ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 CONTRACT TIME : 360 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : MGF-0012(505) for constructing the Additional Lanes (Partial Grade and Drain, Pavement and Signals) on S.R.#12 (U.S.#84) from S.R.#299 (Opp Bypass) in Opp to C.R.#30. Length 3.965 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 4,882,800.91 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 5,484,449.33 112.3218% 3 18005 GRADY RALLS & SONS, INC. $ 5,533,873.63 113.3340% 4 14007 W. S. NEWELL & SONS, INC. $ 6,080,805.83 124.5352% 5 14001 NEWELL ROADBUILDERS, INC. $ 6,286,751.25 128.7530% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 18005 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 26147.67000 26147.67| 25000.00000 25000.00| 25000.00000 25000.00 Clearing & Grubbing (Approximately 12 | | | Acres) | | | 0020 206D000 351.000 LF | 4.12000 1446.12| 8.00000 2808.00| 8.00000 2808.00 Removing Pipe | | | 0030 206D007 729.000 LF | 4.12000 3003.48| 3.00000 2187.00| 3.00000 2187.00 Removing Concrete Flume | | | 0040 206E000 28.000 EACH| 205.93000 5766.04| 250.00000 7000.00| 250.00000 7000.00 Removing Headwalls | | | 0050 209A000 9.000 EACH| 56.76000 510.84| 125.00000 1125.00| 125.00000 1125.00 Mailbox Reset, Single | | | 0060 210A000 38963.000 CUYD| 3.26000 127019.38| 3.75000 146111.25| 3.75000 146111.25 Unclassified Excavation | | | 0070 210D011 45592.000 CUYD| 4.30000 196045.60| 5.15000 234798.80| 5.15000 234798.80 Borrow Excavation (A-4 or Better) | | | 0080 214A000 603.000 CUYD| 5.71000 3443.13| 8.00000 4824.00| 8.00000 4824.00 Structure Excavation | | | 0090 214B000 276.000 CUYD| 6.77000 1868.52| 18.00000 4968.00| 18.00000 4968.00 Foundation Backfill, Local | | | 0100 230A000 210.000 RBST| 365.13000 76677.30| 300.00000 63000.00| 210.00000 44100.00 Roadbed Processing | | | 0110 301A222 240449.000 SQYD| 4.15000 997863.35| 5.45000 1310447.05| 4.45000 1069998.05 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0120 401A000 104946.000 SQYD| 0.40000 41978.40| 0.40000 41978.40| 0.40000 41978.40 Bituminous Treatment A | | | 0130 401B108 49846.000 SQYD| 0.98000 48849.08| 0.83000 41372.18| 0.83000 41372.18 Bituminous Treatment G (With Polymer | | | Additive) | | | 0140 405A000 9994.000 GAL | 1.62000 16190.28| 1.90000 18988.60| 1.90000 18988.60 Tack Coat | | | 0150 408A052 55840.000 SQYD| 0.63000 35179.20| 0.35000 19544.00| 0.35000 19544.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0160 410A002 1.000 EACH| 8000.00000 8000.00| 12000.00000 12000.00| 12000.00000 12000.00 Profilograph | | | 0170 410H000 1.000 EACH| 50000.00000 50000.00| 25000.00000 25000.00| 25000.00000 25000.00 Material Remixing Device | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 18005 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A361 14201.000 TON | 30.75000 436680.75| 39.00000 553839.00| 39.00000 553839.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424A366 2799.000 TON | 45.47000 127270.53| 40.00000 111960.00| 40.00000 111960.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 21856.000 TON | 33.61000 734580.16| 36.50000 797744.00| 36.50000 797744.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B659 11195.000 TON | 33.61000 376263.95| 37.50000 419812.50| 37.50000 419812.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B663 3665.000 TON | 35.63000 130583.95| 34.50000 126442.50| 34.50000 126442.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B681 12275.000 TON | 33.86000 415631.50| 36.75000 451106.25| 36.75000 451106.25 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424B685 100.000 TON | 58.12000 5812.00| 75.00000 7500.00| 75.00000 7500.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 428C000 69080.000 LF | 0.09000 6217.20| 0.12000 8289.60| 0.09000 6217.20 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0260 430B000 500.000 TON | 27.16000 13580.00| 50.00000 25000.00| 50.00000 25000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0270 530A001 135.000 LF | 20.89000 2820.15| 19.00000 2565.00| 19.00000 2565.00 18" Roadway Pipe (Class 3 R.C.) | | | 0280 530A101 49.000 LF | 28.48000 1395.52| 23.00000 1127.00| 23.00000 1127.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 530A102 94.000 LF | 42.03000 3950.82| 28.00000 2632.00| 28.00000 2632.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 18005 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A662 325.000 LF | 24.50000 7962.50| 24.00000 7800.00| 24.00000 7800.00 24" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0310 530B003 64.000 LF | 44.85000 2870.40| 43.00000 2752.00| 43.00000 2752.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 530B004 59.000 LF | 55.61000 3280.99| 57.00000 3363.00| 57.00000 3363.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 530B014 24.000 LF | 54.01000 1296.24| 42.00000 1008.00| 42.00000 1008.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0340 533A098 4.000 LF | 204.91000 819.64| 30.00000 120.00| 30.00000 120.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0350 533A099 178.000 LF | 33.65000 5989.70| 26.00000 4628.00| 26.00000 4628.00 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0360 533A102 16.000 LF | 57.29000 916.64| 45.00000 720.00| 45.00000 720.00 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0370 533A103 28.000 LF | 67.43000 1888.04| 69.00000 1932.00| 69.00000 1932.00 48" Storm Sewer Pipe (Class 3 R.C.) | | | 0380 533B100 264.000 LF | 44.85000 11840.40| 42.00000 11088.00| 42.00000 11088.00 36" Span, 23" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0390 535A411 106.000 LF | 37.53000 3978.18| 19.00000 2014.00| 19.00000 2014.00 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0400 535A651 64.000 LF | 29.15000 1865.60| 18.00000 1152.00| 18.00000 1152.00 18" Side Drain Pipe (Temporary) | | | 0410 600A000 LUMP| 65000.00000 65000.00| 126000.00000 126000.00| 289100.00000 289100.00 Mobilization | | | 0420 601A000 1.000 EACH| 12000.00000 12000.00| 8500.00000 8500.00| 8500.00000 8500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0430 606A000 500.000 LF | 10.72000 5360.00| 9.00000 4500.00| 9.00000 4500.00 6" Underdrain Pipe | | | 0440 610C001 1304.000 TON | 29.09000 37933.36| 28.00000 36512.00| 28.00000 36512.00 Loose Riprap, Class 2 | | | 0450 610D003 1030.000 SQYD| 2.41000 2482.30| 1.85000 1905.50| 1.85000 1905.50 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 18005 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 614A000 169.000 CUYD| 193.05000 32625.45| 190.00000 32110.00| 190.00000 32110.00 Slope Paving | | | 0470 618B002 45.000 SQYD| 45.44000 2044.80| 38.00000 1710.00| 38.00000 1710.00 Concrete Driveway, 6" Thick | | | 0480 619A002 3.000 EACH| 444.70000 1334.10| 375.00000 1125.00| 375.00000 1125.00 18" Roadway Pipe End Treatment, Class 1 | | | 0490 619A003 5.000 EACH| 523.11000 2615.55| 425.00000 2125.00| 425.00000 2125.00 24" Roadway Pipe End Treatment, Class 1 | | | 0500 619A101 17.000 EACH| 524.22000 8911.74| 350.00000 5950.00| 350.00000 5950.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0510 619A102 4.000 EACH| 523.81000 2095.24| 400.00000 1600.00| 400.00000 1600.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0520 619B018 5.000 EACH| 735.13000 3675.65| 475.00000 2375.00| 475.00000 2375.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0530 619B069 2.000 EACH| 1466.81000 2933.62| 1375.00000 2750.00| 1375.00000 2750.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0540 619B118 2.000 EACH| 732.84000 1465.68| 475.00000 950.00| 475.00000 950.00 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0550 620A000 3.000 CUYD| 1427.65000 4282.95| 500.00000 1500.00| 500.00000 1500.00 Minor Structure Concrete | | | 0560 621A000 6.000 EACH| 1732.89000 10397.34| 3500.00000 21000.00| 3500.00000 21000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0570 621A005 1.000 EACH| 2459.31000 2459.31| 3500.00000 3500.00| 3500.00000 3500.00 Junction Boxes, Type 1 | | | 0580 621A013 1.000 EACH| 4304.46000 4304.46| 4200.00000 4200.00| 4200.00000 4200.00 Junction Boxes, Type Special | | | 0590 621B000 7.000 EACH| 515.29000 3607.03| 500.00000 3500.00| 500.00000 3500.00 Junction Box Units, Type 1, 1P Or 5 | | | 0600 621C027 1.000 EACH| 1595.86000 1595.86| 1800.00000 1800.00| 1800.00000 1800.00 Inlets, Type C | | | 0610 621D002 1.000 EACH| 460.12000 460.12| 400.00000 400.00| 400.00000 400.00 Inlet Units, Type C | | | 0620 630A001 1025.000 LF | 16.00000 16400.00| 15.00000 15375.00| 16.00000 16400.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 18005 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 630C050 4.000 EACH| 1875.00000 7500.00| 1800.00000 7200.00| 1875.00000 7500.00 Guardrail End Anchor, Type 20 Series | | | 0640 650A000 9087.000 CUYD| 4.50000 40891.50| 6.85000 62245.95| 6.85000 62245.95 Topsoil | | | 0650 650B000 6927.000 CUYD| 3.00000 20781.00| 5.25000 36366.75| 5.25000 36366.75 Topsoil From Stockpiles | | | 0660 651B000 1.000 TON | 40.00000 40.00| 50.00000 50.00| 30.00000 30.00 Agricultural Limestone | | | 0670 652A061 12.000 ACRE| 380.00000 4560.00| 380.00000 4560.00| 425.00000 5100.00 Seeding (Mix 3E) | | | 0680 652C000 109.000 ACRE| 45.00000 4905.00| 45.00000 4905.00| 50.00000 5450.00 Mowing | | | 0690 654A001 7290.000 SQYD| 2.70000 19683.00| 2.70000 19683.00| 2.75000 20047.50 Solid Sodding (Bermuda) | | | 0700 656A000 12.000 ACRE| 340.00000 4080.00| 340.00000 4080.00| 395.00000 4740.00 Mulching, Class A, Type 1 | | | 0710 659A000 7265.000 SQYD| 1.50000 10897.50| 1.50000 10897.50| 1.65000 11987.25 Erosion Control Netting, Class A | | | 0720 665A000 24.000 ACRE| 320.00000 7680.00| 320.00000 7680.00| 275.00000 6600.00 Temporary Seeding | | | 0730 665B000 24.000 ACRE| 340.00000 8160.00| 340.00000 8160.00| 275.00000 6600.00 Temporary Mulching | | | 0740 665I000 2415.000 TON | 31.05000 74985.75| 28.00000 67620.00| 28.00000 67620.00 Temporary Riprap, Class 2 | | | 0750 665J000 27109.000 LF | 2.70000 73194.30| 2.50000 67772.50| 3.50000 94881.50 Silt Fence, Type A | | | 0760 665K000 1550.000 CUYD| 10.47000 16228.50| 8.00000 12400.00| 8.00000 12400.00 Drainage Sump Excavation | | | 0770 665O001 27109.000 LF | 0.11000 2981.99| 0.11000 2981.99| 0.50000 13554.50 Silt Fence Removal | | | 0780 665Q001 4348.000 LF | 4.61000 20044.28| 5.00000 21740.00| 4.75000 20653.00 20 Inch Wattle | | | 0790 666A001 12.000 ACRE| 10.00000 120.00| 10.00000 120.00| 10.00000 120.00 Pest Control Treatment | | | 0800 680A000 LUMP| 80477.49000 80477.49| 38382.38000 38382.38| 15000.00000 15000.00 Engineering Controls | | | 0810 701A028 10.000 MILE| 1490.00000 14900.00| 1490.00000 14900.00| 1490.00000 14900.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 18005 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 701A032 9.000 MILE| 1490.00000 13410.00| 1490.00000 13410.00| 1490.00000 13410.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0830 701A041 7.000 MILE| 950.00000 6650.00| 950.00000 6650.00| 950.00000 6650.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0840 701A048 2.000 MILE| 1690.00000 3380.00| 1690.00000 3380.00| 1690.00000 3380.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0850 701B009 10717.000 LF | 0.85000 9109.45| 0.85000 9109.45| 0.85000 9109.45 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0860 701C000 7.000 MILE| 450.00000 3150.00| 450.00000 3150.00| 450.00000 3150.00 Broken Temporary Traffic Stripe | | | 0870 701C001 42.000 MILE| 553.00000 23226.00| 530.00000 22260.00| 530.00000 22260.00 Solid Temporary Traffic Stripe | | | 0880 701D007 1.000 MILE| 1650.00000 1650.00| 1650.00000 1650.00| 1650.00000 1650.00 Solid Traffic Stripe Removed (Paint) | | | 0890 701D008 2.000 MILE| 1750.00000 3500.00| 1750.00000 3500.00| 1750.00000 3500.00 Solid Traffic Stripe Removed (Plastic) | | | 0900 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Paint) | | | 0910 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Plastic) | | | 0920 703A002 15056.000 SQFT| 2.50000 37640.00| 2.50000 37640.00| 2.50000 37640.00 Traffic Control Markings, Class 2, Type | | | A | | | 0930 703B002 830.000 SQFT| 3.50000 2905.00| 3.50000 2905.00| 3.50000 2905.00 Traffic Control Legends, Class 2, Type | | | 0940 703C001 150.000 SQFT| 3.00000 450.00| 3.00000 450.00| 3.00000 450.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0950 703D001 2000.000 SQFT| 1.35000 2700.00| 1.35000 2700.00| 1.35000 2700.00 Temporary Traffic Control Markings | | | 0960 705A011 167.000 EACH| 6.00000 1002.00| 6.00000 1002.00| 6.00000 1002.00 Pavement Markers, Class C, Type 1-A | | | 0970 705A023 756.000 EACH| 6.00000 4536.00| 6.00000 4536.00| 6.00000 4536.00 Pavement Markers, Class C, Type 2-D | | | 0980 705A030 960.000 EACH| 5.25000 5040.00| 5.25000 5040.00| 5.25000 5040.00 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 18005 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 705A031 483.000 EACH| 5.25000 2535.75| 5.25000 2535.75| 5.25000 2535.75 Pavement Markers, Class A-H, Type 1-A | | | 1000 705A032 282.000 EACH| 5.25000 1480.50| 5.25000 1480.50| 5.25000 1480.50 Pavement Markers, Class A-H, Type 1-B | | | 1010 705A037 167.000 EACH| 5.25000 876.75| 5.25000 876.75| 5.25000 876.75 Pavement Markers, Class A-H, Type 2-D | | | 1020 705A038 362.000 EACH| 5.25000 1900.50| 5.25000 1900.50| 5.25000 1900.50 Pavement Markers, Class A-H, Type 2-E | | | 1030 707B003 1.000 EACH| 100.00000 100.00| 105.00000 105.00| 150.00000 150.00 Type A Hazard Marker Installation | | | 1040 709A001 8.000 EACH| 100.00000 800.00| 105.00000 840.00| 125.00000 1000.00 Milepost, Type B | | | 1050 710A115 709.000 SQFT| 13.75000 9748.75| 14.44000 10237.96| 15.00000 10635.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1060 710A126 603.000 SQFT| 16.75000 10100.25| 17.59000 10606.77| 22.50000 13567.50 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1070 710A141 100.000 SQFT| 18.00000 1800.00| 18.90000 1890.00| 17.50000 1750.00 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1080 710B001 2650.000 LF | 4.25000 11262.50| 4.47000 11845.50| 7.25000 19212.50 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1090 730A000 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Removal Of Existing Traffic Control | | | Unit (US 84 @ US 331) | | | 1100 730C000 LUMP| 2700.00000 2700.00| 5000.00000 5000.00| 5000.00000 5000.00 Furnishing And Installing Traffic | | | Control Unit (US 84 @ US 331) | | | 1110 730E000 4.000 EACH| 3000.00000 12000.00| 2500.00000 10000.00| 2500.00000 10000.00 Metal Traffic Signal Pole Foundation | | | 1120 730G001 4.000 EACH| 7200.00000 28800.00| 6000.00000 24000.00| 6000.00000 24000.00 Metal Traffic Signal Strain Pole | | | 1130 730H001 3470.000 LF | 2.47000 8570.90| 2.00000 6940.00| 2.00000 6940.00 Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 18005 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |GRADY RALLS & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1140 730I001 6365.000 LF | 0.60000 3819.00| 1.00000 6365.00| 1.00000 6365.00 Loop Detector Lead-In-Cable | | | 1150 730J010 16.000 EACH| 174.00000 2784.00| 200.00000 3200.00| 200.00000 3200.00 Vehicle Loop Detector | | | 1160 730K000 10.000 EACH| 308.00000 3080.00| 275.00000 2750.00| 275.00000 2750.00 Traffic Signal Junction Box | | | 1170 730L005 1250.000 LF | 1.30000 1625.00| 3.00000 3750.00| 3.00000 3750.00 2", Non-Metallic, Conduit | | | 1172 730N000 4.000 EACH| 400.00000 1600.00| 500.00000 2000.00| 775.00000 3100.00 Luminaire Extension Assembly, 12 Ft. | | | 1174 730P020 4.000 EACH| 900.00000 3600.00| 300.00000 1200.00| 300.00000 1200.00 Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 1180 730P022 12.000 EACH| 700.00000 8400.00| 775.00000 9300.00| 10000.00000 120000.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1190 730R022 1.000 EACH| 8200.00000 8200.00| 10000.00000 10000.00| 500.00000 500.00 Controller Assembly, Type III, 8 Phase | | | 1200 740B000 1936.000 SQFT| 7.25000 14036.00| 7.62000 14752.32| 13.00000 25168.00 Construction Signs | | | 1210 740D000 350.000 EACH| 60.00000 21000.00| 52.50000 18375.00| 55.00000 19250.00 Channelizing Drums | | | 1220 740E000 75.000 EACH| 11.15000 836.25| 11.55000 866.25| 10.00000 750.00 Cones (36 Inches High) | | | 1230 740F002 74.000 EACH| 199.08000 14731.92| 183.75000 13597.50| 250.00000 18500.00 Barricades, Type III | | | 1240 740I005 14.000 EACH| 348.56000 4879.84| 393.75000 5512.50| 500.00000 7000.00 Warning Lights, Type B (Detachable Head | | | 1250 740M001 75.000 EACH| 7.12000 534.00| 7.49000 561.75| 1.00000 75.00 Ballast For Cone | | | 1260 740O000 1.000 EACH| 1872.43000 1872.43| 1500.00000 1500.00| 1500.00000 1500.00 Pilot Car | | | 1270 741C010 1.000 EACH| 1500.00000 1500.00| 2498.13000 2498.13| 5000.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1280 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,882,800.91| $ 5,484,449.33| $ 5,533,873.63 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,882,800.91| $ 5,484,449.33| $ 5,533,873.63 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 14001 |( ) |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 462000.00000 462000.00| 215000.00000 215000.00| Clearing & Grubbing (Approximately 12 | | | Acres) | | | 0020 206D000 351.000 LF | 5.00000 1755.00| 3.00000 1053.00| Removing Pipe | | | 0030 206D007 729.000 LF | 3.00000 2187.00| 3.50000 2551.50| Removing Concrete Flume | | | 0040 206E000 28.000 EACH| 125.00000 3500.00| 150.00000 4200.00| Removing Headwalls | | | 0050 209A000 9.000 EACH| 150.00000 1350.00| 125.00000 1125.00| Mailbox Reset, Single | | | 0060 210A000 38963.000 CUYD| 3.05000 118837.15| 5.25000 204555.75| Unclassified Excavation | | | 0070 210D011 45592.000 CUYD| 4.97000 226592.24| 6.85000 312305.20| Borrow Excavation (A-4 or Better) | | | 0080 214A000 603.000 CUYD| 5.00000 3015.00| 4.50000 2713.50| Structure Excavation | | | 0090 214B000 276.000 CUYD| 3.00000 828.00| 7.50000 2070.00| Foundation Backfill, Local | | | 0100 230A000 210.000 RBST| 425.00000 89250.00| 350.00000 73500.00| Roadbed Processing | | | 0110 301A222 240449.000 SQYD| 5.35000 1286402.15| 5.64000 1356132.36| Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0120 401A000 104946.000 SQYD| 0.40000 41978.40| 0.40000 41978.40| Bituminous Treatment A | | | 0130 401B108 49846.000 SQYD| 0.84000 41870.64| 0.84000 41870.64| Bituminous Treatment G (With Polymer | | | Additive) | | | 0140 405A000 9994.000 GAL | 1.90000 18988.60| 1.90000 18988.60| Tack Coat | | | 0150 408A052 55840.000 SQYD| 0.35000 19544.00| 0.35000 19544.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0160 410A002 1.000 EACH| 12000.00000 12000.00| 12000.00000 12000.00| Profilograph | | | 0170 410H000 1.000 EACH| 25000.00000 25000.00| 25000.00000 25000.00| Material Remixing Device | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 14001 |( ) |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A361 14201.000 TON | 39.00000 553839.00| 39.00000 553839.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424A366 2799.000 TON | 40.00000 111960.00| 40.00000 111960.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B651 21856.000 TON | 36.50000 797744.00| 36.50000 797744.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 424B659 11195.000 TON | 37.50000 419812.50| 37.50000 419812.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B663 3665.000 TON | 34.50000 126442.50| 34.50000 126442.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B681 12275.000 TON | 36.75000 451106.25| 36.75000 451106.25| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424B685 100.000 TON | 75.00000 7500.00| 75.00000 7500.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 428C000 69080.000 LF | 0.09000 6217.20| 0.09000 6217.20| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0260 430B000 500.000 TON | 30.00000 15000.00| 25.50000 12750.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0270 530A001 135.000 LF | 23.00000 3105.00| 23.75000 3206.25| 18" Roadway Pipe (Class 3 R.C.) | | | 0280 530A101 49.000 LF | 60.00000 2940.00| 28.75000 1408.75| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 530A102 94.000 LF | 63.00000 5922.00| 40.00000 3760.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 14001 |( ) |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A662 325.000 LF | 33.00000 10725.00| 27.00000 8775.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0310 530B003 64.000 LF | 83.00000 5312.00| 48.00000 3072.00| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0320 530B004 59.000 LF | 93.50000 5516.50| 65.00000 3835.00| 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0330 530B014 24.000 LF | 83.00000 1992.00| 54.00000 1296.00| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0340 533A098 4.000 LF | 60.00000 240.00| 58.75000 235.00| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0350 533A099 178.000 LF | 33.00000 5874.00| 24.00000 4272.00| 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0360 533A102 16.000 LF | 86.00000 1376.00| 92.75000 1484.00| 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0370 533A103 28.000 LF | 96.00000 2688.00| 101.75000 2849.00| 48" Storm Sewer Pipe (Class 3 R.C.) | | | 0380 533B100 264.000 LF | 51.00000 13464.00| 43.75000 11550.00| 36" Span, 23" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0390 535A411 106.000 LF | 22.50000 2385.00| 19.00000 2014.00| 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0400 535A651 64.000 LF | 84.50000 5408.00| 19.00000 1216.00| 18" Side Drain Pipe (Temporary) | | | 0410 600A000 LUMP| 153200.00000 153200.00| 425000.00000 425000.00| Mobilization | | | 0420 601A000 1.000 EACH| 5000.00000 5000.00| 7500.00000 7500.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0430 606A000 500.000 LF | 8.00000 4000.00| 10.00000 5000.00| 6" Underdrain Pipe | | | 0440 610C001 1304.000 TON | 32.00000 41728.00| 32.00000 41728.00| Loose Riprap, Class 2 | | | 0450 610D003 1030.000 SQYD| 2.00000 2060.00| 3.00000 3090.00| Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 14001 |( ) |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 614A000 169.000 CUYD| 210.00000 35490.00| 220.00000 37180.00| Slope Paving | | | 0470 618B002 45.000 SQYD| 50.00000 2250.00| 30.00000 1350.00| Concrete Driveway, 6" Thick | | | 0480 619A002 3.000 EACH| 525.00000 1575.00| 450.00000 1350.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0490 619A003 5.000 EACH| 600.00000 3000.00| 475.00000 2375.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0500 619A101 17.000 EACH| 500.00000 8500.00| 450.00000 7650.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0510 619A102 4.000 EACH| 600.00000 2400.00| 475.00000 1900.