.00| Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512D002 4.000 EACH| 3600.00000 14400.00| 3650.00000 14600.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 2.000 EACH| 3700.00000 7400.00| 3650.00000 7300.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512D025 2.000 EACH| 4000.00000 8000.00| 4225.00000 8450.00| Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0200 512D030 4.000 EACH| 4000.00000 16000.00| 4225.00000 16900.00| Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0210 512E001 16.000 EACH| 500.00000 8000.00| 500.00000 8000.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0220 512E002 16.000 EACH| 650.00000 10400.00| 560.00000 8960.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0230 512F001 8.000 EACH| 670.00000 5360.00| 640.00000 5120.00| Precast Concrete Wing Panels, Type W2 | | | 0240 512F002 8.000 EACH| 750.00000 6000.00| 800.00000 6400.00| Precast Concrete Wing Panels, Type W3 | | | 0250 512G000 8.000 EACH| 560.00000 4480.00| 625.00000 5000.00| Precast Concrete Abutment Wing Cap Pane | | | 0260 600A000 LUMP| 50000.00000 50000.00| 59800.00000 59800.00| Mobilization | | | 0270 610C001 710.000 TON | 35.00000 24850.00| 25.00000 17750.00| Loose Riprap, Class 2 | | | 0280 610D003 560.000 SQYD| 3.00000 1680.00| 5.00000 2800.00| Filter Blanket, Geotextile | | | 0290 630A021 775.000 LF | 12.75000 9881.25| 13.15000 10191.25| Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 051 -7 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030117051 COUNTIES : ETOWAH LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 19037 |( ) |MCINNIS, LLC |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 630C003 8.000 EACH| 980.00000 7840.00| 1000.00000 8000.00| Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 1200.00000 4800.00| 1260.00000 5040.00| Guardrail End Anchor, Type 20 Series | | | 0320 630C070 4.000 EACH| 1200.00000 4800.00| 1225.00000 4900.00| Guardrail End Anchor, Type 10 Series | | | 0330 665F000 100.000 EACH| 10.00000 1000.00| 6.00000 600.00| Hay Bales | | | 0340 665J000 320.000 LF | 7.00000 2240.00| 4.75000 1520.00| Silt Fence, Type A | | | 0350 680A000 LUMP| 15000.00000 15000.00| 16800.00000 16800.00| Engineering Controls | | | SECTION TOTALS | $ 584,294.25| $ 659,228.35| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 584,294.25| $ 659,228.35| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20030117052 COUNTIES : SHELBY LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPBH-9802(901) for constructing the Drainage, Pavement, Signing, & Signals at various sites in Montevallo as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16048 WALKER PATTON COMPANY, INC. $ 1,891,724.56 100.0000% 2 01018 APAC-ALABAMA, INC. $ 2,188,155.63 115.6699% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030117052 COUNTIES : SHELBY LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000M LUMP| 106196.00000 106196.00| 14890.00000 14890.00| Clearing & Grubbing (Approximately 8 | | | Hectares) | | | 0020 206C010M 70.000 M2 | 9.10000 637.00| 36.25000 2537.50| Removing Concrete Driveway | | | 0030 206D000M 857.000 M | 11.00000 9427.00| 28.77000 24655.89| Removing Pipe | | | 0040 206D002M 327.000 M | 15.00000 4905.00| 22.50000 7357.50| Removing Curb | | | 0050 206D003M 39.000 M | 16.00000 624.00| 35.70000 1392.30| Removing Curb And Gutter | | | 0060 206E003M 3.000 EACH| 550.00000 1650.00| 860.00000 2580.00| Removing Manholes | | | 0070 210A000M 3317.000 M3 | 13.00000 43121.00| 15.39000 51048.63| Unclassified Excavation | | | 0080 210D000M 1422.000 M3 | 13.00000 18486.00| 19.94000 28354.68| Borrow Excavation | | | 0090 214A000M 3903.000 M3 | 9.10000 35517.30| 10.82000 42230.46| Structure Excavation | | | 0100 214B001M 1129.000 M3 | 30.00000 33870.00| 69.50000 78465.50| Foundation Backfill, Commercial | | | 0110 401B108M 520.000 M2 | 6.90000 3588.00| 19.19000 9978.80| Bituminous Treatment G (With Polymer | | | Additive) | | | 0120 405A000M 5765.000 L | 0.30000 1729.50| 0.29000 1671.85| Tack Coat | | | 0130 424A361M 2796.000 MTON| 37.80000 105688.80| 62.88000 175812.48| Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A364M 50.000 MTON| 64.40000 3220.00| 140.63000 7031.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,19.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424A367M 200.000 MTON| 50.50000 10100.00| 67.85000 13570.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,19.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030117052 COUNTIES : SHELBY LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B652M 2071.000 MTON| 33.60000 69585.60| 64.83000 134262.93| Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 424C361M 7500.000 MTON| 33.80000 253500.00| 45.33000 339975.00| Superpave Bituminous Concrete Base | | | Layer, 37.5mm Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 430B005M 16.000 MTON| 39.00000 624.00| 40.51000 648.16| Aggregate Surfacing (ALDOT #410) | | | 0190 430B036M 76.000 MTON| 35.00000 2660.00| 35.25000 2679.00| Aggregate Surfacing (ALDOT #4, #5, #6, | | | #7, #8, Or #9) | | | 0200 502A000M 7594.000 KG | 1.30000 9872.20| 1.07000 8125.58| Steel Reinforcement | | | 0210 524A011M 84.000 M3 | 513.00000 43092.00| 840.00000 70560.00| Culvert Concrete (Cast In Place) | | | 0220 530A001M 39.000 M | 80.00000 3120.00| 99.71000 3888.69| 450 mm Roadway Pipe (Class 3 R.C.) | | | 0230 530A003M 3.000 M | 212.00000 636.00| 148.02000 444.06| 750 mm Roadway Pipe (Class 3 R.C.) | | | 0240 530A103M 7.000 M | 212.00000 1484.00| 148.02000 1036.14| 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 533A097M 27.000 M | 70.00000 1890.00| 94.66000 2555.82| 375 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0260 533A098M 627.000 M | 80.00000 50160.00| 99.70000 62511.90| 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0270 533A099M 391.000 M | 130.00000 50830.00| 120.78000 47224.98| 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0280 533A100M 108.000 M | 212.00000 22896.00| 148.02000 15986.16| 750 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0290 533A101M 321.000 M | 229.00000 73509.00| 175.27000 56261.67| 900 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0300 535B089M 10.000 M | 141.00000 1410.00| 125.27000 1252.70| 560 mm Span, 345 mm Rise Side Drain | | | Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 052 -4 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030117052 COUNTIES : SHELBY LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 600A000M LUMP| 93334.00000 93334.00| 16585.00000 16585.00| Mobilization | | | 0320 602A000M 28.000 EACH| 125.00000 3500.00| 186.25000 5215.00| Right Of Way Markers | | | 0330 605B001M 10.000 EACH| 250.00000 2500.00| 363.80000 3638.00| Special Underdrain Outlet, Type B | | | 0340 606A012M 300.000 M | 34.50000 10350.00| 33.35000 10005.00| 150 mm Underdrain Pipe, Type 8 | | | 0350 610C001M 40.000 MTON| 31.00000 1240.00| 49.43000 1977.20| Loose Riprap, Class 2 | | | 0360 610D003M 18.000 M2 | 6.00000 108.00| 23.00000 414.00| Filter Blanket, Geotextile | | | 0370 618B003M 22.000 M2 | 45.00000 990.00| 48.15000 1059.30| Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0380 619A002M 7.000 EACH| 600.00000 4200.00| 642.00000 4494.00| 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0390 619A003M 3.000 EACH| 780.00000 2340.00| 695.50000 2086.50| 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0400 619A054M 1.000 EACH| 1450.00000 1450.00| 1177.00000 1177.00| 750 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0410 619B116M 2.000 EACH| 775.00000 1550.00| 1605.00000 3210.00| 560 mm Span X 345 mm Rise Side Drain | | | Pipe End Treatment, Class 1 | | | 0420 