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0520 619B018 5.000 EACH| 750.00000 3750.00| 750.00000 3750.00| 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0530 619B069 2.000 EACH| 900.00000 1800.00| 1500.00000 3000.00| 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0540 619B118 2.000 EACH| 750.00000 1500.00| 800.00000 1600.00| 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0550 620A000 3.000 CUYD| 1000.00000 3000.00| 600.00000 1800.00| Minor Structure Concrete | | | 0560 621A000 6.000 EACH| 1950.00000 11700.00| 2000.00000 12000.00| Junction Boxes, Type 1, 1P Or 5 | | | 0570 621A005 1.000 EACH| 1950.00000 1950.00| 2000.00000 2000.00| Junction Boxes, Type 1 | | | 0580 621A013 1.000 EACH| 4250.00000 4250.00| 3500.00000 3500.00| Junction Boxes, Type Special | | | 0590 621B000 7.000 EACH| 575.00000 4025.00| 475.00000 3325.00| Junction Box Units, Type 1, 1P Or 5 | | | 0600 621C027 1.000 EACH| 1950.00000 1950.00| 1600.00000 1600.00| Inlets, Type C | | | 0610 621D002 1.000 EACH| 575.00000 575.00| 475.00000 475.00| Inlet Units, Type C | | | 0620 630A001 1025.000 LF | 16.50000 16912.50| 15.00000 15375.00| Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 14001 |( ) |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 630C050 4.000 EACH| 1950.00000 7800.00| 1800.00000 7200.00| Guardrail End Anchor, Type 20 Series | | | 0640 650A000 9087.000 CUYD| 1.50000 13630.50| 9.00000 81783.00| Topsoil | | | 0650 650B000 6927.000 CUYD| 1.00000 6927.00| 2.75000 19049.25| Topsoil From Stockpiles | | | 0660 651B000 1.000 TON | 35.00000 35.00| 40.00000 40.00| Agricultural Limestone | | | 0670 652A061 12.000 ACRE| 500.00000 6000.00| 398.00000 4776.00| Seeding (Mix 3E) | | | 0680 652C000 109.000 ACRE| 55.00000 5995.00| 53.00000 5777.00| Mowing | | | 0690 654A001 7290.000 SQYD| 4.50000 32805.00| 2.93000 21359.70| Solid Sodding (Bermuda) | | | 0700 656A000 12.000 ACRE| 450.00000 5400.00| 390.00000 4680.00| Mulching, Class A, Type 1 | | | 0710 659A000 7265.000 SQYD| 1.50000 10897.50| 1.63000 11841.95| Erosion Control Netting, Class A | | | 0720 665A000 24.000 ACRE| 400.00000 9600.00| 375.00000 9000.00| Temporary Seeding | | | 0730 665B000 24.000 ACRE| 425.00000 10200.00| 390.00000 9360.00| Temporary Mulching | | | 0740 665I000 2415.000 TON | 35.00000 84525.00| 32.00000 77280.00| Temporary Riprap, Class 2 | | | 0750 665J000 27109.000 LF | 4.00000 108436.00| 3.00000 81327.00| Silt Fence, Type A | | | 0760 665K000 1550.000 CUYD| 10.00000 15500.00| 5.00000 7750.00| Drainage Sump Excavation | | | 0770 665O001 27109.000 LF | 0.25000 6777.25| 0.50000 13554.50| Silt Fence Removal | | | 0780 665Q001 4348.000 LF | 10.00000 43480.00| 7.50000 32610.00| 20 Inch Wattle | | | 0790 666A001 12.000 ACRE| 35.00000 420.00| 10.75000 129.00| Pest Control Treatment | | | 0800 680A000 LUMP| 143750.00000 143750.00| 125000.00000 125000.00| Engineering Controls | | | 0810 701A028 10.000 MILE| 1490.00000 14900.00| 1490.00000 14900.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 14001 |( ) |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 701A032 9.000 MILE| 1490.00000 13410.00| 1490.00000 13410.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0830 701A041 7.000 MILE| 950.00000 6650.00| 950.00000 6650.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0840 701A048 2.000 MILE| 1690.00000 3380.00| 1690.00000 3380.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0850 701B009 10717.000 LF | 0.85000 9109.45| 0.85000 9109.45| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0860 701C000 7.000 MILE| 450.00000 3150.00| 450.00000 3150.00| Broken Temporary Traffic Stripe | | | 0870 701C001 42.000 MILE| 530.00000 22260.00| 530.00000 22260.00| Solid Temporary Traffic Stripe | | | 0880 701D007 1.000 MILE| 1650.00000 1650.00| 1650.00000 1650.00| Solid Traffic Stripe Removed (Paint) | | | 0890 701D008 2.000 MILE| 1750.00000 3500.00| 1750.00000 3500.00| Solid Traffic Stripe Removed (Plastic) | | | 0900 701D014 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Paint) | | | 0910 701D015 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Broken Traffic Stripe Removed (Plastic) | | | 0920 703A002 15056.000 SQFT| 2.50000 37640.00| 2.50000 37640.00| Traffic Control Markings, Class 2, Type | | | A | | | 0930 703B002 830.000 SQFT| 3.50000 2905.00| 3.50000 2905.00| Traffic Control Legends, Class 2, Type | | | 0940 703C001 150.000 SQFT| 3.00000 450.00| 3.00000 450.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0950 703D001 2000.000 SQFT| 1.35000 2700.00| 1.35000 2700.00| Temporary Traffic Control Markings | | | 0960 705A011 167.000 EACH| 6.00000 1002.00| 6.00000 1002.00| Pavement Markers, Class C, Type 1-A | | | 0970 705A023 756.000 EACH| 6.00000 4536.00| 6.00000 4536.00| Pavement Markers, Class C, Type 2-D | | | 0980 705A030 960.000 EACH| 5.25000 5040.00| 5.25000 5040.00| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 14001 |( ) |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 705A031 483.000 EACH| 5.25000 2535.75| 5.25000 2535.75| Pavement Markers, Class A-H, Type 1-A | | | 1000 705A032 282.000 EACH| 5.25000 1480.50| 5.25000 1480.50| Pavement Markers, Class A-H, Type 1-B | | | 1010 705A037 167.000 EACH| 5.25000 876.75| 5.25000 876.75| Pavement Markers, Class A-H, Type 2-D | | | 1020 705A038 362.000 EACH| 5.25000 1900.50| 5.25000 1900.50| Pavement Markers, Class A-H, Type 2-E | | | 1030 707B003 1.000 EACH| 100.00000 100.00| 100.00000 100.00| Type A Hazard Marker Installation | | | 1040 709A001 8.000 EACH| 100.00000 800.00| 100.00000 800.00| Milepost, Type B | | | 1050 710A115 709.000 SQFT| 13.75000 9748.75| 13.75000 9748.75| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1060 710A126 603.000 SQFT| 16.75000 10100.25| 16.75000 10100.25| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1070 710A141 100.000 SQFT| 18.00000 1800.00| 18.00000 1800.00| Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1080 710B001 2650.000 LF | 4.25000 11262.50| 4.25000 11262.50| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1090 730A000 LUMP| 1750.00000 1750.00| 1500.00000 1500.00| Removal Of Existing Traffic Control | | | Unit (US 84 @ US 331) | | | 1100 730C000 LUMP| 6500.00000 6500.00| 5000.00000 5000.00| Furnishing And Installing Traffic | | | Control Unit (US 84 @ US 331) | | | 1110 730E000 4.000 EACH| 2350.00000 9400.00| 2500.00000 10000.00| Metal Traffic Signal Pole Foundation | | | 1120 730G001 4.000 EACH| 6700.00000 26800.00| 6000.00000 24000.00| Metal Traffic Signal Strain Pole | | | 1130 730H001 3470.000 LF | 3.50000 12145.00| 2.00000 6940.00| Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041105002 COUNTIES : COVINGTON LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( 5 ) 14001 |( ) |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1140 730I001 6365.000 LF | 1.50000 9547.50| 1.00000 6365.00| Loop Detector Lead-In-Cable | | | 1150 730J010 16.000 EACH| 175.00000 2800.00| 200.00000 3200.00| Vehicle Loop Detector | | | 1160 730K000 10.000 EACH| 275.00000 2750.00| 275.00000 2750.00| Traffic Signal Junction Box | | | 1170 730L005 1250.000 LF | 4.00000 5000.00| 3.00000 3750.00| 2", Non-Metallic, Conduit | | | 1172 730N000 4.000 EACH| 940.00000 3760.00| 500.00000 2000.00| Luminaire Extension Assembly, 12 Ft. | | | 1174 730P020 4.000 EACH| 625.00000 2500.00| 300.00000 1200.00| Vehicular Signal Head, 12 Inch, 1 | | | Section, Type LED | | | 1180 730P022 12.000 EACH| 730.00000 8760.00| 775.00000 9300.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1190 730R022 1.000 EACH| 7500.00000 7500.00| 10000.00000 10000.00| Controller Assembly, Type III, 8 Phase | | | 1200 740B000 1936.000 SQFT| 10.00000 19360.00| 7.25000 14036.00| Construction Signs | | | 1210 740D000 350.000 EACH| 60.00000 21000.00| 50.00000 17500.00| Channelizing Drums | | | 1220 740E000 75.000 EACH| 15.00000 1125.00| 25.00000 1875.00| Cones (36 Inches High) | | | 1230 740F002 74.000 EACH| 240.00000 17760.00| 175.00000 12950.00| Barricades, Type III | | | 1240 740I005 14.000 EACH| 300.00000 4200.00| 375.00000 5250.00| Warning Lights, Type B (Detachable Head | | | 1250 740M001 75.000 EACH| 8.00000 600.00| 10.00000 750.00| Ballast For Cone | | | 1260 740O000 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| Pilot Car | | | 1270 741C010 1.000 EACH| 4500.00000 4500.00| 3800.00000 3800.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1280 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,080,805.83| $ 6,286,751.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,080,805.83| $ 6,286,751.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20041105003 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 CONTRACT TIME : 09/15/06 COMPLETION DATE CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : APD-0471(504) for constructing the Base amd Pavement on Corridor "X" from the Walker County line to west of S.R.#4 (U.S.#78) west of Graysville. Length 4.421 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 14,701,422.58 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 15,771,554.06 107.2791% 3 01087 APAC-SOUTHEAST, INC. $ 16,281,065.03 110.7448% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041105003 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E043 100.000 EACH| 1.18000 118.00| 5.00000 500.00| 6.00000 600.00 Removing Raised Pavement Markers | | | 0020 210D000 172980.000 CUYD| 6.65000 1150317.00| 6.38000 1103612.40| 7.35000 1271403.00 Borrow Excavation | | | 0030 210D025 5044.000 CUYD| 7.64000 38536.16| 7.70000 38838.80| 9.45000 47665.80 Borrow Excavation(Improved Roadbed) | | | 0040 306B000 1.000 EACH| 9404.70000 9404.70| 7000.00000 7000.00| 7650.00000 7650.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0050 600A000 LUMP| 172051.53000 172051.53| 652274.00000 652274.00| 166150.00000 166150.00 Mobilization | | | 0060 601A000 1.000 EACH| 16105.56000 16105.56| 12000.00000 12000.00| 20000.00000 20000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0070 603A002 1.000 EACH| 22336.17000 22336.17| 25000.00000 25000.00| 30400.00000 30400.00 Furnishing Type 3 Field Office | | | 0080 605A002 72545.000 LF | 3.41000 247378.45| 3.38000 245202.10| 3.22000 233594.90 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0090 605B000 89.000 EACH| 305.51000 27190.39| 302.50000 26922.50| 288.75000 25698.75 Special Underdrain Outlet, Type A | | | 0100 605B001 63.000 EACH| 277.73000 17496.99| 275.00000 17325.00| 262.50000 16537.50 Special Underdrain Outlet, Type B | | | 0110 614A000 1591.000 CUYD| 205.52000 326982.32| 216.00000 343656.00| 194.25000 309051.75 Slope Paving | | | 0120 630A001 2654.000 LF | 18.33000 48647.82| 18.15000 48170.10| 17.33000 45993.82 Steel Beam Guardrail, Class A, Type 2 | | | 0130 630C001 1.000 EACH| 777.65000 777.65| 770.00000 770.00| 735.00000 735.00 Guardrail End Anchor, Type 8 | | | 0140 630C003 8.000 EACH| 1388.66000 11109.28| 1375.00000 11000.00| 1312.50000 10500.00 Guardrail End Anchor, Type 13 | | | 0150 630C070 9.000 EACH| 1833.04000 16497.36| 1815.00000 16335.00| 1732.50000 15592.50 Guardrail End Anchor, Type 10 Series | | | 0160 650A000 21598.000 CUYD| 7.55000 163064.90| 7.15000 154425.70| 6.30000 136067.40 Topsoil | | | 0170 650B000 5500.000 CUYD| 5.43000 29865.00| 4.40000 24200.00| 6.30000 34650.00 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041105003 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 652A050 51.000 ACRE| 588.79000 30028.29| 466.62000 23797.62| 446.25000 22758.75 Seeding (Mix 1A) | | | 0190 652C000 51.000 ACRE| 83.32000 4249.32| 61.11000 3116.61| 42.00000 2142.00 Mowing | | | 0200 654A000 2345.000 SQYD| 3.89000 9122.05| 3.61000 8465.45| 3.95000 9262.75 Solid Sodding | | | 0210 656A000 51.000 ACRE| 647.67000 33031.17| 466.62000 23797.62| 420.00000 21420.00 Mulching, Class A, Type 1 | | | 0220 659A001 29084.000 SQYD| 1.39000 40426.76| 3.05000 88706.20| 1.42000 41299.28 Erosion Control Netting, Class B | | | 0230 665A000 17.000 ACRE| 388.83000 6610.11| 444.40000 7554.80| 388.50000 6604.50 Temporary Seeding | | | 0240 665B000 17.000 ACRE| 333.28000 5665.76| 466.62000 7932.54| 399.00000 6783.00 Temporary Mulching | | | 0250 665J000 25223.000 LF | 2.94000 74155.62| 3.85000 97108.55| 2.85000 71885.55 Silt Fence, Type A | | | 0260 665O001 25223.000 LF | 1.16000 29258.68| 1.10000 27745.30| 0.13000 3278.99 Silt Fence Removal | | | 0270 665P001 50.000 EACH| 294.40000 14720.00| 302.50000 15125.00| 787.50000 39375.00 Inlet Protection Device | | | 0280 680A000 LUMP| 235117.61000 235117.61| 125000.00000 125000.00| 191500.00000 191500.00 Engineering Controls | | | 0290 703C001 1000.000 SQFT| 4.47000 4470.00| 4.44000 4440.00| 4.25000 4250.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0300 726A000 1850.000 LF | 22.22000 41107.00| 45.00000 83250.00| 21.00000 38850.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0310 740B000 274.000 SQFT| 8.52000 2334.48| 9.04000 2476.96| 8.07000 2211.18 Construction Signs | | | 0320 740D000 100.000 EACH| 70.54000 7054.00| 75.00000 7500.00| 67.00000 6700.00 Channelizing Drums | | | 0330 740F002 12.000 EACH| 193.97000 2327.64| 215.71000 2588.52| 183.75000 2205.00 Barricades, Type III | | | 0340 740I005 6.000 EACH| 793.52000 4761.12| 979.44000 5876.64| 750.00000 4500.00 Warning Lights, Type B (Detachable Head | | | 0350 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | 0360 230A000 AA1 198.000 RBST| 402.38000 79671.24| 302.50000 59895.00| 397.75000 78754.50 Roadbed Processing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041105003 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 231C000 AA1 299.000 RBST| 410.72000 122805.28| 357.50000 106892.50| 397.75000 118927.25 Stabilizing Roadbed With In-Place | | | Material | | | 0380 301A012 AA1 126253.000 SQYD| 4.61000 582026.33| 4.90000 618639.70| 4.99000 630002.47 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0390 301A022 AA1 210380.000 SQYD| 6.52000 1371677.60| 6.71000 1411649.80| 7.09000 1491594.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 8.5" Compacted Thickness | | | 0400 327F000 AA1 321217.000 SQYD| 6.04000 1940150.68| 6.69000 2148941.73| 7.42000 2383430.14 Permeable Base(4.00 Inches) | | | 0410 401A043 AA1 334071.000 SQYD| 0.95000 317367.45| 0.95000 317367.45| 0.92000 307345.32 Bituminous Treatment AE | | | 0420 405A000 AA1 46129.000 GAL | 0.96000 44283.84| 1.25000 57661.25| 1.20000 55354.80 Tack Coat | | | 0430 410C000 AA1 1.000 EACH| 9904.78000 9904.78| 12500.00000 12500.00| 25350.00000 25350.00 Contractor Retained Profilograph | | | 0440 410H000 AA1 1.000 EACH| 217351.29000 217351.29| 250000.00000 250000.00| 199000.00000 199000.00 Material Remixing Device | | | 0450 423C000 AA1 203728.000 SQYD| 4.03000 821023.84| 4.29000 873993.12| 4.76000 969745.28 Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size (1.50 | | | Inches) | | | 0460 423D000 AA1 182085.000 SQYD| 5.31000 966871.35| 5.70000 1037884.50| 6.14000 1118001.90 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size (2.25 Inches) | | | 0470 423D001 AA1 20846.000 SQYD| 6.71000 139876.66| 6.98000 145505.08| 8.52000 177607.92 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size (2.70 Inches) | | | 0480 424D000 AA1 106310.000 SQYD| 3.10000 329561.00| 3.34000 355075.40| 3.63000 385905.30 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D (1.50 Inches) | | | 0490 424E000 AA1 295416.000 SQYD| 14.51000 4286486.16| 14.95000 4416469.20| 16.13000 4765060.08 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, Esal Range E (8.11 Inches) | | | 0500 424E001 AA1 20843.000 SQYD| 5.71000 119013.53| 6.34000 132144.62| 7.44000 155071.92 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E (3.15 Inches) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041105003 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 424E050 AA1 106408.000 SQYD| 4.07000 433080.56| 4.35000 462874.80| 4.66000 495861.28 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, Esal Range C/D (2.25 Inches) | | | 0520 428C000 AA1 43125.000 LF | 0.09000 3881.25| 0.18000 7762.50| 0.15000 6468.75 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0530 450B000 AA1 1247.000 SQYD| 55.55000 69270.85| 72.00000 89784.00| 52.50000 65467.50 Reinforced Cement Concrete Bridge End | | | Slab | | | 0540 230A000 AA2 198.000 RBST| | | Roadbed Processing | | | 0550 231C000 AA2 299.000 RBST| | | Stabilizing Roadbed With In-Place | | | Material | | | 0560 301A008 AA2 24309.000 SQYD| | | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0570 301A012 AA2 101944.000 SQYD| | | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0580 301A022 AA2 210380.000 SQYD| | | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 8.5" Compacted Thickness | | | 0590 327F000 AA2 318654.000 SQYD| | | Permeable Base(4.00 Inches) | | | 0600 401A043 AA2 333277.000 SQYD| | | Bituminous Treatment AE | | | 0610 428E000 AA2 43125.000 LF | | | Scoring Concrete Pavement Surface By | | | Cutting | | | 0620 450A019 AA2 20830.000 SQYD| | | Plain Cement Concrete Pavement, 10 | | | Inches Thick | | | 0630 450A020 AA2 287581.000 SQYD| | | Plain Cement Concrete Pavement, 13 | | | Inches Thick | | | 0640 450B000 AA2 1627.000 SQYD| | | Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041105003 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( 3 ) 01087 |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 450G000 AA2 1.000 EACH| | | Contractor Retained Profilograph | | | SECTION TOTALS | $ 14,701,422.58| $ 15,771,554.06| $ 16,281,065.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,701,422.58| $ 15,771,554.06| $ 16,281,065.03 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 CONTRACT TIME : 1095 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : APD-471(522) for constructing the Grade, Drain, Partial Base & Pave and Bridge on Corridor "X" from east of C.R.#105 to east of C.R.#77 in Coalburg. Length 2.512 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 27,734,268.87 100.0000% 2 07014 ELMO GREER & SONS, LLC $ 29,814,229.36 107.4996% 3 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 35,348,448.77 127.4540% 4 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 36,263,288.50 130.7526% 5 14007 W. S. NEWELL & SONS, INC. $ 36,840,709.63 132.8346% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07014 |( 3 ) 08016 |HASTINGS GENERAL CONTRACTIN |ELMO GREER & SONS, LLC |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 504000.00000 504000.00| 2097000.00000 2097000.00| 2100000.00000 2100000.00 Clearing & Grubbing (Approximately 112 | | | Acres) | | | 0020 205A001 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 1 | | | 0030 206D000 4300.000 LF | 1.00000 4300.00| 4.00000 17200.00| 10.00000 43000.00 Removing Pipe | | | 0040 210A000 5889494.000 CUYD| 1.80000 10601089.20| 1.98000 11661198.12| 2.20000 12956886.80 Unclassified Excavation | | | 0050 214A000 63041.000 CUYD| 10.00000 630410.00| 5.00000 315205.00| 12.00000 756492.00 Structure Excavation | | | 0060 214B001 24960.000 CUYD| 20.00000 499200.00| 27.50000 686400.00| 28.00000 698880.00 Foundation Backfill, Commercial | | | 0070 215A000 494.000 CUYD| 69.60000 34382.40| 60.00000 29640.00| 35.00000 17290.00 Unclassified Bridge Excavation | | | 0080 215B000 LUMP| 1.16000 1.16| 1.00000 1.00| 1000.00000 1000.00 Cofferdams Or Sheeting And Shoring, Sta | | | 35+68.27 | | | 0090 224A000 100.000 CUYD| 4.00000 400.00| 50.00000 5000.00| 12.00000 1200.00 Lime Sink Excavation | | | 0100 224C001 50.000 TON | 16.00000 800.00| 15.00000 750.00| 21.00000 1050.00 Special Backfill For Lime Sink, ALDOT | | | #467 or #57 | | | 0110 230A000 372.000 RBST| 350.00000 130200.00| 375.00000 139500.00| 645.00000 239940.00 Roadbed Processing | | | 0120 301A012 469.000 SQYD| 6.00000 2814.00| 8.00000 3752.00| 9.20000 4314.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 306E000 1.000 EACH| 11488.50000 11488.50| 10350.00000 10350.00| 11000.00000 11000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0140 401A000 11882.000 SQYD| 0.55000 6535.10| 0.40000 4752.80| 0.43000 5109.26 Bituminous Treatment A | | | 0150 401B108 3642.000 SQYD| 3.94000 14349.48| 3.00000 10926.00| 3.20000 11654.40 Bituminous Treatment G (With Polymer | | | Additive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07014 |( 3 ) 08016 |HASTINGS GENERAL CONTRACTIN |ELMO GREER & SONS, LLC |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 405A000 15728.000 GAL | 1.38000 21704.64| 0.60000 9436.80| 0.62000 9751.36 Tack Coat | | | 0170 424A280 1004.000 TON | 55.66000 55882.64| 49.22000 49416.88| 50.00000 50200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0180 424A360 74.000 TON | 103.61000 7667.14| 70.00000 5180.00| 74.00000 5476.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424B280 1790.000 TON | 54.16000 96946.40| 41.71000 74660.90| 43.00000 76970.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0200 424B581 5093.000 TON | 42.84000 218184.12| 35.71000 181871.03| 37.00000 188441.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0210 424B650 1194.000 TON | 51.94000 62016.36| 41.57000 49634.58| 42.00000 50148.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424B651 117.000 TON | 82.36000 9636.12| 60.00000 7020.00| 62.00000 7254.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424B681 3490.000 TON | 44.34000 154746.60| 35.71000 124627.90| 37.00000 129130.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424C280 3749.000 TON | 43.06000 161431.94| 35.71000 133876.79| 37.00000 138713.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0250 424C360 340.000 TON | 84.74000 28811.60| 42.00000 14280.00| 43.00000 14620.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0260 430B026 2000.000 TON | 15.00000 30000.00| 12.50000 25000.00| 15.00000 30000.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07014 |( 3 ) 08016 |HASTINGS GENERAL CONTRACTIN |ELMO GREER & SONS, LLC |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 450B000 170.000 SQYD| 139.20000 23664.00| 50.00000 8500.00| 85.00000 14450.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A001 4796010.000 LB | 0.55000 2637805.50| 0.56000 2685765.60| 0.80000 3836808.00 Steel Reinforcement (Grade 60) | | | 0290 502B000 LUMP| 155440.00000 155440.00| 134000.00000 134000.00| 300000.00000 300000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 35+68.27, 165370 | | | LBS. (Grade 60) | | | 0300 505G003 16.000 EACH| 145.00000 2320.00| 125.00000 2000.00| 250.00000 4000.00 Pile Points (Type A, 12") | | | 0310 505M002 540.000 LF | 41.76000 22550.40| 36.00000 19440.00| 39.00000 21060.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0320 508A000 10355.000 LB | 3.48000 36035.40| 3.00000 31065.00| 2.90000 30029.50 Structural Steel | | | 0330 510A000 434.000 CUYD| 298.12000 129384.08| 257.00000 111538.00| 375.00000 162750.00 Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 408320.00000 408320.00| 352000.00000 352000.00| 350000.00000 350000.00 Bridge Concrete Superstructure, Sta. | | | 35+68.27, APPROX. 832 CU. YDS. | | | 0350 510E000 2389.000 SQYD| 2.90000 6928.10| 2.50000 5972.50| 5.00000 11945.00 Grooving Concrete Bridge Decks | | | 0360 511A004 60.000 EACH| 278.40000 16704.00| 240.00000 14400.00| 200.00000 12000.00 Elastomeric Bearings, Type 4 | | | 0370 513B017 3227.000 LF | 149.64000 482888.28| 129.00000 416283.00| 115.00000 371105.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0380 524A011 29961.000 CUYD| 140.00000 4194540.00| 175.00000 5243175.00| 210.00000 6291810.00 Culvert Concrete (Cast In Place) | | | 0390 530A002 3790.000 LF | 26.70000 101193.00| 37.00000 140230.00| 30.00000 113700.00 24" Roadway Pipe (Class 3 R.C.) | | | 0400 530A003 270.000 LF | 46.72000 12614.40| 46.00000 12420.00| 39.00000 10530.00 30" Roadway Pipe (Class 3 R.C.) | | | 0410 530A004 91.000 LF | 52.23000 4752.93| 58.00000 5278.00| 49.00000 4459.00 36" Roadway Pipe (Class 3 R.C.) | | | 0420 530A024 135.000 LF | 31.22000 4214.70| 39.00000 5265.00| 40.00000 5400.00 24" Roadway Pipe (Class 5 R.C.) | | | 0430 530A025 149.000 LF | 55.62000 8287.38| 52.00000 7748.00| 53.00000 7897.00 30" Roadway Pipe (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07014 |( 3 ) 08016 |HASTINGS GENERAL CONTRACTIN |ELMO GREER & SONS, LLC |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 530A213 1652.000 LF | 30.00000 49560.00| 47.00000 77644.00| 37.00000 61124.00 24" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0450 530A214 298.000 LF | 34.00000 10132.00| 56.00000 16688.00| 46.00000 13708.00 30" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0460 530A378 787.000 LF | 139.02000 109408.74| 109.00000 85783.00| 110.00000 86570.00 48" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0470 530B002 68.000 LF | 38.47000 2615.96| 45.00000 3060.00| 36.00000 2448.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0480 535A001 140.000 LF | 30.00000 4200.00| 27.00000 3780.00| 18.00000 2520.00 18" Side Drain Pipe | | | 0490 600A000 LUMP| 800000.00000 800000.00| 599000.00000 599000.00| 1100000.00000 1100000.00 Mobilization | | | 0500 602A000 77.000 EACH| 200.00000 15400.00| 75.00000 5775.00| 100.00000 7700.00 Right Of Way Markers | | | 0510 602B000 2.000 EACH| 250.00000 500.00| 200.00000 400.00| 100.00000 200.00 Land Survey Markers | | | 0520 603A002 1.000 EACH| 140000.00000 140000.00| 75000.00000 75000.00| 12500.00000 12500.00 Furnishing Type 3 Field Office | | | 0530 605B000 7.000 EACH| 400.00000 2800.00| 300.00000 2100.00| 1700.00000 11900.00 Special Underdrain Outlet, Type A | | | 0540 605B001 7.000 EACH| 400.00000 2800.00| 300.00000 2100.00| 1700.00000 11900.00 Special Underdrain Outlet, Type B | | | 0550 606B000 4417.000 LF | 6.00000 26502.00| 12.00000 53004.00| 15.00000 66255.00 6" Underdrain Pipe, With Filter Fabric | | | 0560 609A000 1198.000 SQYD| 9.00000 10782.00| 50.00000 59900.00| 13.00000 15574.00 Aggregate Slope Protection | | | 0570 609B000 1198.000 SQYD| 4.00000 4792.00| 3.00000 3594.00| 3.20000 3833.60 Geotextile Filter For Aggregate Slope | | | Protection | | | 0580 610C001 10536.000 TON | 22.00000 231792.00| 17.00000 179112.00| 22.00000 231792.00 Loose Riprap, Class 2 | | | 0590 610C002 974.000 TON | 30.00000 29220.00| 18.00000 17532.00| 22.00000 21428.00 Loose Riprap, Class 3 | | | 0600 610D000 10646.000 SQYD| 4.00000 42584.00| 2.00000 21292.00| 2.50000 26615.00 Filter Blanket | | | 0610 614A000 4207.000 CUYD| 280.00000 1177960.00| 185.00000 778295.00| 245.00000 1030715.00 Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07014 |( 3 ) 08016 |HASTINGS GENERAL CONTRACTIN |ELMO GREER & SONS, LLC |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 619A003 17.000 EACH| 600.00000 10200.00| 650.00000 11050.00| 730.00000 12410.00 24" Roadway Pipe End Treatment, Class 1 | | | 0630 619A005 1.000 EACH| 800.00000 800.00| 950.00000 950.00| 1300.00000 1300.00 36" Roadway Pipe End Treatment, Class 1 | | | 0640 619A007 2.000 EACH| 850.00000 1700.00| 1250.00000 2500.00| 2000.00000 4000.00 48" Roadway Pipe End Treatment, Class 1 | | | 0650 619A101 8.000 EACH| 600.00000 4800.00| 650.00000 5200.00| 590.00000 4720.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0660 619B117 2.000 EACH| 600.00000 1200.00| 1500.00000 3000.00| 790.00000 1580.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0670 620A000 10.000 CUYD| 500.00000 5000.00| 750.00000 7500.00| 900.00000 9000.00 Minor Structure Concrete | | | 0680 621A005 16.000 EACH| 16.00000 256.00| 2200.00000 35200.00| 2800.00000 44800.00 Junction Boxes, Type 1 | | | 0690 621A058 12.000 EACH| 2000.00000 24000.00| 2750.00000 33000.00| 4500.00000 54000.00 Junction Boxes, Type 3 (Modified) | | | 0700 621B005 21.000 EACH| 800.00000 16800.00| 600.00000 12600.00| 560.00000 11760.00 Junction Box Units, Type 1 | | | 0710 621C002 6.000 EACH| 2000.00000 12000.00| 1750.00000 10500.00| 2700.00000 16200.00 Inlets, Type C, P1 Or P3 | | | 0720 621C021 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 5000.00000 5000.00 Inlets, Type P2 Or P3 | | | 0730 621C068 26.000 EACH| 800.00000 20800.00| 1300.00000 33800.00| 2000.00000 52000.00 Inlets, Type Y (Partial) | | | 0740 621D019 53.000 EACH| 900.00000 47700.00| 500.00000 26500.00| 505.00000 26765.00 Inlet Units, Type Y | | | 0750 621D022 6.000 EACH| 600.00000 3600.00| 500.00000 3000.00| 550.00000 3300.00 Inlet Units, Type C, P1 Or P3 | | | 0760 621D030 2.000 EACH| 600.00000 1200.00| 750.00000 1500.00| 950.00000 1900.00 Inlet Units, Type P2 Or P3 | | | 0770 621I001 14.000 EACH| 3000.00000 42000.00| 5600.00000 78400.00| 6700.00000 93800.00 Stilling Basins, Type 1 | | | 0780 621I005 1.000 EACH| 3900.00000 3900.00| 20000.00000 20000.00| 19000.00000 19000.00 Stilling Basins, Type 5 | | | 0790 621I006 2.000 EACH| 24300.00000 48600.00| 25000.00000 50000.00| 23000.00000 46000.00 Stilling Basins, Type 6 | | | 0800 630A001 350.000 LF | 20.35000 7122.50| 16.00000 5600.00| 17.00000 5950.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07014 |( 3 ) 08016 |HASTINGS GENERAL CONTRACTIN |ELMO GREER & SONS, LLC |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 630C003 4.000 EACH| 1375.00000 5500.00| 1300.00000 5200.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0820 630C070 4.000 EACH| 2035.00000 8140.00| 1850.00000 7400.00| 1975.00000 7900.00 Guardrail End Anchor, Type 10 Series | | | 0830 634D004 11.000 EACH| 715.00000 7865.00| 878.00000 9658.00| 940.00000 10340.00 Gate, 14 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 0840 635A000 31387.000 LF | 18.64000 585053.68| 5.13000 161015.31| 5.50000 172628.50 Woven Wire Fence | | | 0850 641A614 715.000 LF | 28.57000 20427.55| 25.74000 18404.10| 27.00000 19305.00 8 Inch Ductile Iron Water Main Laid | | | 0860 641A618 2589.000 LF | 36.40000 94239.60| 32.80000 84919.20| 35.00000 90615.00 12 Inch Ductile Iron Water Main Laid | | | 0870 641A684 300.000 LF | 44.01000 13203.00| 39.65000 11895.00| 42.00000 12600.00 8 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0880 641A688 1930.000 LF | 54.39000 104972.70| 49.00000 94570.00| 52.00000 100360.00 12 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0890 641C500 2729.000 LB | 4.21000 11489.09| 3.80000 10370.20| 4.10000 11188.90 Ductile Iron Fittings | | | 0900 641E500 1.000 EACH| 2220.00000 2220.00| 2000.00000 2000.00| 2100.00000 2100.00 Fire Hydrant Reset | | | 0910 641G500 1.000 EACH| 1248.75000 1248.75| 1125.00000 1125.00| 1200.00000 1200.00 Flush Hydrant | | | 0920 641I515 3.000 EACH| 2136.75000 6410.25| 1925.00000 5775.00| 2050.00000 6150.00 2 Inch Air Release Valve | | | 0930 641J518 1.000 EACH| 1232.10000 1232.10| 1110.00000 1110.00| 1175.00000 1175.00 8 Inch Gate Valve With Box | | | 0940 641J522 3.000 EACH| 1959.15000 5877.45| 1765.00000 5295.00| 1875.00000 5625.00 12 Inch Gate Valve With Box | | | 0950 641L500 62.000 CUYD| 144.30000 8946.60| 130.00000 8060.00| 140.00000 8680.00 Concrete for Water Mains (Thrust Blocks | | | 0960 641P600 2.000 EACH| 3552.00000 7104.00| 3200.00000 6400.00| 3400.00000 6800.00 Wet Connections | | | 0970 646A810 500.000 LF | 30.52000 15260.00| 27.50000 13750.00| 29.00000 14500.00 2 Inch Steel Gas Main Laid | | | 0980 646A825 6640.000 LF | 37.18000 246875.20| 33.50000 222440.00| 35.00000 232400.00 6 Inch Steel Gas Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07014 |( 3 ) 08016 |HASTINGS GENERAL CONTRACTIN |ELMO GREER & SONS, LLC |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 646F522 100.000 LF | 120.99000 12099.00| 109.00000 10900.00| 115.00000 11500.00 6 Inch Steel Gas Main Laid, Installed | | | By Directional Drilling | | | 1000 649A535 1073.000 LF | 95.46000 102428.58| 86.00000 92278.00| 90.00000 96570.00 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1010 649A545 129.000 LF | 283.05000 36513.45| 255.00000 32895.00| 270.00000 34830.00 16 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1020 649A560 858.000 LF | 377.40000 323809.20| 340.00000 291720.00| 360.00000 308880.00 24 Inch Steel Encasement Pipe, Type | | | 1Installation | | | 1030 650B000 120940.000 CUYD| 1.50000 181410.00| 1.75000 211645.00| 2.10000 253974.00 Topsoil From Stockpiles | | | 1040 652A050 158.000 ACRE| 1037.85000 163980.30| 420.00000 66360.00| 480.00000 75840.00 Seeding (Mix 1A) | | | 1050 652A053 2.000 ACRE| 1110.00000 2220.00| 420.00000 840.00| 505.00000 1010.00 Seeding (Mix 1E) | | | 1060 652B050 158.000 ACRE| 555.00000 87690.00| 375.00000 59250.00| 405.00000 63990.00 Temporary Seeding (Mix 1AT) | | | 1070 652C000 316.000 ACRE| 49.95000 15784.20| 55.00000 17380.00| 64.00000 20224.00 Mowing | | | 1080 652D050 158.000 ACRE| 49.95000 7892.10| 650.00000 102700.00| 410.00000 64780.00 Seeding In Stubble (Mix 1A) | | | 1090 654A001 8257.000 SQYD| 3.60000 29725.20| 3.25000 26835.25| 3.50000 28899.50 Solid Sodding (Bermuda) | | | 1100 656A000 316.000 ACRE| 444.00000 140304.00| 420.00000 132720.00| 450.00000 142200.00 Mulching, Class A, Type 1 | | | 1110 656A001 2.000 ACRE| 555.00000 1110.00| 650.00000 1300.00| 505.00000 1010.00 Mulching, Class A, Type 2 | | | 1120 659A000 5000.000 SQYD| 1.11000 5550.00| 2.10000 10500.00| 2.70000 13500.00 Erosion Control Netting, Class A | | | 1130 659A001 6606.000 SQYD| 1.11000 7332.66| 2.10000 13872.60| 2.70000 17836.20 Erosion Control Netting, Class B | | | 1140 665A000 316.000 ACRE| 500.00000 158000.00| 375.00000 118500.00| 415.00000 131140.00 Temporary Seeding | | | 1150 665B000 316.000 ACRE| 500.00000 158000.00| 400.00000 126400.00| 415.00000 131140.00 Temporary Mulching | | | 1160 665C000 2640.000 LF | 18.00000 47520.00| 10.00000 26400.00| 19.50000 51480.00 15" Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07014 |( 3 ) 08016 |HASTINGS GENERAL CONTRACTIN |ELMO GREER & SONS, LLC |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 665E000 9777.000 SQYD| 1.00000 9777.00| 2.00000 19554.00| 2.35000 22975.95 Polyethylene | | | 1180 665F000 200.000 EACH| 8.00000 1600.00| 6.00000 1200.00| 6.40000 1280.00 Hay Bales | | | 1190 665I000 2904.000 TON | 14.00000 40656.00| 18.00000 52272.00| 20.00000 58080.00 Temporary Riprap, Class 2 | | | 1200 665J000 43660.000 LF | 3.00000 130980.00| 2.75000 120065.00| 4.00000 174640.00 Silt Fence, Type A | | | 1210 665K000 490.000 CUYD| 6.00000 2940.00| 6.50000 3185.00| 12.00000 5880.00 Drainage Sump Excavation | | | 1220 665L000 460.000 LF | 6.00000 2760.00| 30.00000 13800.00| 30.00000 13800.00 Floating Basin Boom | | | 1230 665O001 43660.000 LF | 0.50000 21830.00| 1.00000 43660.00| 1.60000 69856.00 Silt Fence Removal | | | 1240 665P001 32.000 EACH| 400.00000 12800.00| 100.00000 3200.00| 575.00000 18400.00 Inlet Protection Device | | | 1250 665Q001 400.000 LF | 18.00000 7200.00| 10.00000 4000.00| 14.00000 5600.00 20 Inch Wattle | | | 1260 665T000 24160.000 LF | 2.00000 48320.00| 1.00000 24160.00| 0.45000 10872.00 Temporary Earth Berms | | | 1270 666A001 112.000 ACRE| 4.00000 448.00| 65.00000 7280.00| 11.00000 1232.00 Pest Control Treatment | | | 1280 672A000 192.000 GAL | 65.00000 12480.00| 65.00000 12480.00| 95.00000 18240.00 Flocculant Liquid | | | 1290 672B000 100.000 LB | 14.00000 1400.00| 10.00000 1000.00| 15.00000 1500.00 Flocculant Powder | | | 1300 672C000 100.000 EACH| 100.00000 10000.00| 100.00000 10000.00| 150.00000 15000.00 Flocculant Log | | | 1310 680A000 LUMP| 300000.00000 300000.00| 260000.00000 260000.00| 500000.00000 500000.00 Engineering Controls | | | 1320 701A031 2.000 MILE| 2320.00000 4640.00| 2000.00000 4000.00| 2100.00000 4200.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 1330 701A035 3.000 MILE| 2552.00000 7656.00| 2200.00000 6600.00| 2300.00000 6900.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 1340 701C001 2.000 MILE| 870.00000 1740.00| 750.00000 1500.00| 800.00000 1600.00 Solid Temporary Traffic Stripe | | | 1350 701D007 2.000 MILE| 870.00000 1740.00| 750.00000 1500.00| 800.00000 1600.00 Solid Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07014 |( 3 ) 08016 |HASTINGS GENERAL CONTRACTIN |ELMO GREER & SONS, LLC |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 701G124 860.000 LF | 3.77000 3242.20| 3.25000 2795.00| 3.50000 3010.00 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 1370 701G132 1720.000 LF | 3.55000 6106.00| 2.89000 4970.80| 3.10000 5332.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 1380 703A002 119.000 SQFT| 8.12000 966.28| 7.00000 833.00| 7.50000 892.50 Traffic Control Markings, Class 2, Type | | | A | | | 1390 705A037 188.000 EACH| 6.67000 1253.96| 5.75000 1081.00| 6.10000 1146.80 Pavement Markers, Class A-H, Type 2-D | | | 1400 710A126 33.000 SQFT| 23.20000 765.60| 20.00000 660.00| 22.00000 726.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1410 710B001 13.000 LF | 5.80000 75.40| 5.00000 65.00| 5.60000 72.80 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1420 713A000 50.000 LF | 143.00000 7150.00| 95.00000 4750.00| 100.00000 5000.00 Permanent Barricades | | | 1430 740B000 477.000 SQFT| 9.28000 4426.56| 8.00000 3816.00| 8.70000 4149.90 Construction Signs | | | 1440 740D000 85.000 EACH| 69.60000 5916.00| 70.00000 5950.00| 65.00000 5525.00 Channelizing Drums | | | 1450 740E000 50.000 EACH| 10.73000 536.50| 12.00000 600.00| 10.00000 500.00 Cones (36 Inches High) | | | 1460 740F002 20.000 EACH| 191.40000 3828.00| 250.00000 5000.00| 260.00000 5200.00 Barricades, Type III | | | 1470 740I005 3.000 EACH| 90.48000 271.44| 100.00000 300.00| 1700.00000 5100.00 Warning Lights, Type B (Detachable Head | | | 1480 740M001 50.000 EACH| 7.25000 362.50| 7.00000 350.00| 6.70000 335.00 Ballast For Cone | | | 1490 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 | $ 27,734,268.87| $ 29,814,229.36| $ 35,348,448.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 27,734,268.87| $ 29,814,229.36| $ 35,348,448.77 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 14007 |( ) |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 295000.00000 295000.00| 3032439.00000 3032439.00| Clearing & Grubbing (Approximately 112 | | | Acres) | | | 0020 205A001 1.000 EACH| 20000.00000 20000.00| 3500.00000 3500.00| Removal Of Structures, Structure No. 1 | | | 0030 206D000 4300.000 LF | 8.00000 34400.00| 5.00000 21500.00| Removing Pipe | | | 0040 210A000 5889494.000 CUYD| 2.74000 16137213.56| 2.15000 12662412.10| Unclassified Excavation | | | 0050 214A000 63041.000 CUYD| 9.00000 567369.00| 17.44000 1099435.04| Structure Excavation | | | 0060 214B001 24960.000 CUYD| 27.50000 686400.00| 30.00000 748800.00| Foundation Backfill, Commercial | | | 0070 215A000 494.000 CUYD| 63.49000 31364.06| 70.00000 34580.00| Unclassified Bridge Excavation | | | 0080 215B000 LUMP| 1.06000 1.06| 1.00000 1.00| Cofferdams Or Sheeting And Shoring, Sta | | | 35+68.27 | | | 0090 224A000 100.000 CUYD| 10.00000 1000.00| 25.00000 2500.00| Lime Sink Excavation | | | 0100 224C001 50.000 TON | 20.00000 1000.00| 19.00000 950.00| Special Backfill For Lime Sink, ALDOT | | | #467 or #57 | | | 0110 230A000 372.000 RBST| 450.00000 167400.00| 115.00000 42780.00| Roadbed Processing | | | 0120 301A012 469.000 SQYD| 8.60000 4033.40| 8.00000 3752.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 306E000 1.000 EACH| 8000.00000 8000.00| 6750.00000 6750.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0140 401A000 11882.000 SQYD| 0.45000 5346.90| 0.40000 4752.80| Bituminous Treatment A | | | 0150 401B108 3642.000 SQYD| 1.85000 6737.70| 3.00000 10926.00| Bituminous Treatment G (With Polymer | | | Additive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 14007 |( ) |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 405A000 15728.000 GAL | 1.10000 17300.80| 0.60000 9436.80| Tack Coat | | | 0170 424A280 1004.000 TON | 53.00000 53212.00| 49.22000 49416.88| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0180 424A360 74.000 TON | 56.00000 4144.00| 70.00000 5180.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0190 424B280 1790.000 TON | 47.00000 84130.00| 41.71000 74660.90| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0200 424B581 5093.000 TON | 46.50000 236824.50| 35.71000 181871.03| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0210 424B650 1194.000 TON | 47.00000 56118.00| 41.57000 49634.58| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424B651 117.000 TON | 47.00000 5499.00| 60.00000 7020.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0230 424B681 3490.000 TON | 46.00000 160540.00| 35.71000 124627.90| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424C280 3749.000 TON | 45.00000 168705.00| 35.71000 133876.79| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0250 424C360 340.000 TON | 45.00000 15300.00| 42.00000 14280.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0260 430B026 2000.000 TON | 15.00000 30000.00| 17.00000 34000.00| Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 14007 |( ) |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 450B000 170.000 SQYD| 50.00000 8500.00| 50.00000 8500.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A001 4796010.000 LB | 0.66000 3165366.60| 0.56000 2685765.60| Steel Reinforcement (Grade 60) | | | 0290 502B000 LUMP| 141798.94000 141798.94| 104000.00000 104000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 35+68.27, 165370 | | | LBS. (Grade 60) | | | 0300 505G003 16.000 EACH| 132.28000 2116.48| 125.00000 2000.00| Pile Points (Type A, 12") | | | 0310 505M002 540.000 LF | 38.10000 20574.00| 31.00000 16740.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0320 508A000 10355.000 LB | 3.17000 32825.35| 2.00000 20710.00| Structural Steel | | | 0330 510A000 434.000 CUYD| 271.96000 118030.64| 390.00000 169260.00| Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 372486.77000 372486.77| 221000.00000 221000.00| Bridge Concrete Superstructure, Sta. | | | 35+68.27, APPROX. 832 CU. YDS. | | | 0350 510E000 2389.000 SQYD| 2.65000 6330.85| 2.00000 4778.00| Grooving Concrete Bridge Decks | | | 0360 511A004 60.000 EACH| 253.97000 15238.20| 395.00000 23700.00| Elastomeric Bearings, Type 4 | | | 0370 513B017 3227.000 LF | 136.51000 440517.77| 140.00000 451780.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0380 524A011 29961.000 CUYD| 201.69000 6042834.09| 175.00000 5243175.00| Culvert Concrete (Cast In Place) | | | 0390 530A002 3790.000 LF | 50.00000 189500.00| 32.00000 121280.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0400 530A003 270.000 LF | 66.00000 17820.00| 41.00000 11070.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0410 530A004 91.000 LF | 81.00000 7371.00| 72.00000 6552.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0420 530A024 135.000 LF | 52.00000 7020.00| 49.00000 6615.00| 24" Roadway Pipe (Class 5 R.C.) | | | 0430 530A025 149.000 LF | 67.00000 9983.00| 56.00000 8344.00| 30" Roadway Pipe (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 14007 |( ) |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 530A213 1652.000 LF | 50.00000 82600.00| 38.00000 62776.00| 24" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0450 530A214 298.000 LF | 66.00000 19668.00| 45.00000 13410.00| 30" Roadway Pipe (14 Gauge C.C.M.P.I.) | | | 0460 530A378 787.000 LF | 127.00000 99949.00| 97.50000 76732.50| 48" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0470 530B002 68.000 LF | 65.00000 4420.00| 76.00000 5168.00| 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0480 535A001 140.000 LF | 41.00000 5740.00| 45.00000 6300.00| 18" Side Drain Pipe | | | 0490 600A000 LUMP| 2458981.04000 2458981.04| 4422528.00000 4422528.00| Mobilization | | | 0500 602A000 77.000 EACH| 125.00000 9625.00| 165.00000 12705.00| Right Of Way Markers | | | 0510 602B000 2.000 EACH| 300.00000 600.00| 300.00000 600.00| Land Survey Markers | | | 0520 603A002 1.000 EACH| 45000.00000 45000.00| 44400.00000 44400.00| Furnishing Type 3 Field Office | | | 0530 605B000 7.000 EACH| 350.00000 2450.00| 500.00000 3500.00| Special Underdrain Outlet, Type A | | | 0540 605B001 7.000 EACH| 350.00000 2450.00| 500.00000 3500.00| Special Underdrain Outlet, Type B | | | 0550 606B000 4417.000 LF | 8.00000 35336.00| 26.50000 117050.50| 6" Underdrain Pipe, With Filter Fabric | | | 0560 609A000 1198.000 SQYD| 7.00000 8386.00| 10.00000 11980.00| Aggregate Slope Protection | | | 0570 609B000 1198.000 SQYD| 2.00000 2396.00| 3.00000 3594.00| Geotextile Filter For Aggregate Slope | | | Protection | | | 0580 610C001 10536.000 TON | 16.00000 168576.00| 21.75000 229158.00| Loose Riprap, Class 2 | | | 0590 610C002 974.000 TON | 16.00000 15584.00| 23.00000 22402.00| Loose Riprap, Class 3 | | | 0600 610D000 10646.000 SQYD| 2.00000 21292.00| 2.00000 21292.00| Filter Blanket | | | 0610 614A000 4207.000 CUYD| 185.00000 778295.00| 185.00000 778295.00| Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 14007 |( ) |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 619A003 17.000 EACH| 650.00000 11050.00| 650.00000 11050.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0630 619A005 1.000 EACH| 950.00000 950.00| 950.00000 950.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0640 619A007 2.000 EACH| 1250.00000 2500.00| 1250.00000 2500.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0650 619A101 8.000 EACH| 650.00000 5200.00| 650.00000 5200.