620A000M 1.000 M3 | 1000.00000 1000.00| 1348.20000 1348.20| Minor Structure Concrete | | | 0430 621A000M 8.000 EACH| 2000.00000 16000.00| 2354.00000 18832.00| Junction Boxes, Type 1, 1P Or 5 | | | 0440 621A001M 5.000 EACH| 2100.00000 10500.00| 2354.00000 11770.00| Junction Boxes, Type 1, 2P Or 5 | | | 0450 621A013M 1.000 EACH| 2650.00000 2650.00| 4280.00000 4280.00| Junction Boxes, Type Special | | | 0460 621C015M 17.000 EACH| 2050.00000 34850.00| 2407.50000 40927.50| Inlets, Type S1 Or S3 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 052 -5 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030117052 COUNTIES : SHELBY LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 621C016M 4.000 EACH| 2200.00000 8800.00| 2407.50000 9630.00| Inlets, Type S2 Or S4 (1 Wing) | | | 0480 621C017M 4.000 EACH| 2250.00000 9000.00| 2675.00000 10700.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0490 621C018M 2.000 EACH| 2350.00000 4700.00| 2675.00000 5350.00| Inlets, Type S2 Or S4 (2 Wing) | | | 0500 621C020M 1.000 EACH| 1800.00000 1800.00| 1872.50000 1872.50| Inlets, Type Y | | | 0510 621D015M 3.000 EACH| 425.00000 1275.00| 535.00000 1605.00| Inlet Units, Type S1 Or S3 | | | 0520 621D019M 1.000 EACH| 425.00000 425.00| 535.00000 535.00| Inlet Units, Type Y | | | 0530 621E005M 16.000 EACH| 1600.00000 25600.00| 2022.30000 32356.80| Manholes, Type L Or M (Sanitary) | | | 0540 621F006M 15.000 EACH| 400.00000 6000.00| 196.61000 2949.15| Manhole Units, Type L Or M (Sanitary) | | | 0550 621M000M 2.000 EACH| 1000.00000 2000.00| 1123.50000 2247.00| Remove Existing Manhole | | | 0560 622A002M 1.000 EACH| 175.00000 175.00| 561.75000 561.75| Manhole Covers Reset (Sanitary) | | | 0570 623A000M 462.000 M | 36.09000 16673.58| 53.50000 24717.00| Concrete Gutter | | | 0580 623C000M 3086.000 M | 25.27000 77983.22| 38.52000 118872.72| Combination Curb & Gutter, Type C | | | 0590 634A000M 62.000 M | 40.80000 2529.60| 22.82000 1414.84| Industrial Fence, 1.22 Meters High | | | 0600 641A001M 152.000 M | 19.50000 2964.00| 46.34000 7043.68| 19.05 Millimeter Copper Water Pipe Laid | | | (Type K) | | | 0610 641A035M 1312.000 M | 20.80000 27289.60| 62.92000 82551.04| 152.4 Millimeter D.I. Water Main Laid | | | 0620 642A000M 5.000 EACH| 1000.00000 5000.00| 1685.25000 8426.25| Fire Hydrant Reset | | | 0630 643A000M 21.000 EACH| 370.00000 7770.00| 786.45000 16515.45| Water Meters Reset | | | 0640 645A020M 632.000 M | 245.00000 154840.00| 96.07000 60716.24| 203.2 Millimeter P.V.C. Sanitary Sewer | | | Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 052 -6 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030117052 COUNTIES : SHELBY LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 645A047M 24.000 M | 245.00000 5880.00| 38.77000 930.48| 203.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 0660 649A007M 54.000 M | 257.00000 13878.00| 202.80000 10951.20| 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 0670 649A016M 81.000 M | 91.00000 7371.00| 148.30000 12012.30| 50.8 Millimeter Encasement Pipe, Type 2 | | | Installation | | | 0680 649A023M 17.000 M | 257.00000 4369.00| 648.26000 11020.42| 304.8 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 0690 649A028M 84.000 M | 324.00000 27216.00| 222.45000 18685.80| 406.4 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 0700 650A000M 1269.000 M3 | 10.40000 13197.60| 29.91000 37955.79| Topsoil | | | 0710 652A050M 8.000 HA | 1483.00000 11864.00| 1177.00000 9416.00| Seeding (Mix 1A) | | | 0720 654A000M 300.000 M2 | 6.00000 1800.00| 4.28000 1284.00| Solid Sodding | | | 0730 656A000M 8.000 HA | 988.00000 7904.00| 1177.00000 9416.00| Mulching, Class A, Type 1 | | | 0740 665A000M 8.000 HA | 988.00000 7904.00| 1070.00000 8560.00| Temporary Seeding | | | 0750 665B000M 8.000 HA | 988.00000 7904.00| 1070.00000 