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0660 619B117 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0670 620A000 10.000 CUYD| 1000.00000 10000.00| 750.00000 7500.00| Minor Structure Concrete | | | 0680 621A005 16.000 EACH| 2200.00000 35200.00| 2200.00000 35200.00| Junction Boxes, Type 1 | | | 0690 621A058 12.000 EACH| 2750.00000 33000.00| 2750.00000 33000.00| Junction Boxes, Type 3 (Modified) | | | 0700 621B005 21.000 EACH| 600.00000 12600.00| 600.00000 12600.00| Junction Box Units, Type 1 | | | 0710 621C002 6.000 EACH| 1750.00000 10500.00| 2000.00000 12000.00| Inlets, Type C, P1 Or P3 | | | 0720 621C021 1.000 EACH| 1300.00000 1300.00| 2000.00000 2000.00| Inlets, Type P2 Or P3 | | | 0730 621C068 26.000 EACH| 1300.00000 33800.00| 1300.00000 33800.00| Inlets, Type Y (Partial) | | | 0740 621D019 53.000 EACH| 500.00000 26500.00| 500.00000 26500.00| Inlet Units, Type Y | | | 0750 621D022 6.000 EACH| 500.00000 3000.00| 500.00000 3000.00| Inlet Units, Type C, P1 Or P3 | | | 0760 621D030 2.000 EACH| 750.00000 1500.00| 500.00000 1000.00| Inlet Units, Type P2 Or P3 | | | 0770 621I001 14.000 EACH| 5600.00000 78400.00| 5600.00000 78400.00| Stilling Basins, Type 1 | | | 0780 621I005 1.000 EACH| 20000.00000 20000.00| 20000.00000 20000.00| Stilling Basins, Type 5 | | | 0790 621I006 2.000 EACH| 25000.00000 50000.00| 25000.00000 50000.00| Stilling Basins, Type 6 | | | 0800 630A001 350.000 LF | 16.50000 5775.00| 16.50000 5775.00| Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 14007 |( ) |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 630C003 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| Guardrail End Anchor, Type 13 | | | 0820 630C070 4.000 EACH| 1650.00000 6600.00| 1650.00000 6600.00| Guardrail End Anchor, Type 10 Series | | | 0830 634D004 11.000 EACH| 975.56000 10731.16| 878.00000 9658.00| Gate, 14 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 0840 635A000 31387.000 LF | 6.13000 192402.31| 5.13000 161015.31| Woven Wire Fence | | | 0850 641A614 715.000 LF | 26.00000 18590.00| 41.70000 29815.50| 8 Inch Ductile Iron Water Main Laid | | | 0860 641A618 2589.000 LF | 33.00000 85437.00| 52.60000 136181.40| 12 Inch Ductile Iron Water Main Laid | | | 0870 641A684 300.000 LF | 40.00000 12000.00| 49.90000 14970.00| 8 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0880 641A688 1930.000 LF | 50.00000 96500.00| 61.20000 118116.00| 12 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0890 641C500 2729.000 LB | 4.00000 10916.00| 3.90000 10643.10| Ductile Iron Fittings | | | 0900 641E500 1.000 EACH| 2100.00000 2100.00| 2093.00000 2093.00| Fire Hydrant Reset | | | 0910 641G500 1.000 EACH| 1150.00000 1150.00| 520.50000 520.50| Flush Hydrant | | | 0920 641I515 3.000 EACH| 2000.00000 6000.00| 1539.00000 4617.00| 2 Inch Air Release Valve | | | 0930 641J518 1.000 EACH| 1200.00000 1200.00| 746.40000 746.40| 8 Inch Gate Valve With Box | | | 0940 641J522 3.000 EACH| 1800.00000 5400.00| 1426.40000 4279.20| 12 Inch Gate Valve With Box | | | 0950 641L500 62.000 CUYD| 140.00000 8680.00| 123.50000 7657.00| Concrete for Water Mains (Thrust Blocks | | | 0960 641P600 2.000 EACH| 3300.00000 6600.00| 2625.70000 5251.40| Wet Connections | | | 0970 646A810 500.000 LF | 28.00000 14000.00| 43.80000 21900.00| 2 Inch Steel Gas Main Laid | | | 0980 646A825 6640.000 LF | 34.00000 225760.00| 54.80000 363872.00| 6 Inch Steel Gas Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -17 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 14007 |( ) |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 646F522 100.000 LF | 110.00000 11000.00| 216.10000 21610.00| 6 Inch Steel Gas Main Laid, Installed | | | By Directional Drilling | | | 1000 649A535 1073.000 LF | 90.00000 96570.00| 78.60000 84337.80| 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1010 649A545 129.000 LF | 260.00000 33540.00| 248.10000 32004.90| 16 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1020 649A560 858.000 LF | 350.00000 300300.00| 320.60000 275074.80| 24 Inch Steel Encasement Pipe, Type | | | 1Installation | | | 1030 650B000 120940.000 CUYD| 2.00000 241880.00| 2.75000 332585.00| Topsoil From Stockpiles | | | 1040 652A050 158.000 ACRE| 420.00000 66360.00| 600.00000 94800.00| Seeding (Mix 1A) | | | 1050 652A053 2.000 ACRE| 420.00000 840.00| 600.00000 1200.00| Seeding (Mix 1E) | | | 1060 652B050 158.000 ACRE| 375.00000 59250.00| 400.00000 63200.00| Temporary Seeding (Mix 1AT) | | | 1070 652C000 316.000 ACRE| 55.00000 17380.00| 75.00000 23700.00| Mowing | | | 1080 652D050 158.000 ACRE| 650.00000 102700.00| 600.00000 94800.00| Seeding In Stubble (Mix 1A) | | | 1090 654A001 8257.000 SQYD| 3.25000 26835.25| 4.50000 37156.50| Solid Sodding (Bermuda) | | | 1100 656A000 316.000 ACRE| 420.00000 132720.00| 500.00000 158000.00| Mulching, Class A, Type 1 | | | 1110 656A001 2.000 ACRE| 650.00000 1300.00| 500.00000 1000.00| Mulching, Class A, Type 2 | | | 1120 659A000 5000.000 SQYD| 2.10000 10500.00| 1.50000 7500.00| Erosion Control Netting, Class A | | | 1130 659A001 6606.000 SQYD| 2.10000 13872.60| 1.50000 9909.00| Erosion Control Netting, Class B | | | 1140 665A000 316.000 ACRE| 375.00000 118500.00| 400.00000 126400.00| Temporary Seeding | | | 1150 665B000 316.000 ACRE| 400.00000 126400.00| 450.00000 142200.00| Temporary Mulching | | | 1160 665C000 2640.000 LF | 15.00000 39600.00| 22.00000 58080.00| 15" Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -18 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 14007 |( ) |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 665E000 9777.000 SQYD| 3.00000 29331.00| 3.00000 29331.00| Polyethylene | | | 1180 665F000 200.000 EACH| 10.00000 2000.00| 10.00000 2000.00| Hay Bales | | | 1190 665I000 2904.000 TON | 16.00000 46464.00| 23.00000 66792.00| Temporary Riprap, Class 2 | | | 1200 665J000 43660.000 LF | 3.00000 130980.00| 4.00000 174640.00| Silt Fence, Type A | | | 1210 665K000 490.000 CUYD| 8.00000 3920.00| 15.00000 7350.00| Drainage Sump Excavation | | | 1220 665L000 460.000 LF | 12.00000 5520.00| 15.00000 6900.00| Floating Basin Boom | | | 1230 665O001 43660.000 LF | 1.00000 43660.00| 0.01000 436.60| Silt Fence Removal | | | 1240 665P001 32.000 EACH| 300.00000 9600.00| 600.00000 19200.00| Inlet Protection Device | | | 1250 665Q001 400.000 LF | 15.00000 6000.00| 12.00000 4800.00| 20 Inch Wattle | | | 1260 665T000 24160.000 LF | 0.50000 12080.00| 2.00000 48320.00| Temporary Earth Berms | | | 1270 666A001 112.000 ACRE| 65.00000 7280.00| 35.00000 3920.00| Pest Control Treatment | | | 1280 672A000 192.000 GAL | 65.00000 12480.00| 100.00000 19200.00| Flocculant Liquid | | | 1290 672B000 100.000 LB | 10.00000 1000.00| 50.00000 5000.00| Flocculant Powder | | | 1300 672C000 100.000 EACH| 100.00000 10000.00| 150.00000 15000.00| Flocculant Log | | | 1310 680A000 LUMP| 278571.43000 278571.43| 270000.00000 270000.00| Engineering Controls | | | 1320 701A031 2.000 MILE| 2010.05000 4020.10| 2000.00000 4000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 1330 701A035 3.000 MILE| 2010.05000 6030.15| 2200.00000 6600.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 1340 701C001 2.000 MILE| 753.77000 1507.54| 750.00000 1500.00| Solid Temporary Traffic Stripe | | | 1350 701D007 2.000 MILE| 753.77000 1507.54| 750.00000 1500.00| Solid Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 004 -19 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041105004 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23025 |( 5 ) 14007 |( ) |WRIGHT BROTHERS CONSTRUCTIO |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 701G124 860.000 LF | 3.27000 2812.20| 3.25000 2795.00| Solid White, Class 3W, Type A Traffic | | | Stripe | | | 1370 701G132 1720.000 LF | 2.90000 4988.00| 2.89000 4970.80| Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 1380 703A002 119.000 SQFT| 7.04000 837.76| 7.00000 833.00| Traffic Control Markings, Class 2, Type | | | A | | | 1390 705A037 188.000 EACH| 5.78000 1086.64| 5.75000 1081.00| Pavement Markers, Class A-H, Type 2-D | | | 1400 710A126 33.000 SQFT| 18.52000 611.16| 18.00000 594.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1410 710B001 13.000 LF | 10.05000 130.65| 10.00000 130.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1420 713A000 50.000 LF | 175.00000 8750.00| 175.00000 8750.00| Permanent Barricades | | | 1430 740B000 477.000 SQFT| 8.20000 3911.40| 12.00000 5724.00| Construction Signs | | | 1440 740D000 85.000 EACH| 61.38000 5217.30| 68.00000 5780.00| Channelizing Drums | | | 1450 740E000 50.000 EACH| 9.79000 489.50| 18.00000 900.00| Cones (36 Inches High) | | | 1460 740F002 20.000 EACH| 201.06000 4021.20| 350.00000 7000.00| Barricades, Type III | | | 1470 740I005 3.000 EACH| 1587.30000 4761.90| 650.00000 1950.00| Warning Lights, Type B (Detachable Head | | | 1480 740M001 50.000 EACH| 10.58000 529.00| 8.00000 400.00| Ballast For Cone | | | 1490 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 36,263,288.50| $ 36,840,709.63| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 36,263,288.50| $ 36,840,709.63| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 CONTRACT TIME : 750 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-7571(600) for constructing the Additional Lanes (Grade, Drainage, Pavement, Bridges and Signals) on S.R.#158 from S.R.#17 (U.S.#45) in Prichard to I-65 in Saraland. Length 2.640 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 15,763,288.56 100.0000% 2 12003 L & A CONTRACTING COMPANY $ 15,832,979.37 100.4421% 3 14007 W. S. NEWELL & SONS, INC. $ 15,846,799.54 100.5298% 4 23011 HOSEA O. WEAVER & SONS, INC. $ 15,984,828.78 101.4054% 5 13008 MOBILE ASPHALT COMPANY, LLC $ 16,493,073.61 104.6296% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 433861.00000 433861.00| 250000.00000 250000.00| 1132000.00000 1132000.00 Clearing & Grubbing (Approximately 106 | | | acres) | | | 0020 206A000 LUMP| 70200.00000 70200.00| 35000.00000 35000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 66+98.54 | | | 0030 206C016 2415.000 SQYD| 5.40000 13041.00| 1.35000 3260.25| 5.00000 12075.00 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0040 206D000 224.000 LF | 7.51000 1682.24| 21.75000 4872.00| 10.00000 2240.00 Removing Pipe | | | 0050 206D001 3514.000 LF | 4.32000 15180.48| 3.00000 10542.00| 2.00000 7028.00 Removing Guardrail | | | 0060 206D003 642.000 LF | 3.08000 1977.36| 5.10000 3274.20| 3.00000 1926.00 Removing Curb And Gutter | | | 0070 206D007 1152.000 LF | 5.32000 6128.64| 2.10000 2419.20| 3.00000 3456.00 Removing Concrete Flume | | | 0080 206E000 12.000 EACH| 164.87000 1978.44| 237.00000 2844.00| 200.00000 2400.00 Removing Headwalls | | | 0090 206E001 6.000 EACH| 203.32000 1219.92| 237.00000 1422.00| 200.00000 1200.00 Removing Inlets | | | 0100 206E002 2.000 EACH| 203.32000 406.64| 237.00000 474.00| 250.00000 500.00 Removing Junction Boxes | | | 0110 206E008 16.000 EACH| 270.00000 4320.00| 250.00000 4000.00| 150.00000 2400.00 Removing Guardrail End Anchor (All Type | | | 0120 210A000 258960.000 CUYD| 3.04000 787238.40| 4.50000 1165320.00| 2.75000 712140.00 Unclassified Excavation | | | 0130 210C000 6530.000 CUYD| 3.14000 20504.20| 6.00000 39180.00| 4.65000 30364.50 Muck Excavation | | | 0140 210D012 527274.000 CUYD| 4.87000 2567824.38| 5.25000 2768188.50| 4.93000 2599460.82 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0150 214A000 5095.000 CUYD| 5.82000 29652.90| 8.00000 40760.00| 7.00000 35665.00 Structure Excavation | | | 0160 214B000 1789.000 CUYD| 9.92000 17746.88| 10.00000 17890.00| 5.00000 8945.00 Foundation Backfill, Local | | | 0170 214B001 230.000 CUYD| 55.82000 12838.60| 35.00000 8050.00| 45.00000 10350.00 Foundation Backfill, Commercial | | | 0180 215A000 2475.000 CUYD| 8.64000 21384.00| 13.71000 33932.25| 8.25000 20418.75 Unclassified Bridge Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 215B000 LUMP| 37800.00000 37800.00| 73000.00000 73000.00| 40000.00000 40000.00 Cofferdams Or Sheeting And Shoring, | | | Station51+65.668,E.B.R. | | | 0200 215B001 LUMP| 37800.00000 37800.00| 73000.00000 73000.00| 40000.00000 40000.00 Cofferdams Or Sheeting And Shoring, | | | Station 51+65.668,W.B.R. | | | 0210 215B002 LUMP| 216000.00000 216000.00| 282000.00000 282000.00| 80000.00000 80000.00 Cofferdams Or Sheeting And Shoring, | | | Station 72+81, E.B.R. | | | 0220 215B006 LUMP| 16200.00000 16200.00| 37500.00000 37500.00| 21000.00000 21000.00 Cofferdams Or Sheeting And Shoring, | | | Station 131+73.65, E.B.R | | | 0230 230A000 278.000 RBST| 168.24000 46770.72| 275.00000 76450.00| 178.00000 49484.00 Roadbed Processing | | | 0240 301A012 100578.000 SQYD| 8.76000 881063.28| 6.60000 663814.80| 8.42000 846866.76 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0250 401A000 91307.000 SQYD| 0.38000 34696.66| 0.35000 31957.45| 0.35000 31957.45 Bituminous Treatment A | | | 0260 405A000 10842.000 GAL | 1.08000 11709.36| 1.00000 10842.00| 1.00000 10842.00 Tack Coat | | | 0270 410B000 1.000 EACH| 3780.00000 3780.00| 3500.00000 3500.00| 3500.00000 3500.00 State Furnished Profilograph | | | 0280 410H000 1.000 EACH| 32400.00000 32400.00| 30000.00000 30000.00| 30000.00000 30000.00 Material Remixing Device | | | 0290 420A011 4989.000 TON | 64.80000 323287.20| 60.00000 299340.00| 60.00000 299340.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0300 424A281 7104.000 TON | 48.06000 341418.24| 44.50000 316128.00| 44.50000 316128.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0310 424A361 2691.000 TON | 42.93000 115524.63| 39.75000 106967.25| 39.75000 106967.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0320 424B281 14141.000 TON | 45.36000 641435.76| 42.00000 593922.00| 42.00000 593922.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 424B285 100.000 TON | 72.99000 7299.00| 50.00000 5000.00| 150.00000 15000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0340 424B581 16765.000 TON | 46.44000 778566.60| 43.00000 720895.00| 43.00000 720895.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0350 424B651 2986.000 TON | 41.58000 124157.88| 38.50000 114961.00| 38.50000 114961.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0360 424B659 200.000 TON | 41.58000 8316.00| 38.50000 7700.00| 38.50000 7700.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0370 424B681 1595.000 TON | 41.58000 66320.10| 38.50000 61407.50| 38.50000 61407.50 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0380 428C000 45409.000 LF | 0.32000 14530.88| 0.08000 3632.72| 0.08000 3632.72 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0390 430B040 450.000 TON | 36.55000 16447.50| 34.10000 15345.00| 31.00000 13950.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0400 450B000 598.000 SQYD| 70.20000 41979.60| 97.50000 58305.00| 75.00000 44850.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0410 502A000 325023.000 LB | 0.91000 295770.93| 0.70000 227516.10| 0.85000 276269.55 Steel Reinforcement | | | 0420 502B000 LUMP| 64800.00000 64800.00| 47125.00000 47125.00| 75000.00000 75000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 51+65.668, E.B. | | | R., | | | 0430 502B001 LUMP| 64800.00000 64800.00| 47125.00000 47125.00| 75000.00000 75000.00 Steel Reinforcement For Bridge | | | Superstructure, Station, 51+65.667, W.B.| | | R., | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 502B002 LUMP| 216000.00000 216000.00| 137410.00000 137410.00| 200000.00000 200000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 72+81,E.B.R., | | | Approx. 211400 Lbs. | | | 0450 502B003 LUMP| 43200.00000 43200.00| 31850.00000 31850.00| 55000.00000 55000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 131+73.65,E.B.R | | | 0460 503A000 240.000 CUYD| 108.00000 25920.00| 160.00000 38400.00| 130.00000 31200.00 Seal Concrete | | | 0470 505A002 6.000 EACH| 2700.00000 16200.00| 3000.00000 18000.00| 2500.00000 15000.00 Steel Test Piles (HP 12x53) | | | 0480 505A015 2.000 EACH| 3780.00000 7560.00| 2500.00000 5000.00| 6500.00000 13000.00 Concrete Test Piles (14 Inches Square) | | | 0490 505B045 2.000 EACH| 5400.00000 10800.00| 8000.00000 16000.00| 10000.00000 20000.00 Static Loading Tests (14 Inches Square) | | | 0500 505B057 6.000 EACH| 2160.00000 12960.00| 8000.00000 48000.00| 2000.00000 12000.00 Static Loading Tests (HP 12x53) | | | 0510 505B075 2.000 EACH| 1080.00000 2160.00| 850.00000 1700.00| 2500.00000 5000.00 Dynamic Loading Tests (14 Inches Square | | | 0520 505B087 6.000 EACH| 1080.00000 6480.00| 850.00000 5100.00| 1000.00000 6000.00 Dynamic Loading Tests (HP 12x53) | | | 0530 505M002 13764.000 LF | 37.80000 520279.20| 27.40000 377133.60| 22.75000 313131.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0540 505N000 3295.000 LF | 47.52000 156578.40| 33.00000 108735.00| 35.00000 115325.00 Concrete Piling Furnished(14 Inches | | | Square) | | | 0550 505O000 3295.000 LF | 5.40000 17793.00| 1.00000 3295.00| 4.00000 13180.00 Concrete Piling Driven(14 Inches Square | | | 0560 508A000 33190.000 LB | 4.86000 161303.40| 2.04000 67707.60| 2.50000 82975.00 Structural Steel | | | 0570 510A000 1556.000 CUYD| 5.67000 8822.52| 310.00000 482360.00| 400.00000 622400.00 Bridge Substructure Concrete, Class A | | | 0580 510C051 LUMP| 178200.00000 178200.00| 134000.00000 134000.00| 225000.00000 225000.00 Bridge Concrete Superstructure, Station | | | 51+65.668, E.B.R., | | | 0590 510C052 LUMP| 178200.00000 178200.00| 134000.00000 134000.00| 225000.00000 225000.00 Bridge Concrete Superstructure, Station | | | 51+65.668, W.B.R., | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 510C053 LUMP| 648000.00000 648000.00| 396800.00000 396800.00| 420000.00000 420000.00 Bridge Concrete Superstructure, Station | | | 72+81,E.B.R Approx. 992 cu. yd. | | | 0610 510C054 LUMP| 129600.00000 129600.00| 82820.00000 82820.00| 165000.00000 165000.00 Bridge Concrete Superstructure, Station | | | 131+73.65, E.B.R., | | | 0620 510E000 5542.000 SQYD| 5.18000 28707.56| 2.54000 14076.68| 2.80000 15517.60 Grooving Concrete Bridge Decks | | | 0630 511A004 28.000 EACH| 540.00000 15120.00| 330.00000 9240.00| 575.00000 16100.00 Elastomeric Bearings, Type 4 | | | 0640 511A071 56.000 EACH| 324.00000 18144.00| 190.00000 10640.00| 290.00000 16240.00 Elastomeric Bearing Type 4 (Mark VB2) | | | 0650 511A072 52.000 EACH| 540.00000 28080.00| 272.00000 14144.00| 310.00000 16120.00 Elastomeric Bearing Type 4 (Mark VB3) | | | 0660 511A073 54.000 EACH| 540.00000 29160.00| 325.00000 17550.00| 300.00000 16200.00 Elastomeric Bearing Type 4 (Mark VB4) | | | 0670 513B004 1692.000 LF | 81.00000 137052.00| 63.00000 106596.00| 83.00000 140436.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0680 513B005 1920.000 LF | 105.84000 203212.80| 97.50000 187200.00| 110.00000 211200.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0690 513B017 3654.000 LF | 145.80000 532753.20| 131.35000 479952.90| 151.00000 551754.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0700 513B029 1742.000 LF | 162.00000 282204.00| 118.00000 205556.00| 162.00000 282204.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 Modified | | | (Speciality Item) | | | 0710 524B011 294.000 CUYD| 523.80000 153997.20| 485.00000 142590.00| 450.00000 132300.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0720 529A010 5300.000 SQFT| 22.24000 117872.00| 75.00000 397500.00| 32.00000 169600.00 Retaining Wall | | | 0730 530A001 2361.000 LF | 25.10000 59261.10| 33.67000 79494.87| 30.00000 70830.00 18" Roadway Pipe (Class 3 R.C.) | | | 0740 530A002 972.000 LF | 34.20000 33242.40| 43.27000 42058.44| 39.00000 37908.00 24" Roadway Pipe (Class 3 R.C.) | | | 0750 530A003 164.000 LF | 46.59000 7640.76| 53.75000 8815.00| 48.00000 7872.00 30" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 530A004 573.000 LF | 65.02000 37256.46| 78.57000 45020.61| 61.00000 34953.00 36" Roadway Pipe (Class 3 R.C.) | | | 0770 530A006 304.000 LF | 99.71000 30311.84| 123.79000 37632.16| 90.00000 27360.00 48" Roadway Pipe (Class 3 R.C.) | | | 0780 530A101 11.000 LF | 69.08000 759.88| 33.67000 370.37| 50.00000 550.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0790 530A102 60.000 LF | 19.34000 1160.40| 43.27000 2596.20| 60.00000 3600.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0800 530A103 27.000 LF | 64.28000 1735.56| 59.75000 1613.25| 70.00000 1890.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0810 530A104 107.000 LF | 78.22000 8369.54| 86.69000 9275.83| 71.00000 7597.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0820 530A106 4.000 LF | 181.62000 726.48| 162.40000 649.60| 140.00000 560.00 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0830 530A798 23.000 LF | 48.36000 1112.28| 225.00000 5175.00| 27.00000 621.00 15" Roadway Pipe (10 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0840 530A799 73.000 LF | 33.10000 2416.30| 150.00000 10950.00| 25.00000 1825.00 15" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0850 530A800 31.000 LF | 37.71000 1169.01| 35.00000 1085.00| 24.00000 744.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0860 530A808 7.000 LF | 127.79000 894.53| 45.00000 315.00| 27.00000 189.00 18" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0870 530B001 690.000 LF | 34.04000 23487.60| 38.00000 26220.00| 39.50000 27255.00 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0880 530B002 93.000 LF | 42.83000 3983.19| 50.95000 4738.35| 51.50000 4789.50 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0890 530B003 568.000 LF | 48.57000 27587.76| 57.73000 32790.64| 68.00000 38624.00 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 535A080 1165.000 LF | 27.72000 32293.80| 27.87000 32468.55| 30.00000 34950.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0910 535A087 195.000 LF | 69.89000 13628.55| 75.09000 14642.55| 61.00000 11895.00 36" Side Drain Pipe (Class 3 R.C.) | | | 0920 600A000 LUMP| 870189.00000 870189.00| 550000.00000 550000.00| 631000.00000 631000.00 Mobilization | | | 0930 602A000 17.000 EACH| 197.41000 3355.97| 105.00000 1785.00| 155.00000 2635.00 Right Of Way Markers | | | 0940 606A012 1088.000 LF | 12.45000 13545.60| 8.55000 9302.40| 7.50000 8160.00 6" Underdrain Pipe, Type 8 | | | 0950 609A000 1320.000 SQYD| 11.51000 15193.20| 7.95000 10494.00| 12.00000 15840.00 Aggregate Slope Protection | | | 0960 609B000 1320.000 SQYD| 2.92000 3854.40| 1.96000 2587.20| 2.00000 2640.00 Geotextile Filter For Aggregate Slope | | | Protection | | | 0970 610C001 4484.000 TON | 39.06000 175145.04| 36.80000 165011.20| 35.00000 156940.00 Loose Riprap, Class 2 | | | 0980 610D003 2434.000 SQYD| 2.57000 6255.38| 2.06000 5014.04| 2.00000 4868.00 Filter Blanket, Geotextile | | | 0990 614A000 492.000 CUYD| 243.00000 119556.00| 225.24000 110818.08| 205.00000 100860.00 Slope Paving | | | 1000 619A002 24.000 EACH| 405.00000 9720.00| 375.00000 9000.00| 375.00000 9000.00 18" Roadway Pipe End Treatment, Class 1 | | | 1010 619A003 5.000 EACH| 729.00000 3645.00| 675.00000 3375.00| 675.00000 3375.00 24" Roadway Pipe End Treatment, Class 1 | | | 1020 619A004 1.000 EACH| 561.60000 561.60| 520.00000 520.00| 520.00000 520.00 30" Roadway Pipe End Treatment, Class 1 | | | 1030 619A005 1.000 EACH| 712.80000 712.80| 660.00000 660.00| 660.00000 660.00 36" Roadway Pipe End Treatment, Class 1 | | | 1040 619A057 1.000 EACH| 869.40000 869.40| 805.00000 805.00| 805.00000 805.00 48" Roadway Pipe End Treatment, Class 2 | | | 1050 619A101 3.000 EACH| 529.20000 1587.60| 490.00000 1470.00| 490.00000 1470.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 1060 619A104 3.000 EACH| 1215.00000 3645.00| 1125.00000 3375.00| 1125.00000 3375.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 1070 619A204 1.000 EACH| 1803.60000 1803.60| 1670.00000 1670.00| 1670.00000 1670.00 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 619B016 7.000 EACH| 644.76000 4513.32| 597.00000 4179.00| 597.00000 4179.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 1090 619B017 1.000 EACH| 552.96000 552.96| 512.00000 512.00| 512.00000 512.00 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 1100 619B018 1.000 EACH| 712.80000 712.80| 660.00000 660.00| 660.00000 660.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 1110 619B266 1.000 EACH| 842.40000 842.40| 780.00000 780.00| 780.00000 780.