8560.00| Temporary Mulching | | | 0760 665F000M 50.000 EACH| 6.00000 300.00| 6.42000 321.00| Hay Bales | | | 0770 665G000M 100.000 EACH| 4.00000 400.00| 10.07000 1007.00| Sand Bags | | | 0780 665J000M 1512.000 M | 4.92000 7439.04| 12.57000 19005.84| Silt Fence, Type A | | | 0790 680A000M LUMP| 44000.00000 44000.00| 81453.75000 81453.75| Engineering Controls | | | 0800 701C000M 1.000 KM | 190.00000 190.00| 203.30000 203.30| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 052 -7 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030117052 COUNTIES : SHELBY LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 701C001M 12.000 KM | 200.00000 2400.00| 214.00000 2568.00| Solid Temporary Traffic Stripe | | | 0820 701D008M 1.000 KM | 1400.00000 1400.00| 1498.00000 1498.00| Solid Traffic Stripe Removed (Plastic) | | | 0830 701D015M 1.000 KM | 900.00000 900.00| 963.00000 963.00| Broken Traffic Stripe Removed (Plastic) | | | 0840 702A041M 6.000 KM | 2650.00000 15900.00| 2835.50000 17013.00| Solid White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 0850 702A042M 1.000 KM | 1300.00000 1300.00| 1391.00000 1391.00| Broken Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 0860 702A043M 7.000 KM | 2650.00000 18550.00| 2835.50000 19848.50| Solid Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 0870 702B011M 570.000 M | 6.50000 3705.00| 6.95000 3961.50| Dotted Profiled Traffic Stripe (150 mm | | | Wide) | | | 0880 703A002M 662.000 M2 | 18.30000 12114.60| 19.58000 12961.96| Traffic Control Markings, Class 2, Type | | | A | | | 0890 703B002M 61.000 M2 | 18.30000 1116.30| 19.58000 1194.38| Traffic Control Legends, Class 2, Type | | | 0900 703D001M 672.000 M2 | 11.00000 7392.00| 11.77000 7909.44| Temporary Traffic Control Markings | | | 0910 705A030M 25.000 EACH| 4.50000 112.50| 4.81000 120.25| Pavement Markers, Class A-H, Type 2-C | | | 0920 705A031M 80.000 EACH| 4.50000 360.00| 4.81000 384.80| Pavement Markers, Class A-H, Type 1-A | | | 0930 705A032M 253.000 EACH| 4.50000 1138.50| 4.81000 1216.93| Pavement Markers, Class A-H, Type 1-B | | | 0940 705A037M 238.000 EACH| 4.50000 1071.00| 4.81000 1144.78| Pavement Markers, Class A-H, Type 2-D | | | 0950 705A038M 221.000 EACH| 4.50000 994.50| 4.81000 1063.01| Pavement Markers, Class A-H, Type 2-E | | | 0960 710A115M 5.000 M2 | 172.00000 860.00| 193.24000 966.20| Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 052 -8 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030117052 COUNTIES : SHELBY LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 710B001M 26.000 M | 19.62000 510.12| 22.04000 573.04| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0980 730A000M LUMP| 1500.00000 1500.00| 802.50000 802.50| Removal Of Existing Traffic Control | | | Unit (SR 119 @ SR 25) | | | 0990 730C000M LUMP| 1500.00000 1500.00| 2782.00000 2782.00| Furnishing And Installing Traffic | | | Control Unit( (SR 119 @ SR 25) | | | 1000 730C001M LUMP| 1500.00000 1500.00| 2996.00000 2996.00| Furnishing And Installing Traffic | | | Control Unit ( (SR 119 @ OVERLAND ST) | | | 1010 730E000M 8.000 EACH| 1300.00000 10400.00| 2889.00000 23112.00| Metal Traffic Signal Pole Foundation | | | 1020 730G001M 8.000 EACH| 3200.00000 25600.00| 3745.00000 29960.00| Metal Traffic Signal Strain Pole | | | 1030 730H001M 1073.000 M | 10.00000 10730.00| 8.02000 8605.46| Loop Wire | | | 1040 730I001M 732.000 M | 5.00000 3660.00| 3.48000 2547.36| Loop Dectector Lead-In-Cable | | | 1050 730J010M 14.000 EACH| 300.00000 4200.00| 171.20000 2396.80| Vehicle Loop Detector | | | 1060 730K000M 14.000 EACH| 300.00000 4200.00| 347.75000 4868.50| Traffic Signal Junction Box | | | 1070 730L003M 253.000 M | 17.00000 4301.00| 7.22000 1826.66| 27 Millimeter Non-Metallic, Conduit | | | 1080 730L005M 257.000 M | 23.00000 5911.00| 8.82000 2266.74| 53 Millimeter