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 1120 620A000 6.000 CUYD| 540.00000 3240.00| 500.00000 3000.00| 500.00000 3000.00 Minor Structure Concrete | | | 1130 621A000 14.000 EACH| 3024.00000 42336.00| 2800.00000 39200.00| 2800.00000 39200.00 Junction Boxes, Type 1, 1P Or 5 | | | 1140 621A001 4.000 EACH| 3240.00000 12960.00| 3000.00000 12000.00| 3000.00000 12000.00 Junction Boxes, Type 1, 2P Or 5 | | | 1150 621A005 1.000 EACH| 3780.00000 3780.00| 3500.00000 3500.00| 3500.00000 3500.00 Junction Boxes, Type 1 | | | 1160 621A016 12.000 EACH| 4860.00000 58320.00| 4500.00000 54000.00| 4500.00000 54000.00 Junction Boxes, Type 4, 1P Or 5 | | | 1170 621A017 3.000 EACH| 5287.68000 15863.04| 4896.00000 14688.00| 4896.00000 14688.00 Junction Boxes, Type 4, 2P Or 5 | | | 1180 621B000 1.000 EACH| 378.00000 378.00| 350.00000 350.00| 350.00000 350.00 Junction Box Units, Type 1, 1P Or 5 | | | 1190 621B013 12.000 EACH| 378.00000 4536.00| 350.00000 4200.00| 350.00000 4200.00 Junction Box Units, Type 4, 1P Or 5 | | | 1200 621C020 33.000 EACH| 2160.00000 71280.00| 2000.00000 66000.00| 2000.00000 66000.00 Inlets, Type Y | | | 1210 621C027 8.000 EACH| 1944.00000 15552.00| 1800.00000 14400.00| 1800.00000 14400.00 Inlets, Type C | | | 1220 621D002 3.000 EACH| 243.00000 729.00| 225.00000 675.00| 225.00000 675.00 Inlet Units, Type C | | | 1230 621D019 38.000 EACH| 270.00000 10260.00| 250.00000 9500.00| 250.00000 9500.00 Inlet Units, Type Y | | | 1240 621I001 1.000 EACH| 5994.00000 5994.00| 5550.00000 5550.00| 5550.00000 5550.00 Stilling Basins, Type 1 | | | 1250 621I002 3.000 EACH| 9433.80000 28301.40| 8735.00000 26205.00| 8735.00000 26205.00 Stilling Basins, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 623C000 830.000 LF | 12.96000 10756.80| 12.00000 9960.00| 12.00000 9960.00 Combination Curb & Gutter, Type C | | | 1270 629D001 4.000 EACH| 2160.00000 8640.00| 1800.00000 7200.00| 2000.00000 8000.00 Bridge Guardrail Retrofit, Type C | | | 1280 630A033 7813.000 LF | 17.82000 139227.66| 14.00000 109382.00| 19.75000 154306.75 Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 1290 630C001 7.000 EACH| 702.00000 4914.00| 800.00000 5600.00| 800.00000 5600.00 Guardrail End Anchor, Type 8 | | | 1300 630C003 11.000 EACH| 1458.00000 16038.00| 1250.00000 13750.00| 1450.00000 15950.00 Guardrail End Anchor, Type 13 | | | 1310 630C050 16.000 EACH| 2160.00000 34560.00| 1600.00000 25600.00| 2000.00000 32000.00 Guardrail End Anchor, Type 20 Series | | | 1320 641A612 738.000 LF | 16.98000 12531.24| 22.60000 16678.80| 15.72000 11601.36 6 Inch Ductile Iron Water Main Laid | | | 1330 641A616 665.000 LF | 24.45000 16259.25| 34.40000 22876.00| 22.64000 15055.60 10 Inch Ductile Iron Water Main Laid | | | 1340 641A746 1740.000 LF | 9.27000 16129.80| 9.60000 16704.00| 8.58000 14929.20 6 Inch P.V.C. Water Main Laid | | | 1350 641C500 2895.000 LB | 2.60000 7527.00| 4.00000 11580.00| 2.41000 6976.95 Ductile Iron Fittings | | | 1360 641D500 2.000 EACH| 1308.44000 2616.88| 1275.00000 2550.00| 1211.52000 2423.04 Fire Hydrant | | | 1370 641F500 4.000 LF | 309.30000 1237.20| 290.00000 1160.00| 286.39000 1145.56 Fire Hydrant Extension | | | 1380 641J516 9.000 EACH| 523.20000 4708.80| 570.00000 5130.00| 484.44000 4359.96 6 Inch Gate Valve With Box | | | 1390 641L500 11.000 CUYD| 456.30000 5019.30| 310.00000 3410.00| 422.50000 4647.50 Concrete for Water Mains (Thrust Blocks | | | 1400 641M512 59.000 EACH| 29.64000 1748.76| 52.40000 3091.60| 27.44000 1618.96 6 Inch Retainer Gland | | | 1410 641M516 32.000 EACH| 57.40000 1836.80| 83.40000 2668.80| 53.15000 1700.80 10 Inch Retainer Gland | | | 1420 641N510 3.000 EACH| 262.06000 786.18| 320.00000 960.00| 242.65000 727.95 6 Inch x 6 Inch Anchor Tee | | | 1430 641O536 4.000 EACH| 2586.82000 10347.28| 2500.00000 10000.00| 2395.20000 9580.80 10 Inch x 10 Inch Tapping Valve And | | | Sleeve | | | 1440 641S500 2.000 EACH| 140.40000 280.80| 205.00000 410.00| 130.00000 260.00 Valve Box Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 641T514 4.000 EACH| 9609.32000 38437.28| 20100.00000 80400.00| 8897.52000 35590.08 10 Inch Line Stop | | | 1460 649A535 420.000 LF | 112.41000 47212.20| 48.50000 20370.00| 104.08000 43713.60 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1470 649A550 90.000 LF | 175.71000 15813.90| 84.20000 7578.00| 162.69000 14642.10 18 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1480 649A650 90.000 LF | 186.51000 16785.90| 409.00000 36810.00| 172.69000 15542.10 18 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1490 650A000 35718.000 CUYD| 6.88000 245739.84| 22.00000 785796.00| 5.00000 178590.00 Topsoil | | | 1500 654A001 35358.000 SQYD| 3.08000 108902.64| 5.25000 185629.50| 3.00000 106074.00 Solid Sodding (Bermuda) | | | 1510 658A003 70.000 ACRE| 1404.00000 98280.00| 1300.00000 91000.00| 1200.00000 84000.00 Hydro-Seeding & Mulching (Mix 3E) | | | 1520 659A000 17536.000 SQYD| 1.35000 23673.60| 1.25000 21920.00| 1.50000 26304.00 Erosion Control Netting, Class A | | | 1530 665A001 5.000 ACRE| 486.00000 2430.00| 450.00000 2250.00| 400.00000 2000.00 Temporary Seeding | | | 1540 665B000 5.000 ACRE| 432.00000 2160.00| 400.00000 2000.00| 450.00000 2250.00 Temporary Mulching | | | 1550 665C000 200.000 LF | 21.33000 4266.00| 8.15000 1630.00| 18.00000 3600.00 15" Temporary Pipe | | | 1560 665E000 1000.000 SQYD| 1.03000 1030.00| 2.50000 2500.00| 2.50000 2500.00 Polyethylene | | | 1570 665G000 500.000 EACH| 8.27000 4135.00| 8.00000 4000.00| 5.00000 2500.00 Sand Bags | | | 1580 665I000 195.000 TON | 42.92000 8369.40| 46.00000 8970.00| 40.00000 7800.00 Temporary Riprap, Class 2 | | | 1590 665J000 15473.000 LF | 3.15000 48739.95| 3.00000 46419.00| 4.00000 61892.00 Silt Fence, Type A | | | 1600 665K000 501.000 CUYD| 24.38000 12214.38| 12.00000 6012.00| 10.00000 5010.00 Drainage Sump Excavation | | | 1610 665L000 1220.000 LF | 13.50000 16470.00| 9.50000 11590.00| 15.00000 18300.00 Floating Basin Boom | | | 1620 665N001 775.000 TON | 32.29000 25024.75| 22.00000 17050.00| 25.50000 19762.50 Temporary Coarse Aggregate, ALDOT | | | Number 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -12 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1630 665O001 15473.000 LF | 0.54000 8355.42| 0.50000 7736.50| 0.25000 3868.25 Silt Fence Removal | | | 1640 665P001 7.000 EACH| 378.00000 2646.00| 350.00000 2450.00| 625.00000 4375.00 Inlet Protection Device | | | 1650 665Q001 1784.000 LF | 4.59000 8188.56| 4.25000 7582.00| 12.00000 21408.00 20 Inch Wattle | | | 1660 666A001 70.000 ACRE| 27.00000 1890.00| 25.00000 1750.00| 35.00000 2450.00 Pest Control Treatment | | | 1670 672A000 159.000 GAL | 77.76000 12363.84| 60.00000 9540.00| 100.00000 15900.00 Flocculant Liquid | | | 1680 680A000 LUMP| 193030.00000 193030.00| 250000.00000 250000.00| 235000.00000 235000.00 Engineering Controls | | | 1690 701A028 8.000 MILE| 1647.00000 13176.00| 1525.00000 12200.00| 1525.00000 12200.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1700 701A032 7.000 MILE| 1647.00000 11529.00| 1525.00000 10675.00| 1525.00000 10675.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1710 701A041 6.000 MILE| 1053.00000 6318.00| 975.00000 5850.00| 975.00000 5850.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1720 701A048 2.000 MILE| 1917.00000 3834.00| 1775.00000 3550.00| 1775.00000 3550.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1730 701B009 7734.000 LF | 0.92000 7115.28| 0.85000 6573.90| 0.85000 6573.90 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1740 701B016 543.000 LF | 5.40000 2932.20| 5.00000 2715.00| 5.00000 2715.00 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 1750 701C000 7.000 MILE| 453.60000 3175.20| 420.00000 2940.00| 420.00000 2940.00 Broken Temporary Traffic Stripe | | | 1760 701C001 12.000 MILE| 518.40000 6220.80| 480.00000 5760.00| 480.00000 5760.00 Solid Temporary Traffic Stripe | | | 1770 701D007 1.000 MILE| 1620.00000 1620.00| 1500.00000 1500.00| 1500.00000 1500.00 Solid Traffic Stripe Removed (Paint) | | | 1780 701D008 2.000 MILE| 1890.00000 3780.00| 1750.00000 3500.00| 1750.00000 3500.00 Solid Traffic Stripe Removed (Plastic) | | | 1790 701D014 1.000 MILE| 1620.00000 1620.00| 1500.00000 1500.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -13 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1800 701D015 2.000 MILE| 1620.00000 3240.00| 1500.00000 3000.00| 1500.00000 3000.00 Broken Traffic Stripe Removed (Plastic) | | | 1810 701E006 1419.000 LF | 1.62000 2298.78| 1.50000 2128.50| 1.50000 2128.50 Solid Temporary Traffic | | | Stripe(Removable Tape) | | | 1820 701E009 5006.000 LF | 1.62000 8109.72| 1.50000 7509.00| 1.50000 7509.00 Broken Temporary Traffic Stripe | | | (Removable Tape) | | | 1830 701G121 2461.000 LF | 1.57000 3863.77| 1.45000 3568.45| 1.45000 3568.45 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1840 701G125 2257.000 LF | 4.11000 9276.27| 3.81000 8599.17| 3.81000 8599.17 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1850 701G133 1917.000 LF | 4.24000 8128.08| 3.93000 7533.81| 3.93000 7533.81 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1860 701H002 5006.000 LF | 0.43000 2152.58| 0.40000 2002.40| 0.40000 2002.40 Solid Traffic Stripe Removed (Tape) | | | 1870 701H007 1419.000 LF | 0.43000 610.17| 0.40000 567.60| 0.40000 567.60 Broken Traffic Stripe Removed (Tape) | | | 1880 703A002 8062.000 SQFT| 2.70000 21767.40| 2.50000 20155.00| 2.50000 20155.00 Traffic Control Markings, Class 2, Type | | | A | | | 1890 703A010 304.000 SQFT| 21.60000 6566.40| 20.00000 6080.00| 20.00000 6080.00 Traffic Control Markings,Class 3W,Type | | | 1900 703B002 471.000 SQFT| 3.78000 1780.38| 3.50000 1648.50| 3.50000 1648.50 Traffic Control Legends, Class 2, Type | | | 1910 703C001 402.000 SQFT| 3.24000 1302.48| 3.00000 1206.00| 3.00000 1206.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1920 703D001 402.000 SQFT| 1.62000 651.24| 1.50000 603.00| 1.50000 603.00 Temporary Traffic Control Markings | | | 1930 705A011 2284.000 EACH| 6.48000 14800.32| 6.00000 13704.00| 6.00000 13704.00 Pavement Markers, Class C, Type 1-A | | | 1940 705A012 1130.000 EACH| 6.48000 7322.40| 6.00000 6780.00| 6.00000 6780.00 Pavement Markers, Class C, Type 1-B | | | 1950 705A023 460.000 EACH| 6.48000 2980.80| 6.00000 2760.00| 6.00000 2760.00 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -14 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1960 705A030 286.000 EACH| 5.40000 1544.40| 5.00000 1430.00| 5.00000 1430.00 Pavement Markers, Class A-H, Type 2-C | | | 1970 705A031 794.000 EACH| 5.40000 4287.60| 5.00000 3970.00| 5.00000 3970.00 Pavement Markers, Class A-H, Type 1-A | | | 1980 705A032 388.000 EACH| 5.40000 2095.20| 5.00000 1940.00| 5.00000 1940.00 Pavement Markers, Class A-H, Type 1-B | | | 1990 705A037 119.000 EACH| 5.40000 642.60| 5.00000 595.00| 5.00000 595.00 Pavement Markers, Class A-H, Type 2-D | | | 2000 705A038 45.000 EACH| 5.40000 243.00| 5.00000 225.00| 5.00000 225.00 Pavement Markers, Class A-H, Type 2-E | | | 2010 707A006 39.000 EACH| 45.36000 1769.04| 32.00000 1248.00| 35.00000 1365.00 Type 1, Clear Delineator Installation | | | 2020 707A007 48.000 EACH| 45.36000 2177.28| 34.50000 1656.00| 37.50000 1800.00 Type 2, Clear Delineator Installation | | | 2030 707A024 15.000 EACH| 45.36000 680.40| 37.00000 555.00| 37.50000 562.50 Type 2B, Red And Amber Delineator | | | Installation | | | 2040 707A026 34.000 EACH| 45.36000 1542.24| 36.50000 1241.00| 37.50000 1275.00 Type 1B, Clear And Red Delineator | | | Installation | | | 2050 707G000 34.000 EACH| 31.86000 1083.24| 45.00000 1530.00| 14.00000 476.00 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 2060 709B000 4.000 EACH| 108.00000 432.00| 100.00000 400.00| 125.00000 500.00 Milepost Reset | | | 2070 710A115 206.000 SQFT| 15.12000 3114.72| 15.00000 3090.00| 14.50000 2987.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 2080 710A126 252.000 SQFT| 19.44000 4898.88| 17.50000 4410.00| 15.50000 3906.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 2090 710A140 75.000 SQFT| 23.76000 1782.00| 21.50000 1612.50| 18.50000 1387.50 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 2100 710A141 58.000 SQFT| 23.76000 1378.08| 22.00000 1276.00| 18.50000 1073.00 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -15 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2110 710B001 1327.000 LF | 5.40000 7165.80| 7.00000 9289.00| 8.50000 11279.50 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 2120 710C000 LUMP| 5400.00000 5400.00| 1500.00000 1500.00| 5500.00000 5500.00 Removal Of Existing Roadway Signs | | | 2130 711A000 LUMP| 10800.00000 10800.00| 3200.00000 3200.00| 11000.00000 11000.00 Roadway Sign Relocation | | | 2140 726A000 680.000 LF | 37.80000 25704.00| 35.00000 23800.00| 35.00000 23800.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 2150 726B000 120.000 LF | 43.20000 5184.00| 40.00000 4800.00| 40.00000 4800.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 2160 730C000 LUMP| 7020.00000 7020.00| 6500.00000 6500.00| 11700.00000 11700.00 Furnishing And Installing Traffic | | | Control Unit (U.S. 45 @ S.R. 158 Ramps | | | A & B) | | | 2170 730C001 LUMP| 7020.00000 7020.00| 6500.00000 6500.00| 11700.00000 11700.00 Furnishing And Installing Traffic | | | Control Unit (U.S. 45 @ S.R. 158 Ramps | | | C & D) | | | 2180 730E000 8.000 EACH| 3780.00000 30240.00| 3500.00000 28000.00| 2400.00000 19200.00 Metal Traffic Signal Pole Foundation | | | 2190 730G001 8.000 EACH| 10578.00000 84624.00| 9795.00000 78360.00| 7000.00000 56000.00 Metal Traffic Signal Strain Pole | | | 2200 730H001 2950.000 LF | 4.32000 12744.00| 4.00000 11800.00| 4.00000 11800.00 Loop Wire | | | 2210 730I001 4745.000 LF | 2.16000 10249.20| 2.00000 9490.00| 1.25000 5931.25 Loop Detector Lead-In-Cable | | | 2220 730J010 16.000 EACH| 172.80000 2764.80| 160.00000 2560.00| 150.00000 2400.00 Vehicle Loop Detector | | | 2230 730K000 10.000 EACH| 486.00000 4860.00| 450.00000 4500.00| 250.00000 2500.00 Traffic Signal Junction Box | | | 2240 730L003 160.000 LF | 3.78000 604.80| 3.50000 560.00| 5.00000 800.00 1", Non-Metallic, Conduit | | | 2250 730L005 1200.000 LF | 4.86000 5832.00| 4.50000 5400.00| 7.00000 8400.00 2", Non-Metallic, Conduit | | | 2260 730M022 640.000 LF | 3.78000 2419.20| 2.50000 1600.00| 6.00000 3840.00 Interconnect Cable, Underground, #19 | | | AWG, 6 Pair, REA PE-39 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -16 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 12003 |( 3 ) 14007 |JOHN G. WALTON CONSTRUCTION |L & A CONTRACTING COMPANY |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2270 730N010 8.000 EACH| 864.00000 6912.00| 800.00000 6400.00| 800.00000 6400.00 Luminaire Extension Assembly, 12 Feet | | | 2280 730P022 14.000 EACH| 918.00000 12852.00| 850.00000 11900.00| 850.00000 11900.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 2290 730P024 1.000 EACH| 1620.00000 1620.00| 1500.00000 1500.00| 1150.00000 1150.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 2300 730R021 1.000 EACH| 8640.00000 8640.00| 8000.00000 8000.00| 9500.00000 9500.00 Controller Assembly, Type III, 4 Phase | | | 2310 730R030 1.000 EACH| 16200.00000 16200.00| 1500.00000 1500.00| 12500.00000 12500.00 Controller Assembly, Type III, Master | | | 2320 730T000 2.000 EACH| 864.00000 1728.00| 800.00000 1600.00| 600.00000 1200.00 Wood Pole | | | 2330 740B000 1623.000 SQFT| 16.71000 27120.33| 8.00000 12984.00| 10.00000 16230.00 Construction Signs | | | 2340 740C000 128.000 SQFT| 17.21000 2202.88| 8.50000 1088.00| 12.00000 1536.00 Special Construction Signs | | | 2350 740D000 300.000 EACH| 99.60000 29880.00| 60.00000 18000.00| 75.00000 22500.00 Channelizing Drums | | | 2360 740E000 200.000 EACH| 12.49000 2498.00| 9.25000 1850.00| 20.00000 4000.00 Cones (36 Inches High) | | | 2370 740F002 65.000 EACH| 257.87000 16761.55| 210.00000 13650.00| 325.00000 21125.00 Barricades, Type III | | | 2380 740I005 10.000 EACH| 510.41000 5104.10| 550.00000 5500.00| 300.00000 3000.00 Warning Lights, Type B (Detachable Head | | | 2390 740M001 200.000 EACH| 8.78000 1756.00| 6.25000 1250.00| 10.00000 2000.00 Ballast For Cone | | | 2400 741C010 1.000 EACH| 7156.49000 7156.49| 4600.00000 4600.00| 5370.00000 5370.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2410 742A001 2.000 EACH| 29706.20000 59412.40| 15000.00000 30000.00| 21483.00000 42966.00 Portable Changeable Message Sign, Type | | | 2420 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 15,763,288.56| $ 15,832,979.37| $ 15,846,799.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,763,288.56| $ 15,832,979.37| $ 15,846,799.54 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -17 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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| 233254.42000 233254.42| 285000.00000 285000.00| Clearing & Grubbing (Approximately 106 | | | acres) | | | 0020 206A000 LUMP| 65000.00000 65000.00| 41000.00000 41000.00| Removal Of Old Bridge, Station 66+98.54 | | | 0030 206C016 2415.000 SQYD| 9.10000 21976.50| 5.10000 12316.50| Removing Concrete Slope Paving (Under | | | Bridges) | | | 0040 206D000 224.000 LF | 9.13000 2045.12| 16.00000 3584.00| Removing Pipe | | | 0050 206D001 3514.000 LF | 3.00000 10542.00| 3.05000 10717.70| Removing Guardrail | | | 0060 206D003 642.000 LF | 6.37000 4089.54| 12.00000 7704.00| Removing Curb And Gutter | | | 0070 206D007 1152.000 LF | 4.44000 5114.88| 8.75000 10080.00| Removing Concrete Flume | | | 0080 206E000 12.000 EACH| 170.40000 2044.80| 332.00000 3984.00| Removing Headwalls | | | 0090 206E001 6.000 EACH| 340.80000 2044.80| 445.00000 2670.00| Removing Inlets | | | 0100 206E002 2.000 EACH| 340.44000 680.88| 650.00000 1300.00| Removing Junction Boxes | | | 0110 206E008 16.000 EACH| 250.00000 4000.00| 255.00000 4080.00| Removing Guardrail End Anchor (All Type | | | 0120 210A000 258960.000 CUYD| 2.79000 722498.40| 2.75000 712140.00| Unclassified Excavation | | | 0130 210C000 6530.000 CUYD| 5.04000 32911.20| 4.10000 26773.00| Muck Excavation | | | 0140 210D012 527274.000 CUYD| 6.02000 3174189.48| 4.69000 2472915.06| Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0150 214A000 5095.000 CUYD| 4.21000 21449.95| 5.00000 25475.00| Structure Excavation | | | 0160 214B000 1789.000 CUYD| 10.76000 19249.64| 7.00000 12523.00| Foundation Backfill, Local | | | 0170 214B001 230.000 CUYD| 31.58000 7263.40| 55.00000 12650.00| Foundation Backfill, Commercial | | | 0180 215A000 2475.000 CUYD| 8.00000 19800.00| 14.00000 34650.00| Unclassified Bridge Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -18 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 215B000 LUMP| 35000.00000 35000.00| 100000.00000 100000.00| Cofferdams Or Sheeting And Shoring, | | | Station51+65.668,E.B.R. | | | 0200 215B001 LUMP| 35000.00000 35000.00| 100000.00000 100000.00| Cofferdams Or Sheeting And Shoring, | | | Station 51+65.668,W.B.R. | | | 0210 215B002 LUMP| 200000.00000 200000.00| 288550.00000 288550.00| Cofferdams Or Sheeting And Shoring, | | | Station 72+81, E.B.R. | | | 0220 215B006 LUMP| 15000.00000 15000.00| 204650.00000 204650.00| Cofferdams Or Sheeting And Shoring, | | | Station 131+73.65, E.B.R | | | 0230 230A000 278.000 RBST| 235.32000 65418.96| 272.00000 75616.00| Roadbed Processing | | | 0240 301A012 100578.000 SQYD| 9.47000 952473.66| 7.77000 781491.06| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0250 401A000 91307.000 SQYD| 0.66000 60262.62| 0.32000 29218.24| Bituminous Treatment A | | | 0260 405A000 10842.000 GAL | 1.26000 13660.92| 1.00000 10842.00| Tack Coat | | | 0270 410B000 1.000 EACH| 5000.00000 5000.00| 3500.00000 3500.00| State Furnished Profilograph | | | 0280 410H000 1.000 EACH| 50000.00000 50000.00| 90000.00000 90000.00| Material Remixing Device | | | 0290 420A011 4989.000 TON | 64.24000 320493.36| 60.00000 299340.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0300 424A281 7104.000 TON | 50.41000 358112.64| 42.15000 299433.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0310 424A361 2691.000 TON | 46.41000 124889.31| 37.60000 101181.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0320 424B281 14141.000 TON | 46.73000 660808.93| 39.75000 562104.75| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -19 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 424B285 100.000 TON | 64.32000 6432.00| 75.00000 7500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0340 424B581 16765.000 TON | 41.80000 700777.00| 40.90000 685688.50| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0350 424B651 2986.000 TON | 44.98000 134310.28| 36.25000 108242.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0360 424B659 200.000 TON | 59.38000 11876.00| 45.60000 9120.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0370 424B681 1595.000 TON | 46.69000 74470.55| 37.50000 59812.50| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0380 428C000 45409.000 LF | 0.25000 11352.25| 0.10000 4540.90| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0390 430B040 450.000 TON | 26.19000 11785.50| 28.75000 12937.50| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0400 450B000 598.000 SQYD| 65.00000 38870.00| 100.00000 59800.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0410 502A000 325023.000 LB | 0.83000 269769.09| 0.74000 240517.02| Steel Reinforcement | | | 0420 502B000 LUMP| 60000.00000 60000.00| 48200.00000 48200.00| Steel Reinforcement For Bridge | | | Superstructure, Station 51+65.668, E.B. | | | R., | | | 0430 502B001 LUMP| 60000.00000 60000.00| 48200.00000 48200.00| Steel Reinforcement For Bridge | | | Superstructure, Station, 51+65.667, W.B.| | | R., | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -20 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 502B002 LUMP| 200000.00000 200000.00| 140600.00000 140600.00| Steel Reinforcement For Bridge | | | Superstructure, Station 72+81,E.B.R., | | | Approx. 211400 Lbs. | | | 0450 502B003 LUMP| 40000.00000 40000.00| 32600.00000 32600.00| Steel Reinforcement For Bridge | | | Superstructure, Station 131+73.65,E.B.R | | | 0460 503A000 240.000 CUYD| 100.00000 24000.00| 165.00000 39600.00| Seal Concrete | | | 0470 505A002 6.000 EACH| 2500.00000 15000.00| 3070.00000 18420.00| Steel Test Piles (HP 12x53) | | | 0480 505A015 2.000 EACH| 3500.00000 7000.00| 3070.00000 6140.00| Concrete Test Piles (14 Inches Square) | | | 0490 505B045 2.000 EACH| 5000.00000 10000.00| 8185.00000 16370.00| Static Loading Tests (14 Inches Square) | | | 0500 505B057 6.000 EACH| 2000.00000 12000.00| 8185.00000 49110.00| Static Loading Tests (HP 12x53) | | | 0510 505B075 2.000 EACH| 1000.00000 2000.00| 870.00000 1740.00| Dynamic Loading Tests (14 Inches Square | | | 0520 505B087 6.000 EACH| 1000.00000 6000.00| 870.00000 5220.00| Dynamic Loading Tests (HP 12x53) | | | 0530 505M002 13764.000 LF | 35.00000 481740.00| 28.00000 385392.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0540 505N000 3295.000 LF | 44.00000 144980.00| 34.80000 114666.00| Concrete Piling Furnished(14 Inches | | | Square) | | | 0550 505O000 3295.000 LF | 5.00000 16475.00| 1.00000 3295.00| Concrete Piling Driven(14 Inches Square | | | 0560 508A000 33190.000 LB | 4.50000 149355.00| 2.10000 69699.00| Structural Steel | | | 0570 510A000 1556.000 CUYD| 5.25000 8169.00| 317.21000 493578.76| Bridge Substructure Concrete, Class A | | | 0580 510C051 LUMP| 165000.00000 165000.00| 137100.00000 137100.00| Bridge Concrete Superstructure, Station | | | 51+65.668, E.B.R., | | | 0590 510C052 LUMP| 165000.00000 165000.00| 137100.00000 137100.00| Bridge Concrete Superstructure, Station | | | 51+65.668, W.B.R., | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -21 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 510C053 LUMP| 600000.00000 600000.00| 405200.00000 405200.00| Bridge Concrete Superstructure, Station | | | 72+81,E.B.R Approx. 992 cu. yd. | | | 0610 510C054 LUMP| 120000.00000 120000.00| 84750.00000 84750.00| Bridge Concrete Superstructure, Station | | | 131+73.65, E.B.R., | | | 0620 510E000 5542.000 SQYD| 4.80000 26601.60| 2.60000 14409.20| Grooving Concrete Bridge Decks | | | 0630 511A004 28.000 EACH| 500.00000 14000.00| 338.00000 9464.00| Elastomeric Bearings, Type 4 | | | 0640 511A071 56.000 EACH| 300.00000 16800.00| 195.00000 10920.00| Elastomeric Bearing Type 4 (Mark VB2) | | | 0650 511A072 52.000 EACH| 500.00000 26000.00| 280.00000 14560.00| Elastomeric Bearing Type 4 (Mark VB3) | | | 0660 511A073 54.000 EACH| 500.00000 27000.00| 333.00000 17982.00| Elastomeric Bearing Type 4 (Mark VB4) | | | 0670 513B004 1692.000 LF | 75.00000 126900.00| 66.50000 112518.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0680 513B005 1920.000 LF | 98.00000 188160.00| 101.30000 194496.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0690 513B017 3654.000 LF | 135.00000 493290.00| 136.00000 496944.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0700 513B029 1742.000 LF | 150.00000 261300.00| 123.00000 214266.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 Modified | | | (Speciality Item) | | | 0710 524B011 294.000 CUYD| 288.42000 84795.48| 528.00000 155232.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0720 529A010 5300.000 SQFT| 32.00000 169600.00| 34.80000 184440.00| Retaining Wall | | | 0730 530A001 2361.000 LF | 25.84000 61008.24| 26.00000 61386.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0740 530A002 972.000 LF | 35.39000 34399.08| 35.00000 34020.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0750 530A003 164.000 LF | 46.49000 7624.36| 47.00000 7708.00| 30" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -22 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 530A004 573.000 LF | 68.70000 39365.10| 66.00000 37818.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0770 530A006 304.000 LF | 102.06000 31026.24| 100.00000 30400.00| 48" Roadway Pipe (Class 3 R.C.) | | | 0780 530A101 11.000 LF | 92.81000 1020.91| 73.00000 803.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0790 530A102 60.000 LF | 95.97000 5758.20| 45.00000 2700.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0800 530A103 27.000 LF | 106.42000 2873.34| 80.00000 2160.00| 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0810 530A104 107.000 LF | 104.71000 11203.97| 75.00000 8025.00| 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0820 530A106 4.000 LF | 302.55000 1210.20| 210.00000 840.00| 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0830 530A798 23.000 LF | 225.00000 5175.00| 60.00000 1380.00| 15" Roadway Pipe (10 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0840 530A799 73.000 LF | 150.00000 10950.00| 31.00000 2263.00| 15" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0850 530A800 31.000 LF | 35.00000 1085.00| 45.00000 1395.00| 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0860 530A808 7.000 LF | 45.00000 315.00| 162.00000 1134.00| 18" Roadway Pipe (12 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0870 530B001 690.000 LF | 36.20000 24978.00| 34.00000 23460.00| 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0880 530B002 93.000 LF | 51.54000 4793.22| 47.00000 4371.00| 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0890 530B003 568.000 LF | 55.01000 31245.68| 54.00000 30672.00| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -23 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 535A080 1165.000 LF | 24.89000 28996.85| 27.00000 31455.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0910 535A087 195.000 LF | 66.11000 12891.45| 72.00000 14040.00| 36" Side Drain Pipe (Class 3 R.C.) | | | 0920 600A000 LUMP| 989769.88000 989769.88| 1910000.00000 1910000.00| Mobilization | | | 0930 602A000 17.000 EACH| 191.86000 3261.62| 180.00000 3060.00| Right Of Way Markers | | | 0940 606A012 1088.000 LF | 11.26000 12250.88| 8.50000 9248.00| 6" Underdrain Pipe, Type 8 | | | 0950 609A000 1320.000 SQYD| 13.46000 17767.20| 6.90000 9108.00| Aggregate Slope Protection | | | 0960 609B000 1320.000 SQYD| 1.64000 2164.80| 2.10000 2772.00| Geotextile Filter For Aggregate Slope | | | Protection | | | 0970 610C001 4484.000 TON | 34.79000 155998.36| 32.50000 145730.00| Loose Riprap, Class 2 | | | 0980 610D003 2434.000 SQYD| 1.67000 4064.78| 2.25000 5476.50| Filter Blanket, Geotextile | | | 0990 614A000 492.000 CUYD| 205.26000 100987.92| 245.00000 120540.00| Slope Paving | | | 1000 619A002 24.000 EACH| 368.42000 8842.08| 410.00000 9840.00| 18" Roadway Pipe End Treatment, Class 1 | | | 1010 619A003 5.000 EACH| 421.05000 2105.25| 735.00000 3675.00| 24" Roadway Pipe End Treatment, Class 1 | | | 1020 619A004 1.000 EACH| 473.68000 473.68| 566.00000 566.00| 30" Roadway Pipe End Treatment, Class 1 | | | 1030 619A005 1.000 EACH| 526.32000 526.32| 718.00000 718.00| 36" Roadway Pipe End Treatment, Class 1 | | | 1040 619A057 1.000 EACH| 947.37000 947.37| 875.00000 875.00| 48" Roadway Pipe End Treatment, Class 2 | | | 1050 619A101 3.000 EACH| 421.05000 1263.15| 535.00000 1605.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 1060 619A104 3.000 EACH| 631.58000 1894.74| 1225.00000 3675.00| 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 1070 619A204 1.000 EACH| 947.37000 947.37| 1820.00000 1820.00| 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -24 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 619B016 7.000 EACH| 342.11000 2394.77| 650.00000 4550.00| 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 1090 619B017 1.000 EACH| 447.37000 447.37| 555.00000 555.00| 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 1100 619B018 1.000 EACH| 526.32000 526.32| 720.00000 720.00| 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 1110 619B266 1.000 EACH| 526.32000 526.32| 850.00000 850.00| 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 1120 620A000 6.000 CUYD| 1647.37000 9884.22| 545.00000 3270.00| Minor Structure Concrete | | | 1130 621A000 14.000 EACH| 1578.95000 22105.30| 3050.00000 42700.00| Junction Boxes, Type 1, 1P Or 5 | | | 1140 621A001 4.000 EACH| 1157.90000 4631.60| 3265.00000 13060.00| Junction Boxes, Type 1, 2P Or 5 | | | 1150 621A005 1.000 EACH| 1894.74000 1894.74| 3810.00000 3810.00| Junction Boxes, Type 1 | | | 1160 621A016 12.000 EACH| 2368.42000 28421.04| 4900.00000 58800.00| Junction Boxes, Type 4, 1P Or 5 | | | 1170 621A017 3.000 EACH| 2368.42000 7105.26| 5330.00000 15990.00| Junction Boxes, Type 4, 2P Or 5 | | | 1180 621B000 1.000 EACH| 342.11000 342.11| 380.00000 380.00| Junction Box Units, Type 1, 1P Or 5 | | | 1190 621B013 12.000 EACH| 657.90000 7894.80| 380.00000 4560.00| Junction Box Units, Type 4, 1P Or 5 | | | 1200 621C020 33.000 EACH| 2000.00000 66000.00| 2180.00000 71940.00| Inlets, Type Y | | | 1210 621C027 8.000 EACH| 1894.74000 15157.92| 1960.00000 15680.00| Inlets, Type C | | | 1220 621D002 3.000 EACH| 289.47000 868.41| 245.00000 735.00| Inlet Units, Type C | | | 1230 621D019 38.000 EACH| 289.47000 10999.86| 275.00000 10450.00| Inlet Units, Type Y | | | 1240 621I001 1.000 EACH| 6631.58000 6631.58| 6860.00000 6860.00| Stilling Basins, Type 1 | | | 1250 621I002 3.000 EACH| 10736.84000 32210.52| 11100.00000 33300.00| Stilling Basins, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -25 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 623C000 830.000 LF | 10.53000 8739.90| 13.00000 10790.00| Combination Curb & Gutter, Type C | | | 1270 629D001 4.000 EACH| 1800.00000 7200.00| 1840.00000 7360.00| Bridge Guardrail Retrofit, Type C | | | 1280 630A033 7813.000 LF | 14.00000 109382.00| 14.35000 112116.55| Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 1290 630C001 7.000 EACH| 800.00000 5600.00| 818.00000 5726.00| Guardrail End Anchor, Type 8 | | | 1300 630C003 11.000 EACH| 1250.00000 13750.00| 1280.00000 14080.00| Guardrail End Anchor, Type 13 | | | 1310 630C050 16.000 EACH| 1600.00000 25600.00| 1640.00000 26240.00| Guardrail End Anchor, Type 20 Series | | | 1320 641A612 738.000 LF | 16.72000 12339.36| 17.10000 12619.80| 6 Inch Ductile Iron Water Main Laid | | | 1330 641A616 665.000 LF | 24.09000 16019.85| 24.65000 16392.25| 10 Inch Ductile Iron Water Main Laid | | | 1340 641A746 1740.000 LF | 9.13000 15886.20| 9.35000 16269.00| 6 Inch P.V.C. Water Main Laid | | | 1350 641C500 2895.000 LB | 2.56000 7411.20| 2.60000 7527.00| Ductile Iron Fittings | | | 1360 641D500 2.000 EACH| 1288.85000 2577.70| 1320.00000 2640.00| Fire Hydrant | | | 1370 641F500 4.000 LF | 304.67000 1218.68| 312.00000 1248.00| Fire Hydrant Extension | | | 1380 641J516 9.000 EACH| 515.36000 4638.24| 528.00000 4752.00| 6 Inch Gate Valve With Box | | | 1390 641L500 11.000 CUYD| 449.47000 4944.17| 460.00000 5060.00| Concrete for Water Mains (Thrust Blocks | | | 1400 641M512 59.000 EACH| 29.19000 1722.21| 30.00000 1770.00| 6 Inch Retainer Gland | | | 1410 641M516 32.000 EACH| 56.54000 1809.28| 60.00000 1920.00| 10 Inch Retainer Gland | | | 1420 641N510 3.000 EACH| 258.14000 774.42| 265.00000 795.00| 6 Inch x 6 Inch Anchor Tee | | | 1430 641O536 4.000 EACH| 2548.09000 10192.36| 2610.00000 10440.00| 10 Inch x 10 Inch Tapping Valve And | | | Sleeve | | | 1440 641S500 2.000 EACH| 138.30000 276.60| 142.00000 284.00| Valve Box Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -26 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1450 641T514 4.000 EACH| 9465.45000 37861.80| 9685.00000 38740.00| 10 Inch Line Stop | | | 1460 649A535 420.000 LF | 110.72000 46502.40| 113.00000 47460.00| 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1470 649A550 90.000 LF | 173.07000 15576.30| 178.00000 16020.00| 18 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1480 649A650 90.000 LF | 183.71000 16533.90| 190.00000 17100.00| 18 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1490 650A000 35718.000 CUYD| 9.39000 335392.02| 11.20000 400041.60| Topsoil | | | 1500 654A001 35358.000 SQYD| 2.75000 97234.50| 2.92000 103245.36| Solid Sodding (Bermuda) | | | 1510 658A003 70.000 ACRE| 1400.00000 98000.00| 1485.00000 103950.00| Hydro-Seeding & Mulching (Mix 3E) | | | 1520 659A000 17536.000 SQYD| 1.85000 32441.60| 1.90000 33318.40| Erosion Control Netting, Class A | | | 1530 665A001 5.000 ACRE| 400.00000 2000.00| 276.00000 1380.00| Temporary Seeding | | | 1540 665B000 5.000 ACRE| 400.00000 2000.00| 286.00000 1430.00| Temporary Mulching | | | 1550 665C000 200.000 LF | 19.56000 3912.00| 19.50000 3900.00| 15" Temporary Pipe | | | 1560 665E000 1000.000 SQYD| 1.46000 1460.00| 1.30000 1300.00| Polyethylene | | | 1570 665G000 500.000 EACH| 3.89000 1945.00| 3.00000 1500.00| Sand Bags | | | 1580 665I000 195.000 TON | 32.80000 6396.00| 33.00000 6435.00| Temporary Riprap, Class 2 | | | 1590 665J000 15473.000 LF | 2.95000 45645.35| 2.60000 40229.80| Silt Fence, Type A | | | 1600 665K000 501.000 CUYD| 6.85000 3431.85| 7.60000 3807.60| Drainage Sump Excavation | | | 1610 665L000 1220.000 LF | 13.13000 16018.60| 12.80000 15616.00| Floating Basin Boom | | | 1620 665N001 775.000 TON | 34.73000 26915.75| 26.00000 20150.00| Temporary Coarse Aggregate, ALDOT | | | Number 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -27 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1630 665O001 15473.000 LF | 1.05000 16246.65| 1.40000 21662.20| Silt Fence Removal | | | 1640 665P001 7.000 EACH| 435.47000 3048.29| 510.00000 3570.00| Inlet Protection Device | | | 1650 665Q001 1784.000 LF | 9.04000 16127.36| 6.80000 12131.20| 20 Inch Wattle | | | 1660 666A001 70.000 ACRE| 30.00000 2100.00| 90.00000 6300.00| Pest Control Treatment | | | 1670 672A000 159.000 GAL | 95.89000 15246.51| 90.00000 14310.00| Flocculant Liquid | | | 1680 680A000 LUMP| 272779.86000 272779.86| 500000.00000 500000.00| Engineering Controls | | | 1690 701A028 8.000 MILE| 1525.00000 12200.00| 1577.00000 12616.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1700 701A032 7.000 MILE| 1525.00000 10675.00| 1577.00000 11039.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1710 701A041 6.000 MILE| 975.00000 5850.00| 1008.00000 6048.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1720 701A048 2.000 MILE| 1775.00000 3550.00| 1835.00000 3670.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1730 701B009 7734.000 LF | 0.85000 6573.90| 0.88000 6805.92| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1740 701B016 543.000 LF | 5.00000 2715.00| 5.15000 2796.45| Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 1750 701C000 7.000 MILE| 420.00000 2940.00| 434.00000 3038.00| Broken Temporary Traffic Stripe | | | 1760 701C001 12.000 MILE| 480.00000 5760.00| 496.00000 5952.00| Solid Temporary Traffic Stripe | | | 1770 701D007 1.000 MILE| 1500.00000 1500.00| 1552.00000 1552.00| Solid Traffic Stripe Removed (Paint) | | | 1780 701D008 2.000 MILE| 1750.00000 3500.00| 1810.00000 3620.00| Solid Traffic Stripe Removed (Plastic) | | | 1790 701D014 1.000 MILE| 1500.00000 1500.00| 1552.00000 1552.00| Broken Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -28 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1800 701D015 2.000 MILE| 1500.00000 3000.00| 1552.00000 3104.00| Broken Traffic Stripe Removed (Plastic) | | | 1810 701E006 1419.000 LF | 1.50000 2128.50| 1.55000 2199.45| Solid Temporary Traffic | | | Stripe(Removable Tape) | | | 1820 701E009 5006.000 LF | 1.50000 7509.00| 1.55000 7759.30| Broken Temporary Traffic Stripe | | | (Removable Tape) | | | 1830 701G121 2461.000 LF | 1.45000 3568.45| 1.50000 3691.50| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1840 701G125 2257.000 LF | 3.81000 8599.17| 3.95000 8915.15| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1850 701G133 1917.000 LF | 3.93000 7533.81| 4.05000 7763.85| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1860 701H002 5006.000 LF | 0.40000 2002.40| 0.40000 2002.40| Solid Traffic Stripe Removed (Tape) | | | 1870 701H007 1419.000 LF | 0.40000 567.60| 0.40000 567.60| Broken Traffic Stripe Removed (Tape) | | | 1880 703A002 8062.000 SQFT| 2.50000 20155.00| 2.60000 20961.20| Traffic Control Markings, Class 2, Type | | | A | | | 1890 703A010 304.000 SQFT| 20.00000 6080.00| 20.70000 6292.80| Traffic Control Markings,Class 3W,Type | | | 1900 703B002 471.000 SQFT| 3.50000 1648.50| 3.60000 1695.60| Traffic Control Legends, Class 2, Type | | | 1910 703C001 402.000 SQFT| 3.00000 1206.00| 3.10000 1246.20| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1920 703D001 402.000 SQFT| 1.50000 603.00| 1.55000 623.10| Temporary Traffic Control Markings | | | 1930 705A011 2284.000 EACH| 6.00000 13704.00| 6.20000 14160.80| Pavement Markers, Class C, Type 1-A | | | 1940 705A012 1130.000 EACH| 6.00000 6780.00| 6.20000 7006.00| Pavement Markers, Class C, Type 1-B | | | 1950 705A023 460.000 EACH| 6.00000 2760.00| 6.20000 2852.00| Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -29 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 1960 705A030 286.000 EACH| 5.00000 1430.00| 5.17000 1478.62| Pavement Markers, Class A-H, Type 2-C | | | 1970 705A031 794.000 EACH| 5.00000 3970.00| 5.17000 4104.98| Pavement Markers, Class A-H, Type 1-A | | | 1980 705A032 388.000 EACH| 5.00000 1940.00| 5.17000 2005.96| Pavement Markers, Class A-H, Type 1-B | | | 1990 705A037 119.000 EACH| 5.00000 595.00| 5.17000 615.23| Pavement Markers, Class A-H, Type 2-D | | | 2000 705A038 45.000 EACH| 5.00000 225.00| 5.17000 232.65| Pavement Markers, Class A-H, Type 2-E | | | 2010 707A006 39.000 EACH| 42.00000 1638.00| 46.00000 1794.00| Type 1, Clear Delineator Installation | | | 2020 707A007 48.000 EACH| 42.00000 2016.00| 46.00000 2208.00| Type 2, Clear Delineator Installation | | | 2030 707A024 15.000 EACH| 42.00000 630.00| 46.00000 690.00| Type 2B, Red And Amber Delineator | | | Installation | | | 2040 707A026 34.000 EACH| 42.00000 1428.00| 46.00000 1564.00| Type 1B, Clear And Red Delineator | | | Installation | | | 2050 707G000 34.000 EACH| 29.50000 1003.00| 32.00000 1088.00| Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 2060 709B000 4.000 EACH| 100.00000 400.00| 110.00000 440.00| Milepost Reset | | | 2070 710A115 206.000 SQFT| 14.00000 2884.00| 15.25000 3141.50| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 2080 710A126 252.000 SQFT| 18.00000 4536.00| 20.00000 5040.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 2090 710A140 75.000 SQFT| 22.00000 1650.00| 24.00000 1800.00| Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 2100 710A141 58.000 SQFT| 22.00000 1276.00| 24.00000 1392.00| Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -30 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 2110 710B001 1327.000 LF | 5.00000 6635.00| 5.45000 7232.15| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 2120 710C000 LUMP| 5000.00000 5000.00| 5445.00000 5445.00| Removal Of Existing Roadway Signs | | | 2130 711A000 LUMP| 10000.00000 10000.00| 10900.00000 10900.00| Roadway Sign Relocation | | | 2140 726A000 680.000 LF | 35.00000 23800.00| 38.10000 25908.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 2150 726B000 120.000 LF | 40.00000 4800.00| 43.50000 5220.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 2160 730C000 LUMP| 6825.00000 6825.00| 7075.00000 7075.00| Furnishing And Installing Traffic | | | Control Unit (U.S. 45 @ S.R. 158 Ramps | | | A & B) | | | 2170 730C001 LUMP| 6825.00000 6825.00| 7075.00000 7075.00| Furnishing And Installing Traffic | | | Control Unit (U.S. 45 @ S.R. 158 Ramps | | | C & D) | | | 2180 730E000 8.000 EACH| 3675.00000 29400.00| 3810.00000 30480.00| Metal Traffic Signal Pole Foundation | | | 2190 730G001 8.000 EACH| 10284.75000 82278.00| 10660.00000 85280.00| Metal Traffic Signal Strain Pole | | | 2200 730H001 2950.000 LF | 4.20000 12390.00| 4.35000 12832.50| Loop Wire | | | 2210 730I001 4745.000 LF | 2.10000 9964.50| 2.20000 10439.00| Loop Detector Lead-In-Cable | | | 2220 730J010 16.000 EACH| 168.00000 2688.00| 175.00000 2800.00| Vehicle Loop Detector | | | 2230 730K000 10.000 EACH| 472.50000 4725.00| 490.00000 4900.00| Traffic Signal Junction Box | | | 2240 730L003 160.000 LF | 3.68000 588.80| 3.80000 608.00| 1", Non-Metallic, Conduit | | | 2250 730L005 1200.000 LF | 4.73000 5676.00| 4.90000 5880.00| 2", Non-Metallic, Conduit | | | 2260 730M022 640.000 LF | 3.68000 2355.20| 3.80000 2432.00| Interconnect Cable, Underground, #19 | | | AWG, 6 Pair, REA PE-39 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 006 -31 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041105006 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( 5 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 2270 730N010 8.000 EACH| 840.00000 6720.00| 870.00000 6960.00| Luminaire Extension Assembly, 12 Feet | | | 2280 730P022 14.000 EACH| 892.50000 12495.00| 925.00000 12950.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 2290 730P024 1.000 EACH| 1575.00000 1575.00| 1635.00000 1635.00| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 2300 730R021 1.000 EACH| 8400.00000 8400.00| 8710.00000 8710.00| Controller Assembly, Type III, 4 Phase | | | 2310 730R030 1.000 EACH| 15750.00000 15750.00| 16300.00000 16300.00| Controller Assembly, Type III, Master | | | 2320 730T000 2.000 EACH| 840.00000 1680.00| 870.00000 1740.00| Wood Pole | | | 2330 740B000 1623.000 SQFT| 12.50000 20287.50| 8.15000 13227.45| Construction Signs | | | 2340 740C000 128.000 SQFT| 14.50000 1856.00| 8.70000 1113.60| Special Construction Signs | | | 2350 740D000 300.000 EACH| 75.00000 22500.00| 60.00000 18000.00| Channelizing Drums | | | 2360 740E000 200.000 EACH| 10.00000 2000.00| 11.50000 2300.00| Cones (36 Inches High) | | | 2370 740F002 65.000 EACH| 475.00000 30875.00| 210.00000 13650.00| Barricades, Type III | | | 2380 740I005 10.000 EACH| 415.00000 4150.00| 600.00000 6000.00| Warning Lights, Type B (Detachable Head | | | 2390 740M001 200.000 EACH| 6.25000 1250.00| 7.60000 1520.00| Ballast For Cone | | | 2400 741C010 1.000 EACH| 5200.00000 5200.00| 2500.00000 2500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2410 742A001 2.000 EACH| 18150.00000 36300.00| 11000.00000 22000.00| Portable Changeable Message Sign, Type | | | 2420 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 15,984,828.78| $ 16,493,073.61| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,984,828.78| $ 16,493,073.61| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20041105008 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : APD-471(514) for the Structure Removal on S.R.#4 (Corridor "X") from west of I-65 to S.R.#3 (U.S.#31) and along I-65 from Walkers Chapel Road to C.R.#1107 (41st Avenue). -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 240,000.00 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 263,400.00 109.7500% 3 16039 PINKERTON CONSTRUCTION, INC. $ 275,100.00 114.6250% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20041105008 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 16039 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 205A001 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 1 | | | 0020 205A002 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 2 | | | 0040 205A004 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 4 | | | 0050 205A005 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 5 | | | 0060 205A006 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 6 | | | 0080 205A008 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 8 | | | 0090 205A009 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 9 | | | 0100 205A010 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 10 | | | 0110 205A011 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 11 | | | 0120 205A012 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 12 | | | 0130 205A013 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 4000.00000 4000.00 Removal Of Structures, Structure No. 13 | | | 0150 205A015 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 15 | | | 0160 205A016 1.000 EACH| 5000.00000 5000.00| 9900.00000 9900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 16 | | | 0170 205A017 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 17 | | | 0180 205A018 1.000 EACH| 5000.00000 5000.00| 9000.00000 9000.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 18 | | | 0190 205A019 1.000 EACH| 5000.00000 5000.00| 10000.00000 10000.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 19 | | | 0200 205A020 1.000 EACH| 5000.00000 5000.00| 7000.00000 7000.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 20 | | | 0210 205A021 1.000 EACH| 5000.00000 5000.00| 7000.00000 7000.00| 9300.00000 9300.00 Removal of Structures, Structure No. 21 | | | 0220 205A022 1.000 EACH| 5000.00000 5000.00| 7500.00000 7500.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 22 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20041105008 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 07003 |( 3 ) 16039 |HASTINGS GENERAL CONTRACTIN |R.E. GRILLS CONSTRUCTION CO |PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 205A023 1.000 EACH| 5000.00000 5000.00| 8900.00000 8900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 23 | | | 0240 205A024 1.000 EACH| 5000.00000 5000.00| 7900.00000 7900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 24 | | | 0250 205A025 1.000 EACH| 5000.00000 5000.00| 11000.00000 11000.