Non-Metallic, Conduit | | | 1090 730N010M 8.000 EACH| 400.00000 3200.00| 374.50000 2996.00| Luminaire Extension Assembly, 3.60 | | | Meters | | | 1100 730P011M 13.000 EACH| 500.00000 6500.00| 481.50000 6259.50| Vehicular Signal Head, 300 Millimeter 3 | | | Section, Type Incandescent | | | 1110 730P013M 4.000 EACH| 900.00000 3600.00| 749.00000 2996.00| Vehicular Signal Head, 300 Milimeter, 5 | | | Section, Type Incandescent | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 052 -9 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030117052 COUNTIES : SHELBY LETTING DATE : 01/17/03 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 01018 |( ) |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 730R022M 2.000 EACH| 7000.00000 14000.00| 6634.00000 13268.00| Controller Assembly, Type III, 8 Phase | | | 1130 740B000M 135.000 M2 | 90.00000 12150.00| 87.63000 11830.05| Construction Signs | | | 1140 740D000M 520.000 EACH| 50.00000 26000.00| 56.17000 29208.40| Channelizing Drums | | | 1150 740E000M 50.000 EACH| 15.00000 750.00| 13.44000 672.00| Cones (900 mm High) | | | 1160 740F002M 17.000 EACH| 180.00000 3060.00| 213.47000 3628.99| Barricades, Type III | | | 1170 740I005M 17.000 EACH| 350.00000 5950.00| 210.10000 3571.70| Warning Lights, Type B (Detachable Head | | | 1180 740M001M 50.000 EACH| 8.00000 400.00| 1.31000 65.50| Ballast For Cone | | | 1190 756A001M 26.000 M | 174.00000 4524.00| 53.50000 1391.00| 78 mm Electrical Conduit, 1 Line, Type | | | 1 Installation | | | 1200 756A020M 11.000 M | 112.00000 1232.00| 42.80000 470.80| 53 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | SECTION TOTALS | $ 1,891,724.56| $ 2,188,155.63| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,891,724.56| $ 2,188,155.63| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 073 -1 VENDOR RANKING CALL ORDER : 073 CONTRACT ID : 20030117073 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-253-227-204 for constructing the Resurfacing and Traffic Stripe on S.R.#227 from S.R.#68 in Crossville to S.R.#75 in Geraldine. Length 5.420 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 750,169.02 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 822,044.51 109.5812% 3 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 864,714.03 115.2692% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 073 -2 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030117073 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 07002 |( 3 ) 10011 |WHITAKER CONTRACTING CORPOR |GOOD HOPE CONTRACTING CO., |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401A014 83713.000 SQYD| 1.35000 113012.55| 1.42000 118872.46| 1.46000 122220.98 Bituminous Treatment KG | | | 0020 405A000 5232.000 GAL | 0.55000 2877.60| 0.20000 1046.40| 1.05000 5493.60 Tack Coat | | | 0030 408A053 1000.000 SQYD| 0.39000 390.00| 2.50000 2500.00| 3.45000 3450.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 410B001 1.000 EACH| 1500.00000 1500.00| 3500.00000 3500.00| 17974.00000 17974.00 State Retained Profilograph | | | 0050 424A341 6278.000 TON | 29.61000 185891.58| 33.16000 208178.48| 37.35000 234483.30 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424B636 12558.000 TON | 25.33000 318094.14| 28.65000 359786.70| 27.20000 341577.60 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0070 424B644 150.000 TON | 25.33000 3799.50| 40.00000 6000.00| 34.10000 5115.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424B647 930.000 TON | 25.33000 23556.90| 28.70000 26691.00| 30.27000 28151.10 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 430B040 3495.000 TON | 5.00000 17475.00| 9.96000 34810.20| 12.46000 43547.70 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0100 600A000 LUMP| 28800.00000 28800.00| 5203.36000 5203.36| 9305.00000 9305.00 Mobilization | | | 0110 701A032 9.000 MILE| 1375.00000 12375.00| 1375.00000 12375.00| 1375.00000 12375.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 4.000 MILE| 915.00000 3660.00| 915.00000 3660.00| 915.00000 3660.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 073 -3 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20030117073 COUNTIES : DEKALB LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 07002 |( 3 ) 10011 |WHITAKER CONTRACTING CORPOR |GOOD HOPE CONTRACTING CO., |JACKSON PAVING & CONSTRUCTION, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A080 11.000 MILE| 600.00000 6600.00| 600.00000 6600.00| 600.00000 6600.00 Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 0140 701B009 200.000 LF | 0.70000 140.00| 0.70000 140.00| 0.70000 140.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 8.000 MILE| 340.00000 2720.00| 340.00000 2720.00| 340.00000 2720.00 Broken Temporary Traffic Stripe | | | 0160 701C001 40.000 MILE| 380.00000 15200.00| 380.00000 15200.00| 380.00000 15200.00 Solid Temporary Traffic Stripe | | | 0170 701G125 336.000 LF | 6.00000 2016.00| 6.00000 2016.00| 6.00000 2016.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701G133 336.000 LF | 6.50000 2184.00| 6.50000 2184.00| 6.50000 2184.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701H001 672.000 LF | 1.00000 672.00| 1.00000 672.00| 1.00000 672.00 Solid Traffic Stripe Removed (Plastic) | | | 0200 703A002 260.000 SQFT| 2.00000 520.00| 2.00000 520.00| 2.00000 520.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 705A032 165.000 EACH| 5.00000 825.00| 5.00000 825.00| 5.00000 825.00 Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 595.000 EACH| 5.25000 3123.75| 5.25000 3123.75| 5.25000 3123.75 Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 592.000 SQFT| 8.00000 4736.00| 8.48000 5020.16| 5.00000 2960.00 Construction Signs | | | 0240 740E000 200.000 EACH| 0.00000 0.00| 1.00000 200.00| 1.00000 200.00 Cones (36 Inches High) | | | 0250 740M001 200.000 EACH| 0.00000 0.00| 1.00000 200.00| 1.00000 200.00 Ballast For Cone | | | SECTION TOTALS | $ 750,169.02| $ 822,044.51| $ 864,714.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 750,169.02| $ 822,044.51| $ 864,714.03 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 074 -1 VENDOR RANKING CALL ORDER : 074 CONTRACT ID : 20030117074 COUNTIES : MARSHALL LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-484-069-205 for constructing the Resurfacing and Traffic Stripe on S.R.#69 from C.R.#261 (MP 275.10) to MP 276.15 near Warrenton. Length 1.050 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 512,615.31 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 074 -2 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030117074 COUNTIES : MARSHALL LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 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 206D001 1153.000 LF | 1.50000 1729.50| | Removing Guardrail | | | 0020 206E008 1.000 EACH| 87.50000 87.50| | Removing Guardrail End Anchor (All Type | | | 0030 206E019 2.000 EACH| 87.50000 175.00| | Removing Guardrail End Anchor (Type 10) | | | 0040 210D001 500.000 CUYD| 12.80000 6400.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 405A000 2772.000 GAL | 1.00000 2772.00| | Tack Coat | | | 0060 408A051 29568.000 SQYD| 1.58000 46717.44| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 420A011 1386.000 TON | 50.35000 69785.10| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0080 424A360 1715.000 TON | 38.73000 66421.95| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 406.000 TON | 48.73000 19784.38| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 812.000 TON | 43.11000 35005.32| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B660 2842.000 TON | 43.11000 122518.62| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 428C000 2000.000 LF | 2.00000 4000.