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 25 | | | 0260 205A026 1.000 EACH| 5000.00000 5000.00| 9000.00000 9000.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 26 | | | 0270 205A027 1.000 EACH| 5000.00000 5000.00| 8900.00000 8900.00| 9300.00000 9300.00 Removal Of structures, Structure No. 27 | | | 0280 205A028 1.000 EACH| 5000.00000 5000.00| 8900.00000 8900.00| 9300.00000 9300.00 Removal Of Structures, Structure No. 28 | | | 0290 600A000 LUMP| 99500.00000 99500.00| 20000.00000 20000.00| 25000.00000 25000.00 Mobilization | | | 0300 665F000 700.000 EACH| 5.00000 3500.00| 8.00000 5600.00| 7.00000 4900.00 Hay Bales | | | 0310 665J000 3000.000 LF | 4.00000 12000.00| 3.00000 9000.00| 6.00000 18000.00 Silt Fence, Type A | | | SECTION TOTALS | $ 240,000.00| $ 263,400.00| $ 275,100.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 240,000.00| $ 263,400.00| $ 275,100.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20041105010 COUNTIES : LAUDERDALE LETTING DATE : 11/05/04 10:00 AM DIVISION : 02 CONTRACT TIME : 02/27/04 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : STPTE-TE04(966) for constructing the Landscaping along S.R.#2 (U.S.#72) near the north end of the O'Neal Bridge in Florence. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 195,915.00 100.0000% 2 03106 CAMPBELL, MARTIN AND SHAW, LLC $ 200,022.00 102.0963% 3 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 243,401.25 124.2382% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20041105010 COUNTIES : LAUDERDALE LETTING DATE : 11/05/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 03106 |( 3 ) 03023 |BENTLEY TURF AND LANDSCAPE, |CAMPBELL, MARTIN AND SHAW, |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 15000.00000 15000.00| 7000.00000 7000.00| 28000.00000 28000.00 Mobilization | | | 0020 654A007 4750.000 SQYD| 4.00000 19000.00| 3.00000 14250.00| 2.90000 13775.00 Solid Sodding (Tifway 419 Hybrid | | | Bermuda, Cynadon Hybrid 'Tifway 419') | | | 0030 660C060 6072.000 EACH| 13.00000 78936.00| 16.00000 97152.00| 17.50000 106260.00 Shrubs, Juniperus Chinensis | | | 'Pfitzeriana Compacta' (Nick's Compact | | | Juniper) | | | 0040 660C113 14.000 EACH| 350.00000 4900.00| 205.00000 2870.00| 220.00000 3080.00 Shrubs, Ilex Aquifolium X Cornuta | | | (Nellie R. Stevens Holly) | | | 0050 660C137 378.000 EACH| 15.00000 5670.00| 17.00000 6426.00| 14.00000 5292.00 Shrubs, Jasminum Nudiflorum (Winter | | | Jasmine) | | | 0060 660C141 12.000 EACH| 60.00000 720.00| 105.00000 1260.00| 70.00000 840.00 Shrubs, Viburnum Plicatum-Tomentosum | | | 0070 660C192 485.000 EACH| 15.00000 7275.00| 19.00000 9215.00| 16.25000 7881.25 Shrubs, Lagerstromia Indica ' Pocomoke' | | | (Pocomoke Crepe Myrtle) | | | 0080 660D020 15.000 EACH| 250.00000 3750.00| 230.00000 3450.00| 174.00000 2610.00 Trees, Cornus Kousa 'Milky Way' (Kousa | | | Dogwood) | | | 0090 660D034 9.000 EACH| 250.00000 2250.00| 205.00000 1845.00| 232.00000 2088.00 Trees, Koelreuteria Paniculata | | | (Goldenrain Tree) | | | 0100 660D110 6.000 EACH| 200.00000 1200.00| 235.00000 1410.00| 209.00000 1254.00 Trees, Taxodium Distichum (Bald Cypress | | | 0110 660D197 9.000 EACH| 300.00000 2700.00| 250.00000 2250.00| 232.00000 2088.00 Trees, Koelreuteria Bipinnata (Chinese | | | Flametree) | | | 0120 660H001 228000.000 GAL | 0.08000 18240.00| 0.08000 18240.00| 0.10000 22800.00 Water(Minimum Bid Of $0.08 Per Gallon) | | | 0130 660K000 5500.000 BALE| 6.00000 33000.00| 5.50000 30250.00| 7.00000 38500.00 Pinestraw Mulch | | | 0140 665J000 478.000 LF | 2.00000 956.00| 2.00000 956.00| 4.00000 1912.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20041105010 COUNTIES : LAUDERDALE LETTING DATE : 11/05/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 03106 |( 3 ) 03023 |BENTLEY TURF AND LANDSCAPE, |CAMPBELL, MARTIN AND SHAW, |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665O001 478.000 LF | 1.00000 478.00| 1.00000 478.00| 2.00000 956.00 Silt Fence Removal | | | 0160 665Q001 320.000 LF | 5.00000 1600.00| 5.00000 1600.00| 7.00000 2240.00 20 Inch Wattle | | | 0170 740B000 80.000 SQFT| 1.00000 80.00| 9.00000 720.00| 15.00000 1200.00 Construction Signs | | | 0180 740D000 10.000 EACH| 1.00000 10.00| 65.00000 650.00| 75.00000 750.00 Channelizing Drums | | | 0190 740E000 75.000 EACH| 1.00000 75.00| 0.00000 0.00| 15.00000 1125.00 Cones (36 Inches High) | | | 0200 740M001 75.000 EACH| 1.00000 75.00| 0.00000 0.00| 10.00000 750.00 Ballast For Cone | | | SECTION TOTALS | $ 195,915.00| $ 200,022.00| $ 243,401.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 195,915.00| $ 200,022.00| $ 243,401.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20041105011 COUNTIES : MADISON LETTING DATE : 11/05/04 10:00 AM DIVISION : 01 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN04(216) for constructing the Bridge Replacements (3 Bridge Culverts) on various county roads as indicated on the plans. Length 0.024 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02011 BROOKS & SON CONSTRUCTION $ 282,593.05 100.0000% 2 13004 MILLER & MILLER, INC. $ 298,068.59 105.4763% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 370,153.05 130.9845% 4 08077 HASTINGS GENERAL CONTRACTING, INC. $ 426,702.55 150.9954% 5 19037 SIMPSON BRIDGE COMPANY, INC. $ 439,642.26 155.5743% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20041105011 COUNTIES : MADISON LETTING DATE : 11/05/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02011 |( 2 ) 13004 |( 3 ) 07048 |BROOKS & SON CONSTRUCTION |MILLER & MILLER, INC. |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 6000.00000 6000.00| 3530.00000 3530.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 12+87.63 | | | 0020 206A001 LUMP| 6000.00000 6000.00| 3530.00000 3530.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 12+14.85 | | | 0030 206A002 LUMP| 6000.00000 6000.00| 4500.00000 4500.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 12+50.00 | | | 0040 214A000 1026.000 CUYD| 8.00000 8208.00| 5.50000 5643.00| 20.00000 20520.00 Structure Excavation | | | 0050 214B001 523.000 CUYD| 12.00000 6276.00| 20.00000 10460.00| 30.00000 15690.00 Foundation Backfill, Commercial | | | 0060 502A000 95217.000 LB | 0.65000 61891.05| 0.57000 54273.69| 0.65000 61891.05 Steel Reinforcement | | | 0070 524A011 513.000 CUYD| 270.00000 138510.00| 290.00000 148770.00| 350.00000 179550.00 Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 8000.00000 8000.00| 28650.00000 28650.00| 15000.00000 15000.00 Mobilization | | | 0090 610C001 229.000 TON | 19.00000 4351.00| 15.00000 3435.00| 30.00000 6870.00 Loose Riprap, Class 2 | | | 0100 610D000 302.000 SQYD| 4.00000 1208.00| 1.30000 392.60| 3.00000 906.00 Filter Blanket | | | 0110 630A001 176.000 LF | 24.50000 4312.00| 26.50000 4664.00| 26.00000 4576.00 Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C050 8.000 EACH| 2100.00000 16800.00| 1925.00000 15400.00| 2300.00000 18400.00 Guardrail End Anchor, Type 20 Series | | | 0130 665F000 92.000 EACH| 10.00000 920.00| 6.00000 552.00| 10.00000 920.00 Hay Bales | | | 0140 665J000 976.000 LF | 4.00000 3904.00| 2.00000 1952.00| 10.00000 9760.00 Silt Fence, Type A | | | 0150 680A000 LUMP| 3000.00000 3000.00| 2800.00000 2800.00| 10000.00000 10000.00 Engineering Controls | | | 0160 740B000 307.000 SQFT| 9.00000 2763.00| 8.90000 2732.30| 10.00000 3070.00 Construction Signs | | | 0170 740F002 20.000 EACH| 180.00000 3600.00| 175.00000 3500.00| 250.00000 5000.00 Barricades, Type III | | | 0180 740I005 10.000 EACH| 85.00000 850.00| 328.40000 3284.00| 300.00000 3000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 282,593.05| $ 298,068.59| $ 370,153.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 282,593.05| $ 298,068.59| $ 370,153.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20041105011 COUNTIES : MADISON LETTING DATE : 11/05/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 08077 |( 5 ) 19037 |( ) |HASTINGS GENERAL CONTRACTIN |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| 10000.00000 10000.00| 17000.00000 17000.00| Removal Of Old Bridge, Station 12+87.63 | | | 0020 206A001 LUMP| 10000.00000 10000.00| 15500.00000 15500.00| Removal Of Old Bridge, Station 12+14.85 | | | 0030 206A002 LUMP| 10000.00000 10000.00| 15500.00000 15500.00| Removal Of Old Bridge, Station 12+50.00 | | | 0040 214A000 1026.000 CUYD| 20.00000 20520.00| 12.00000 12312.00| Structure Excavation | | | 0050 214B001 523.000 CUYD| 18.00000 9414.00| 30.00000 15690.00| Foundation Backfill, Commercial | | | 0060 502A000 95217.000 LB | 0.65000 61891.05| 0.78000 74269.26| Steel Reinforcement | | | 0070 524A011 513.000 CUYD| 360.00000 184680.00| 380.00000 194940.00| Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 40000.00000 40000.00| 38000.00000 38000.00| Mobilization | | | 0090 610C001 229.000 TON | 24.00000 5496.00| 21.50000 4923.50| Loose Riprap, Class 2 | | | 0100 610D000 302.000 SQYD| 4.00000 1208.00| 4.00000 1208.00| Filter Blanket | | | 0110 630A001 176.000 LF | 24.00000 4224.00| 25.25000 4444.00| Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C050 8.000 EACH| 1000.00000 8000.00| 2160.00000 17280.00| Guardrail End Anchor, Type 20 Series | | | 0130 665F000 92.000 EACH| 6.00000 552.00| 6.50000 598.00| Hay Bales | | | 0140 665J000 976.000 LF | 5.00000 4880.00| 5.50000 5368.00| Silt Fence, Type A | | | 0150 680A000 LUMP| 40000.00000 40000.00| 12500.00000 12500.00| Engineering Controls | | | 0160 740B000 307.000 SQFT| 12.50000 3837.50| 8.50000 2609.50| Construction Signs | | | 0170 740F002 20.000 EACH| 400.00000 8000.00| 190.00000 3800.00| Barricades, Type III | | | 0180 740I005 10.000 EACH| 400.00000 4000.00| 370.00000 3700.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 426,702.55| $ 439,642.26| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 426,702.55| $ 439,642.26| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20041105012 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPOA-CN05(200) for constructing the Widening, Resurfacing, Drainage Improvements and Traffic Stripe on C.R.#36 (Jeff Hamilton Road) from C.R.#13 (Grand Bay-Wilmer Road S.) north of Dees to C.R.#33 (Dawes Road). Length 7.493 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 2,071,662.14 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 2,171,258.27 104.8075% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041105012 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |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 201B001 27.000 ACRE| 2179.79000 58854.33| 2900.00000 78300.00| Selective Clearing | | | 0020 206C002 39.000 SQYD| 12.92000 503.88| 16.50000 643.50| Removing Concrete Slope Paving | | | 0030 206C010 617.000 SQYD| 5.61000 3461.37| 7.00000 4319.00| Removing Concrete Driveway | | | 0040 206D000 191.000 LF | 11.42000 2181.22| 12.60000 2406.60| Removing Pipe | | | 0050 206D001 75.000 LF | 5.00000 375.00| 5.25000 393.75| Removing Guardrail | | | 0060 206D007 330.000 LF | 7.65000 2524.50| 7.30000 2409.00| Removing Concrete Flume | | | 0070 206E000 27.000 EACH| 126.98000 3428.46| 255.00000 6885.00| Removing Headwalls | | | 0080 210A000 7393.000 CUYD| 3.40000 25136.20| 4.10000 30311.30| Unclassified Excavation | | | 0090 210D021 14816.000 CUYD| 7.73000 114527.68| 7.60000 112601.60| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0100 214A000 197.000 CUYD| 7.09000 1396.73| 13.50000 2659.50| Structure Excavation | | | 0110 214B001 63.000 CUYD| 57.76000 3638.88| 30.00000 1890.00| Foundation Backfill, Commercial | | | 0120 301A004 2347.000 SQYD| 12.64000 29666.08| 7.00000 16429.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0130 401A000 26154.000 SQYD| 0.10000 2615.40| 0.15000 3923.10| Bituminous Treatment A | | | 0140 405A000 6337.000 GAL | 1.20000 7604.40| 1.06000 6717.22| Tack Coat | | | 0150 408A052 1881.000 SQYD| 1.42000 2671.02| 2.35000 4420.35| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0160 429A220 8585.000 TON | 44.03000 377997.55| 40.00000 343400.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041105012 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |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 429B229 18160.000 TON | 39.76000 722041.60| 38.75000 703700.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0180 429B232 4570.000 TON | 42.10000 192397.00| 40.00000 182800.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0190 530A003 20.000 LF | 71.83000 1436.60| 60.00000 1200.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0200 530A004 36.000 LF | 84.00000 3024.00| 80.00000 2880.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0210 530A005 26.000 LF | 109.33000 2842.58| 100.00000 2600.00| 42" Roadway Pipe (Class 3 R.C.) | | | 0220 530A008 12.000 LF | 210.72000 2528.64| 180.00000 2160.00| 60" Roadway Pipe (Class 3 R.C.) | | | 0230 530A101 8.000 LF | 80.12000 640.96| 70.00000 560.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 530A102 21.000 LF | 80.48000 1690.08| 60.00000 1260.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530A103 20.000 LF | 71.83000 1436.60| 65.00000 1300.00| 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 535A001 401.000 LF | 22.62000 9070.62| 25.00000 10025.00| 18" Side Drain Pipe | | | 0270 535A002 85.000 LF | 26.73000 2272.05| 45.00000 3825.00| 24" Side Drain Pipe | | | 0280 535A004 48.000 LF | 41.77000 2004.96| 50.00000 2400.00| 36" Side Drain Pipe | | | 0290 600A000 LUMP| 109305.46000 109305.46| 200000.00000 200000.00| Mobilization | | | 0300 610C001 95.000 TON | 45.64000 4335.80| 33.00000 3135.00| Loose Riprap, Class 2 | | | 0310 610D000 75.000 SQYD| 5.56000 417.00| 6.50000 487.50| Filter Blanket | | | 0320 614A000 22.000 CUYD| 295.00000 6490.00| 340.00000 7480.00| Slope Paving | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041105012 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 618B002 191.000 SQYD| 30.00000 5730.00| 45.60000 8709.60| Concrete Driveway, 6" Thick | | | 0340 619A002 2.000 EACH| 464.00000 928.00| 365.00000 730.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0350 619A003 2.000 EACH| 592.00000 1184.00| 470.00000 940.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0360 619A004 2.000 EACH| 768.00000 1536.00| 525.00000 1050.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0370 619A005 1.000 EACH| 960.00000 960.00| 575.00000 575.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0380 619A009 1.000 EACH| 1768.00000 1768.00| 1570.00000 1570.00| 60" Roadway Pipe End Treatment, Class 1 | | | 0390 619A054 1.000 EACH| 768.00000 768.00| 890.00000 890.00| 30" Roadway Pipe End Treatment, Class 2 | | | 0400 619A055 1.000 EACH| 960.00000 960.00| 1000.00000 1000.00| 36" Roadway Pipe End Treatment, Class 2 | | | 0410 619A056 1.000 EACH| 1064.00000 1064.00| 1300.00000 1300.00| 42" Roadway Pipe End Treatment, Class 2 | | | 0420 619A101 20.000 EACH| 480.00000 9600.00| 418.50000 8370.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0430 619A102 4.000 EACH| 648.00000 2592.00| 505.00000 2020.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0440 619A104 2.000 EACH| 1032.00000 2064.00| 835.00000 1670.00| 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0450 620A000 2.000 CUYD| 850.00000 1700.00| 1310.00000 2620.00| Minor Structure Concrete | | | 0460 621A005 3.000 EACH| 3315.00000 9945.00| 4180.00000 12540.00| Junction Boxes, Type 1 | | | 0470 621A013 1.000 EACH| 5661.00000 5661.00| 6800.00000 6800.00| Junction Boxes, Type Special | | | 0480 621B005 4.000 EACH| 360.00000 1440.00| 575.00000 2300.00| Junction Box Units, Type 1 | | | 0490 630A001 2419.000 LF | 15.00000 36285.00| 15.70000 37978.30| Steel Beam Guardrail, Class A, Type 2 | | | 0500 630C022 4.000 EACH| 2000.00000 8000.00| 2090.00000 8360.00| Guardrail End Anchor, Type Special | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041105012 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 630C050 14.000 EACH| 1800.00000 25200.00| 1882.00000 26348.00| Guardrail End Anchor, Type 20 Series | | | 0520 650B000 850.000 CUYD| 8.53000 7250.50| 5.00000 4250.00| Topsoil From Stockpiles | | | 0530 652A061 27.000 ACRE| 460.00000 12420.00| 480.00000 12960.00| Seeding (Mix 3E) | | | 0540 654A000 85.000 SQYD| 3.10000 263.50| 3.25000 276.25| Solid Sodding | | | 0550 656A001 27.000 ACRE| 450.00000 12150.00| 470.00000 12690.00| Mulching, Class A, Type 2 | | | 0560 659A002 5313.000 SQYD| 6.10000 32409.30| 6.40000 34003.20| Erosion Control Netting, Class C1 | | | 0570 665A000 27.000 ACRE| 250.00000 6750.00| 260.00000 7020.00| Temporary Seeding | | | 0580 665B000 27.000 ACRE| 270.00000 7290.00| 280.00000 7560.00| Temporary Mulching | | | 0590 665F000 2660.000 EACH| 5.38000 14310.80| 5.00000 13300.00| Hay Bales | | | 0600 665J000 18424.000 LF | 2.13000 39243.12| 4.00000 73696.00| Silt Fence, Type A | | | 0610 665O001 18424.000 LF | 1.23000 22661.52| 1.00000 18424.00| Silt Fence Removal | | | 0620 680A000 LUMP| 9915.90000 9915.90| 22000.00000 22000.00| Engineering Controls | | | 0630 701A028 16.000 MILE| 1525.00000 24400.00| 1610.00000 25760.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0640 701A046 4.000 MILE| 975.00000 3900.00| 1030.00000 4120.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0650 701A048 11.000 MILE| 1700.00000 18700.00| 1800.00000 19800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0660 701C000 4.000 MILE| 420.00000 1680.00| 445.00000 1780.00| Broken Temporary Traffic Stripe | | | 0670 701C001 24.000 MILE| 450.00000 10800.00| 475.00000 11400.00| Solid Temporary Traffic Stripe | | | 0680 703A002 470.000 SQFT| 3.00000 1410.00| 3.15000 1480.50| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041105012 COUNTIES : MOBILE LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 703D001 470.000 SQFT| 1.50000 705.00| 1.60000 752.00| Temporary Traffic Control Markings | | | 0700 705A032 95.000 EACH| 5.00000 475.00| 5.25000 498.75| Pavement Markers, Class A-H, Type 1-B | | | 0710 705A037 693.000 EACH| 5.00000 3465.00| 5.25000 3638.25| Pavement Markers, Class A-H, Type 2-D | | | 0720 707B004 12.000 EACH| 95.00000 1140.00| 167.00000 2004.00| Type B Hazard Marker Installation | | | 0730 710A115 88.000 SQFT| 10.50000 924.00| 18.90000 1663.20| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0740 710A126 68.000 SQFT| 14.50000 986.00| 22.25000 1513.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0750 710B001 777.000 LF | 6.25000 4856.25| 6.70000 5205.90| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0760 740B000 254.000 SQFT| 14.18000 3601.72| 8.35000 2120.90| Construction Signs | | | 0770 740D000 350.000 EACH| 20.00000 7000.00| 20.00000 7000.00| Channelizing Drums | | | 0780 740E000 230.000 EACH| 2.00000 460.00| 4.00000 920.00| Cones (36 Inches High) | | | 0790 740M001 230.000 EACH| 2.00000 460.00| 1.00000 230.00| Ballast For Cone | | | 0800 740O000 1.000 EACH| 5932.88000 5932.88| 3500.00000 3500.00| Pilot Car | | | 0810 741C010 2.000 EACH| 100.00000 200.00| 1200.00000 2400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,071,662.14| $ 2,171,258.27| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,071,662.14| $ 2,171,258.27| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20041105014 COUNTIES : AUTAUGA LETTING DATE : 11/05/04 10:00 AM DIVISION : 06 CONTRACT TIME : 200 Calendar Days CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : BR-0014(502) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on S.R.#14 at Noland Creek west of Prattville. Length 0.377 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 774,977.88 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 808,413.65 104.3144% 3 16048 WALKER PATTON COMPANY, INC. $ 819,294.33 105.7184% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20041105014 COUNTIES : AUTAUGA LETTING DATE : 11/05/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 07003 |( 3 ) 16048 |H & L CONSTRUCTION, INC. |R.E. GRILLS CONSTRUCTION CO |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 201A000 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 21500.00000 21500.00 Clearing & Grubbing (Approximately 5 | | | Acres) | | | 0020 206B000 LUMP| 25000.00000 25000.00| 7000.00000 7000.00| 20000.00000 20000.00 Removal Of Old Box Culvert, Station | | | 610+60 | | | 0030 206D000 63.000 LF | 30.00000 1890.00| 6.00000 378.00| 10.00000 630.00 Removing Pipe | | | 0040 210A000 4360.000 CUYD| 3.00000 13080.00| 3.70000 16132.00| 7.00000 30520.00 Unclassified Excavation | | | 0050 210D000 6144.000 CUYD| 6.50000 39936.00| 6.10000 37478.40| 7.00000 43008.00 Borrow Excavation | | | 0060 210D025 1705.000 CUYD| 7.50000 12787.50| 9.00000 15345.00| 9.00000 15345.00 Borrow Excavation(Improved Roadbed) | | | 0070 214A000 263.000 CUYD| 10.00000 2630.00| 23.00000 6049.00| 7.00000 1841.00 Structure Excavation | | | 0080 214B001 338.000 CUYD| 40.00000 13520.00| 26.00000 8788.00| 25.00000 8450.00 Foundation Backfill, Commercial | | | 0090 230A000 46.000 RBST| 250.00000 11500.00| 800.00000 36800.00| 600.00000 27600.00 Roadbed Processing | | | 0100 301A012 4968.000 SQYD| 6.50000 32292.00| 7.00000 34776.00| 7.31000 36316.08 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 4968.000 SQYD| 0.65000 3229.20| 0.60000 2980.80| 0.50000 2484.00 Bituminous Treatment A | | | 0120 405A000 557.000 GAL | 1.00000 557.00| 1.80000 1002.60| 1.50000 835.50 Tack Coat | | | 0130 424A361 702.000 TON | 66.00000 46332.00| 70.00000 49140.00| 47.00000 32994.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A367 50.000 TON | 95.00000 4750.00| 102.00000 5100.00| 85.00000 4250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 517.000 TON | 59.00000 30503.00| 58.00000 29986.00| 48.00000 24816.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20041105014 COUNTIES : AUTAUGA LETTING DATE : 11/05/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 07003 |( 3 ) 16048 |H & L CONSTRUCTION, INC. |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424C360 621.000 TON | 45.00000 27945.00| 55.00000 34155.00| 150.00000 93150.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0170 424C364 50.000 TON | 100.00000 5000.00| 180.00000 9000.00| 50.00000 2500.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 430B000 200.000 TON | 20.00000 4000.00| 21.00000 4200.00| 13.00000 2600.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0190 502A000 85287.000 LB | 0.85000 72493.95| 0.85000 72493.95| 0.75000 63965.25 Steel Reinforcement | | | 0200 524A011 487.000 CUYD| 398.00000 193826.00| 300.00000 146100.00| 365.00000 177755.00 Culvert Concrete (Cast In Place) | | | 0210 530A002 40.000 LF | 25.00000 1000.00| 47.00000 1880.00| 33.00000 1320.00 24" Roadway Pipe (Class 3 R.C.) | | | 0220 530A630 85.000 LF | 25.00000 2125.00| 22.00000 1870.00| 28.00000 2380.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Temporary) | | | 0230 535A002 100.000 LF | 30.00000 3000.00| 47.00000 4700.00| 35.00000 3500.00 24" Side Drain Pipe | | | 0240 600A000 LUMP| 60003.33000 60003.33| 62000.00000 62000.00| 45000.00000 45000.00 Mobilization | | | 0250 602A000 15.000 EACH| 50.00000 750.00| 158.00000 2370.00| 175.00000 2625.00 Right Of Way Markers | | | 0260 610C001 1317.000 TON | 21.00000 27657.00| 29.00000 38193.00| 26.00000 34242.00 Loose Riprap, Class 2 | | | 0270 610D000 257.000 SQYD| 15.00000 3855.00| 1.70000 436.90| 2.00000 514.00 Filter Blanket | | | 0280 619A003 1.000 EACH| 500.00000 500.00| 600.00000 600.00| 475.00000 475.00 24" Roadway Pipe End Treatment, Class 1 | | | 0290 619A102 4.000 EACH| 500.00000 2000.00| 600.00000 2400.00| 475.00000 1900.