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 074 -3 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20030117074 COUNTIES : MARSHALL LETTING DATE : 01/17/03 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 45000.00000 45000.00| | Mobilization | | | 0140 630A001 1075.000 LF | 9.86000 10599.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C050 3.000 EACH| 1290.00000 3870.00| | Guardrail End Anchor, Type 20 Series | | | 0160 701C000 30.000 MILE| 320.00000 9600.00| | Broken Temporary Traffic Stripe | | | 0170 701C001 60.000 MILE| 340.00000 20400.00| | Solid Temporary Traffic Stripe | | | 0180 702A041 3.000 MILE| 4500.00000 13500.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0190 702A042 3.000 MILE| 2250.00000 6750.00| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0200 702A043 3.000 MILE| 4500.00000 13500.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0210 705A031 140.000 EACH| 5.00000 700.00| | Pavement Markers, Class A-H, Type 1-A | | | 0220 705A037 140.000 EACH| 5.25000 735.00| | Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 508.000 SQFT| 8.00000 4064.00| | Construction Signs | | | 0240 740D000 300.000 EACH| 15.00000 4500.00| | Channelizing Drums | | | 0250 741C010 2.000 EACH| 2000.00000 4000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 512,615.31| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 512,615.31| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 075 -1 VENDOR RANKING CALL ORDER : 075 CONTRACT ID : 20030117075 COUNTIES : AUTAUGA ELMORE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 06 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-306-011-014-301 for constructing the Planing, Resurfacing and Traffic Stripe 99-306-261-014-301 on S.R.#14 from Autaugaville to U.S.#82 and from S.R.#143 in Robinson Springs to MP 164.671. Length 13.216 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 1,309,210.13 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,372,522.13 104.8359% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,424,207.01 108.7837% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 075 -2 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030117075 COUNTIES : AUTAUGA ELMORE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01018 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 5700.000 CUYD| 7.25000 41325.00| 9.70000 55290.00| 4.00000 22800.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 401B113 213100.000 SQYD| 0.47000 100157.00| 0.47000 100157.00| 0.49000 104419.00 Bituminous Treatment E, PG64-22 (With | | | Polymer Additive) | | | 0030 405A000 8175.000 GAL | 0.75000 6131.25| 0.83000 6785.25| 0.50000 4087.50 Tack Coat | | | 0040 407A000 925.000 GAL | 6.50000 6012.50| 17.12000 15836.00| 15.00000 13875.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A052 78000.000 SQYD| 0.88000 68640.00| 0.85000 66300.00| 0.75000 58500.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 19850.000 TON | 26.10000 518085.00| 27.95000 554807.50| 32.10000 637185.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A367 1850.000 TON | 30.10000 55685.00| 26.81000 49598.50| 33.64000 62234.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B655 200.000 TON | 50.00000 10000.00| 85.80000 17160.00| 150.00000 30000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B658 850.000 TON | 29.20000 24820.00| 30.55000 25967.50| 33.00000 28050.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 30900.00000 30900.00| 38000.00000 38000.00| 17000.00000 17000.00 Mobilization | | | 0110 652A056 26.000 ACRE| 450.00000 11700.00| 360.00000 9360.00| 360.00000 9360.00 Seeding (Mix 2E) | | | 0120 656A000 26.000 ACRE| 400.00000 10400.00| 330.00000 8580.00| 330.00000 8580.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 075 -3 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030117075 COUNTIES : AUTAUGA ELMORE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01018 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 665F000 450.000 EACH| 6.00000 2700.00| 4.90000 2205.00| 4.90000 2205.00 Hay Bales | | | 0140 665J000 5500.000 LF | 3.00000 16500.00| 2.50000 13750.00| 2.50000 13750.00 Silt Fence, Type A | | | 0150 701C000 13.000 MILE| 320.00000 4160.00| 320.00000 4160.00| 320.00000 4160.00 Broken Temporary Traffic Stripe | | | 0160 701C001 71.000 MILE| 360.00000 25560.00| 360.00000 25560.00| 360.00000 25560.00 Solid Temporary Traffic Stripe | | | 0170 701F000 8200.000 LF | 0.20000 1640.00| 0.20000 1640.00| 0.20000 1640.00 Dotted Temporary Traffic Stripe | | | 0180 701G125 1886.000 LF | 3.19000 6016.34| 3.19000 6016.34| 3.19000 6016.34 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 1886.000 LF | 3.39000 6393.54| 3.39000 6393.54| 3.39000 6393.54 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H001 3772.000 LF | 0.50000 1886.00| 0.50000 1886.00| 0.50000 1886.00 Solid Traffic Stripe Removed (Plastic) | | | 0210 702A041 29.000 MILE| 3975.00000 115275.00| 3975.00000 115275.00| 3975.00000 115275.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0220 702A042 9.000 MILE| 1995.00000 17955.00| 1995.00000 17955.00| 1995.00000 17955.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702A043 23.000 MILE| 3975.00000 91425.00| 3975.00000 91425.00| 3975.00000 91425.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702B011 8200.000 LF | 1.85000 15170.00| 1.85000 15170.00| 1.85000 15170.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0250 703A002 18900.000 SQFT| 1.90000 35910.00| 1.90000 35910.00| 1.90000 35910.00 Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 1050.000 SQFT| 2.80000 2940.00| 2.80000 2940.00| 2.80000 2940.00 Traffic Control Legends, Class 2, Type | | | 0270 703D001 27300.000 SQFT| 1.30000 35490.00| 1.30000 35490.00| 1.30000 35490.00 Temporary Traffic Control Markings | | | 0280 703E001 1550.000 SQFT| 1.30000 2015.00| 1.30000 2015.00| 1.30000 2015.00 Temporary Traffic Control Legends | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/21/03 PAGE : 075 -4 TABULATION OF BIDS CALL ORDER : 075 CONTRACT ID : 20030117075 COUNTIES : AUTAUGA ELMORE LETTING DATE : 01/17/03 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01018 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 705A004 200.000 EACH| 5.25000 1050.00| 5.25000 1050.00| 5.25000 1050.00 Pavement Markers, Class A, Type 2-C | | | 0300 705A031 150.000 EACH| 5.00000 750.00| 5.00000 750.00| 5.00000 750.00 Pavement Markers, Class A-H, Type 1-A | | | 0310 705A032 2050.000 EACH| 5.00000 10250.00| 5.00000 10250.00| 5.00000 10250.00 Pavement Markers, Class A-H, Type 1-B | | | 0320 705A037 2050.000 EACH| 5.25000 10762.50| 5.25000 10762.50| 5.25000 10762.50 Pavement Markers, Class A-H, Type 2-D | | | 0330 705A038 900.000 EACH| 5.25000 4725.00| 5.25000 4725.00| 5.25000 4725.00 Pavement Markers, Class A-H, Type 2-E | | | 0340 740B000 809.000 SQFT| 9.00000 7281.00| 8.00000 6472.00| 8.57000 6933.13 Construction Signs | | | 0350 740D000 100.000 EACH| 10.00000 1000.00| 67.00000 6700.00| 75.00000 7500.00 Channelizing Drums | | | 0360 740E000 300.000 EACH| 18.00000 5400.00| 11.00000 3300.00| 12.50000 3750.00 Cones (36 Inches High) | | | 0370 740M001 300.000 EACH| 5.00000 1500.00| 5.60000 1680.00| 7.35000 2205.00 Ballast For Cone | | | 0380 741C010 2.000 EACH| 800.00000 1600.00| 600.00000 1200.00| 1200.00000 2400.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,309,210.13| $ 1,372,522.13| $ 1,424,207.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,309,210.13| $ 1,372,522.13| $ 1,424,207.01 ====================================================================================================================================