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0300 621A000 1.000 EACH| 1000.00000 1000.00| 1600.00000 1600.00| 2000.00000 2000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0310 636A000 455.000 LF | 6.00000 2730.00| 5.00000 2275.00| 6.00000 2730.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20041105014 COUNTIES : AUTAUGA LETTING DATE : 11/05/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 07003 |( 3 ) 16048 |H & L CONSTRUCTION, INC. |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 641A614 480.000 LF | 35.65000 17112.00| 43.00000 20640.00| 26.00000 12480.00 8 Inch Ductile Iron Water Main Laid | | | 0330 641A684 280.000 LF | 47.89000 13409.20| 43.00000 12040.00| 35.00000 9800.00 8 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0340 650B000 1538.000 CUYD| 3.00000 4614.00| 8.50000 13073.00| 4.00000 6152.00 Topsoil From Stockpiles | | | 0350 652A056 2.000 ACRE| 500.00000 1000.00| 600.00000 1200.00| 500.00000 1000.00 Seeding (Mix 2E) | | | 0360 652B053 1.000 ACRE| 600.00000 600.00| 540.00000 540.00| 600.00000 600.00 Temporary Seeding (Mix 2AT) | | | 0370 652C000 1.000 ACRE| 200.00000 200.00| 250.00000 250.00| 200.00000 200.00 Mowing | | | 0380 652D054 1.000 ACRE| 400.00000 400.00| 600.00000 600.00| 400.00000 400.00 Seeding In Stubble (Mix 2A) | | | 0390 656A000 1.000 ACRE| 500.00000 500.00| 600.00000 600.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0400 656A001 2.000 ACRE| 500.00000 1000.00| 600.00000 1200.00| 500.00000 1000.00 Mulching, Class A, Type 2 | | | 0410 665C000 40.000 LF | 20.00000 800.00| 19.00000 760.00| 27.00000 1080.00 15" Temporary Pipe | | | 0420 665F000 104.000 EACH| 25.00000 2600.00| 7.00000 728.00| 6.00000 624.00 Hay Bales | | | 0430 665I000 60.000 TON | 46.00000 2760.00| 44.00000 2640.00| 30.00000 1800.00 Temporary Riprap, Class 2 | | | 0440 665J000 3170.000 LF | 3.50000 11095.00| 3.00000 9510.00| 3.00000 9510.00 Silt Fence, Type A | | | 0450 665O001 3170.000 LF | 0.01000 31.70| 0.10000 317.00| 0.50000 1585.00 Silt Fence Removal | | | 0460 680A000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 17500.00000 17500.00 Engineering Controls | | | 0470 701A028 1.000 MILE| 2000.00000 2000.00| 2200.00000 2200.00| 1200.00000 1200.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0480 701A046 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 900.00000 900.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0490 701C000 1.000 MILE| 750.00000 750.00| 800.00000 800.00| 450.00000 450.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20041105014 COUNTIES : AUTAUGA LETTING DATE : 11/05/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 07003 |( 3 ) 16048 |H & L CONSTRUCTION, INC. |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 701C001 4.000 MILE| 750.00000 3000.00| 800.00000 3200.00| 450.00000 1800.00 Solid Temporary Traffic Stripe | | | 0510 701D007 1.000 MILE| 2000.00000 2000.00| 2200.00000 2200.00| 1000.00000 1000.00 Solid Traffic Stripe Removed (Paint) | | | 0520 701D008 1.000 MILE| 2000.00000 2000.00| 2200.00000 2200.00| 1000.00000 1000.00 Solid Traffic Stripe Removed (Plastic) | | | 0530 701D014 1.000 MILE| 1500.00000 1500.00| 1700.00000 1700.00| 500.00000 500.00 Broken Traffic Stripe Removed (Paint) | | | 0540 701D015 1.000 MILE| 1500.00000 1500.00| 18700.00000 18700.00| 500.00000 500.00 Broken Traffic Stripe Removed (Plastic) | | | 0550 705A011 100.000 EACH| 10.00000 1000.00| 12.00000 1200.00| 4.50000 450.00 Pavement Markers, Class C, Type 1-A | | | 0560 705A023 50.000 EACH| 10.00000 500.00| 12.00000 600.00| 4.50000 225.00 Pavement Markers, Class C, Type 2-D | | | 0570 705A037 25.000 EACH| 10.00000 250.00| 12.00000 300.00| 4.50000 112.50 Pavement Markers, Class A-H, Type 2-D | | | 0580 707B005 6.000 EACH| 175.00000 1050.00| 44.00000 264.00| 350.00000 2100.00 Type C Hazard Marker Installation | | | 0590 707G001 20.000 EACH| 25.00000 500.00| 44.00000 880.00| 100.00000 2000.00 Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 0600 726A000 800.000 LF | 25.00000 20000.00| 44.00000 35200.00| 30.00000 24000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0610 740B000 433.000 SQFT| 8.00000 3464.00| 9.00000 3897.00| 7.50000 3247.50 Construction Signs | | | 0620 740D000 100.000 EACH| 60.00000 6000.00| 54.00000 5400.00| 45.00000 4500.00 Channelizing Drums | | | 0630 740E000 75.000 EACH| 35.00000 2625.00| 12.00000 900.00| 10.00000 750.00 Cones (36 Inches High) | | | 0640 740F002 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 175.00000 1400.00 Barricades, Type III | | | 0650 740I005 4.000 EACH| 275.00000 1100.00| 330.00000 1320.00| 280.00000 1120.00 Warning Lights, Type B (Detachable Head | | | 0660 740M001 75.000 EACH| 15.00000 1125.00| 7.00000 525.00| 7.50000 562.50 Ballast For Cone | | | SECTION TOTALS | $ 774,977.88| $ 808,413.65| $ 819,294.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 774,977.88| $ 808,413.65| $ 819,294.33 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20041105020 COUNTIES : BIBB LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0420(200) for constructing the Resurfacing and Traffic Stripe on C.R.#1 from S.R.#5 in Brent to U S.#82. Length 11.653 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,162,778.10 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,298,596.24 111.6805% 3 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,420,565.75 122.1700% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20041105020 COUNTIES : BIBB LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( 3 ) 02033 |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 7500.000 CUYD| 12.89000 96675.00| 7.74000 58050.00| 9.88000 74100.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 405A000 5000.000 GAL | 1.10000 5500.00| 1.60000 8000.00| 1.25000 6250.00 Tack Coat | | | 0030 429A221 16500.000 TON | 41.73000 688545.00| 47.95000 791175.00| 53.71000 886215.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0040 429A227 6000.000 TON | 43.09000 258540.00| 52.46000 314760.00| 53.71000 322260.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0050 600A000 LUMP| 23856.19000 23856.19| 47943.01000 47943.01| 67200.00000 67200.00 Mobilization | | | 0060 652A056 12.000 ACRE| 514.50000 6174.00| 472.50000 5670.00| 450.00000 5400.00 Seeding (Mix 2E) | | | 0070 656A000 12.000 ACRE| 457.33000 5487.96| 420.00000 5040.00| 400.00000 4800.00 Mulching, Class A, Type 1 | | | 0080 665J000 1000.000 LF | 2.86000 2860.00| 2.63000 2630.00| 2.50000 2500.00 Silt Fence, Type A | | | 0090 665O001 1000.000 LF | 0.57000 570.00| 0.53000 530.00| 0.50000 500.00 Silt Fence Removal | | | 0100 701A030 25.000 MILE| 857.50000 21437.50| 787.50000 19687.50| 780.00000 19500.00 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0110 701A034 12.000 MILE| 857.49000 10289.88| 787.50000 9450.00| 780.00000 9360.00 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0120 701A044 3.000 MILE| 343.00000 1029.00| 315.00000 945.00| 340.00000 1020.00 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0130 701C000 3.000 MILE| 343.00000 1029.00| 315.00000 945.00| 520.00000 1560.00 Broken Temporary Traffic Stripe | | | 0140 701C001 12.000 MILE| 457.33000 5487.96| 420.00000 5040.00| 580.00000 6960.00 Solid Temporary Traffic Stripe | | | 0150 703A004 44.000 SQFT| 2.29000 100.76| 2.10000 92.40| 5.00000 220.00 Traffic Control Markings, Class 2T, | | | Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20041105020 COUNTIES : BIBB LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( 3 ) 02033 |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 703D002 44.000 SQFT| 1.14000 50.16| 1.05000 46.20| 1.50000 66.00 Temporary Traffic Control Markings | | | (Paint) | | | 0170 705A032 165.000 EACH| 5.15000 849.75| 4.73000 780.45| 5.25000 866.25 Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 1170.000 EACH| 5.14000 6013.80| 4.73000 5534.10| 5.25000 6142.50 Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 294.000 SQFT| 8.82000 2593.08| 8.07000 2372.58| 9.00000 2646.00 Construction Signs | | | 0200 740O000 1.000 EACH| 25689.06000 25689.06| 19905.00000 19905.00| 3000.00000 3000.00 Pilot Car | | | SECTION TOTALS | $ 1,162,778.10| $ 1,298,596.24| $ 1,420,565.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,162,778.10| $ 1,298,596.24| $ 1,420,565.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20041105023 COUNTIES : CLAY LETTING DATE : 11/05/04 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1400(211) for constructing the Bridge Replacement (Bridge Culvert) on Walker Road at Wesobulga Creek southeast of Lineville. Length 0.007 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 148,452.96 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 167,023.60 112.5094% 3 16032 PRICHARD CONSTRUCTION COMPANY $ 170,401.20 114.7846% 4 08017 H & L CONSTRUCTION, INC. $ 195,780.50 131.8805% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20041105023 COUNTIES : CLAY LETTING DATE : 11/05/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 07048 |( 3 ) 16032 |WARE CONSTRUCTION CO., INC. |GLASGOW CONSTRUCTION CO., I |PRICHARD 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| 3000.00000 3000.00| 4000.00000 4000.00| 3000.00000 3000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 12+27.20 | | | 0030 214A000 437.000 CUYD| 12.00000 5244.00| 40.00000 17480.00| 10.00000 4370.00 Structure Excavation | | | 0040 214B001 141.000 CUYD| 30.00000 4230.00| 25.00000 3525.00| 30.00000 4230.00 Foundation Backfill, Commercial | | | 0050 502A000 32444.000 LB | 0.59000 19141.96| 0.65000 21088.60| 0.80000 25955.20 Steel Reinforcement | | | 0060 524A010 208.000 CUYD| 385.00000 80080.00| 350.00000 72800.00| 360.00000 74880.00 Culvert Concrete | | | 0070 600A000 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 10000.00000 10000.00 Mobilization | | | 0080 610C001 269.000 TON | 30.00000 8070.00| 32.00000 8608.00| 30.00000 8070.00 Loose Riprap, Class 2 | | | 0090 610D000 268.000 SQYD| 4.00000 1072.00| 4.00000 1072.00| 4.50000 1206.00 Filter Blanket | | | 0100 665F000 100.000 EACH| 4.75000 475.00| 10.00000 1000.00| 9.00000 900.00 Hay Bales | | | 0110 665J000 400.000 LF | 4.50000 1800.00| 10.00000 4000.00| 6.50000 2600.00 Silt Fence, Type A | | | 0120 665O001 150.000 LF | 2.00000 300.00| 3.00000 450.00| 3.00000 450.00 Silt Fence Removal | | | 0130 680A000 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| 3000.00000 3000.00 Engineering Controls | | | 0140 740B000 200.000 SQFT| 12.00000 2400.00| 12.00000 2400.00| 12.00000 2400.00 Construction Signs | | | 0150 740F002 8.000 EACH| 260.00000 2080.00| 300.00000 2400.00| 300.00000 2400.00 Barricades, Type III | | | 0160 740I005 4.000 EACH| 265.00000 1060.00| 300.00000 1200.00| 485.00000 1940.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 148,452.96| $ 167,023.60| $ 170,401.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 148,452.96| $ 167,023.60| $ 170,401.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20041105023 COUNTIES : CLAY LETTING DATE : 11/05/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 08017 |( ) |( ) |H & L 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| 10000.00000 10000.00| | Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 5000.00000 5000.00| | Removal Of Old Bridge, Station 12+27.20 | | | 0030 214A000 437.000 CUYD| 15.00000 6555.00| | Structure Excavation | | | 0040 214B001 141.000 CUYD| 41.00000 5781.00| | Foundation Backfill, Commercial | | | 0050 502A000 32444.000 LB | 1.00000 32444.00| | Steel Reinforcement | | | 0060 524A010 208.000 CUYD| 515.00000 107120.00| | Culvert Concrete | | | 0070 600A000 LUMP| 10000.00000 10000.00| | Mobilization | | | 0080 610C001 269.000 TON | 32.50000 8742.50| | Loose Riprap, Class 2 | | | 0090 610D000 268.000 SQYD| 3.50000 938.00| | Filter Blanket | | | 0100 665F000 100.000 EACH| 6.50000 650.00| | Hay Bales | | | 0110 665J000 400.000 LF | 4.50000 1800.00| | Silt Fence, Type A | | | 0120 665O001 150.000 LF | 1.00000 150.00| | Silt Fence Removal | | | 0130 680A000 LUMP| 1500.00000 1500.00| | Engineering Controls | | | 0140 740B000 200.000 SQFT| 9.00000 1800.00| | Construction Signs | | | 0150 740F002 8.000 EACH| 300.00000 2400.00| | Barricades, Type III | | | 0160 740I005 4.000 EACH| 225.00000 900.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 195,780.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 195,780.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20041105026 COUNTIES : ELMORE LETTING DATE : 11/05/04 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPNU-2600(205) for constructing the Resurfacing and Traffic Stripe on C.R.#55 (Little Steel Bridge Road) from S.R.#9 south of Seman to the Coosa county line. Length 4.414 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 347,056.88 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 348,989.12 100.5568% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 374,377.55 107.8721% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20041105026 COUNTIES : ELMORE LETTING DATE : 11/05/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 04013 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3419.000 GAL | 1.00000 3419.00| 0.92000 3145.48| 1.01000 3453.19 Tack Coat | | | 0020 424A340 4857.000 TON | 40.05000 194522.85| 42.00000 203994.00| 43.32000 210405.24 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A346 1710.000 TON | 31.00000 53010.00| 32.50000 55575.00| 47.30000 80883.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424B640 100.000 TON | 55.00000 5500.00| 65.00000 6500.00| 73.82000 7382.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 430B043 874.000 TON | 29.50000 25783.00| 22.66000 19804.84| 23.74000 20748.76 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0060 600A000 LUMP| 31000.00000 31000.00| 22500.00000 22500.00| 11432.56000 11432.56 Mobilization | | | 0070 701A031 9.000 MILE| 1108.91000 9980.19| 1100.00000 9900.00| 1238.13000 11143.17 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0080 701A035 6.000 MILE| 1310.53000 7863.18| 1300.00000 7800.00| 1463.24000 8779.44 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701A045 3.000 MILE| 806.48000 2419.44| 800.00000 2400.00| 900.46000 2701.38 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701C000 6.000 MILE| 322.59000 1935.54| 320.00000 1920.00| 360.18000 2161.08 Broken Temporary Traffic Stripe | | | 0110 701C001 12.000 MILE| 423.40000 5080.80| 420.00000 5040.00| 472.74000 5672.88 Solid Temporary Traffic Stripe | | | 0120 703A002 120.000 SQFT| 2.92000 350.40| 2.90000 348.00| 3.26000 391.20 Traffic Control Markings, Class 2, Type | | | A | | | 0130 705A032 129.000 EACH| 5.44000 701.76| 5.40000 696.60| 6.08000 784.32 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20041105026 COUNTIES : ELMORE LETTING DATE : 11/05/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( 3 ) 04013 |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A037 438.000 EACH| 5.44000 2382.72| 5.40000 2365.20| 6.08000 2663.04 Pavement Markers, Class A-H, Type 2-D | | | 0150 740B000 200.000 SQFT| 8.04000 1608.00| 9.00000 1800.00| 8.64000 1728.00 Construction Signs | | | 0160 740O000 1.000 EACH| 1500.00000 1500.00| 5200.00000 5200.00| 4048.29000 4048.29 Pilot Car | | | SECTION TOTALS | $ 347,056.88| $ 348,989.12| $ 374,377.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 347,056.88| $ 348,989.12| $ 374,377.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20041105027 COUNTIES : ESCAMBIA LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-2706(201) for constructing the Resurfacing and Traffic Stripe on C.R.#1 from the north city limit of Atmore to C.R.#30. Length 8.697 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 526,352.02 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 570,143.10 108.3197% 3 01087 APAC-SOUTHEAST, INC. $ 713,247.65 135.5077% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20041105027 COUNTIES : ESCAMBIA LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 01087 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 1586.000 CUYD| 9.29000 14733.94| 8.85000 14036.10| 12.00000 19032.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 212A000 918.000 STA | 18.90000 17350.20| 18.00000 16524.00| 27.00000 24786.00 Machine Grading Shoulders | | | 0030 405A000 4368.000 GAL | 1.19000 5197.92| 1.00000 4368.00| 2.25000 9828.00 Tack Coat | | | 0040 429A240 8739.000 TON | 39.63000 346326.57| 41.00000 358299.00| 55.35000 483703.65 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0050 429A246 1500.000 TON | 43.58000 65370.00| 42.90000 64350.00| 61.70000 92550.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0060 600A000 LUMP| 12793.92000 12793.92| 55500.00000 55500.00| 25760.00000 25760.00 Mobilization | | | 0070 652A061 13.000 ACRE| 472.22000 6138.86| 425.00000 5525.00| 425.00000 5525.00 Seeding (Mix 3E) | | | 0080 656A000 13.000 ACRE| 461.11000 5994.43| 415.00000 5395.00| 415.00000 5395.00 Mulching, Class A, Type 1 | | | 0090 701A031 18.000 MILE| 1166.66000 20999.88| 1060.00000 19080.00| 1050.00000 18900.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 8.000 MILE| 1361.10000 10888.80| 1240.00000 9920.00| 1225.00000 9800.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A045 7.000 MILE| 722.22000 5055.54| 660.00000 4620.00| 650.00000 4550.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701C000 7.000 MILE| 444.44000 3111.08| 400.00000 2800.00| 400.00000 2800.00 Broken Temporary Traffic Stripe | | | 0130 701C001 8.000 MILE| 555.55000 4444.40| 500.00000 4000.00| 500.00000 4000.00 Solid Temporary Traffic Stripe | | | 0140 703A002 540.000 SQFT| 2.78000 1501.20| 2.50000 1350.00| 2.50000 1350.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20041105027 COUNTIES : ESCAMBIA LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 01087 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740B000 532.000 SQFT| 11.84000 6298.88| 8.00000 4256.00| 9.00000 4788.00 Construction Signs | | | 0160 740E000 60.000 EACH| 1.22000 73.20| 1.00000 60.00| 5.00000 300.00 Cones (36 Inches High) | | | 0170 740M001 60.000 EACH| 1.22000 73.20| 1.00000 60.00| 3.00000 180.00 Ballast For Cone | | | SECTION TOTALS | $ 526,352.02| $ 570,143.10| $ 713,247.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 526,352.02| $ 570,143.10| $ 713,247.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20041105028 COUNTIES : FAYETTE LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 CONTRACT TIME : 200 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2900(209) for constructing the Bridge Replacement and Approaches on Bobo Road at Luxapallila Creek west of Glen Allen. Length 0.189 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN, LLC $ 629,891.25 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 665,588.20 105.6672% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 690,058.50 109.5520% 4 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 696,161.26 110.5209% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 732,242.96 116.2491% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20041105028 COUNTIES : FAYETTE LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 18036 |( 3 ) 16003 |B & B ENGINEERING & DESIGN, |RILEY BRIDGE & ENGINEERING |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 6000.00000 6000.00| 3300.00000 3300.00| 16000.00000 16000.00 Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 26000.00000 26000.00| 18000.00000 18000.00| 12000.00000 12000.00 Removal Of Old Bridge, Station 5+51.21 | | | 0030 210A000 137.000 CUYD| 6.50000 890.50| 6.60000 904.20| 5.00000 685.00 Unclassified Excavation | | | 0040 210D011 11844.000 CUYD| 6.50000 76986.00| 6.30000 74617.20| 7.00000 82908.00 Borrow Excavation (A-4 or Better) | | | 0050 230A000 9.000 RBST| 300.00000 2700.00| 280.00000 2520.00| 800.00000 7200.00 Roadbed Processing | | | 0060 502A000 47370.000 LB | 0.70000 33159.00| 0.69000 32685.30| 0.60000 28422.00 Steel Reinforcement | | | 0070 502B000 LUMP| 28000.00000 28000.00| 26000.00000 26000.00| 23000.00000 23000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 5+10.00 (Approx | | | 38199 Lbs) | | | 0080 505G003 20.000 EACH| 150.00000 3000.00| 140.00000 2800.00| 155.00000 3100.00 Pile Points (Type A, 12") | | | 0090 505M002 1140.000 LF | 17.00000 19380.00| 29.00000 33060.00| 33.00000 37620.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0100 506A008 146.000 LF | 300.00000 43800.00| 70.00000 10220.00| 240.00000 35040.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0110 506B003 32.000 LF | 1800.00000 57600.00| 1450.00000 46400.00| 902.00000 28864.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0120 506C042 178.000 LF | 100.00000 17800.00| 118.00000 21004.00| 55.00000 9790.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0130 506G002 4.000 EACH| 200.00000 800.00| 240.00000 960.00| 500.00000 2000.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0140 508A000 5420.000 LB | 3.25000 17615.00| 4.00000 21680.00| 3.50000 18970.00 Structural Steel | | | 0150 510A000 90.000 CUYD| 425.00000 38250.00| 425.00000 38250.00| 500.00000 45000.00 Bridge Substructure Concrete, Class A | | | 0160 510C051 LUMP| 75000.00000 75000.00| 70000.00000 70000.00| 75000.00000 75000.00 Bridge Concrete Superstructure, Sta | | | 5+10.00 (Approx 149 Cu Yds) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20041105028 COUNTIES : FAYETTE LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 18036 |( 3 ) 16003 |B & B ENGINEERING & DESIGN, |RILEY BRIDGE & ENGINEERING |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 510E000 440.000 SQYD| 7.00000 3080.00| 6.50000 2860.00| 6.00000 2640.00 Grooving Concrete Bridge Decks | | | 0180 511A050 16.000 EACH| 100.00000 1600.00| 62.00000 992.00| 100.00000 1600.00 Elastomeric Bearing Type 2 (Mark B1) | | | 0190 511A052 8.000 EACH| 125.00000 1000.00| 78.00000 624.00| 120.00000 960.00 Elastomeric Bearing Type 2 (Mark B3) | | | 0200 513B003 308.000 LF | 67.50000 20790.00| 85.00000 26180.00| 70.00000 21560.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0210 513B005 338.000 LF | 110.00000 37180.00| 160.00000 54080.00| 125.00000 42250.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0220 600A000 LUMP| 15000.00000 15000.00| 65000.00000 65000.00| 80000.00000 80000.00 Mobilization | | | 0230 610C001 2081.000 TON | 25.00000 52025.00| 26.00000 54106.00| 26.00000 54106.00 Loose Riprap, Class 2 | | | 0240 610D003 1473.000 SQYD| 1.75000 2577.75| 3.50000 5155.50| 2.50000 3682.50 Filter Blanket, Geotextile | | | 0250 630C003 4.000 EACH| 1600.00000 6400.00| 1400.00000 5600.00| 1543.00000 6172.00 Guardrail End Anchor, Type 13 | | | 0260 630C050 4.000 EACH| 2000.00000 8000.00| 2100.00000 8400.00| 2137.00000 8548.00 Guardrail End Anchor, Type 20 Series | | | 0270 650A000 313.000 CUYD| 7.00000 2191.00| 6.50000 2034.50| 8.00000 2504.00 Topsoil | | | 0280 650B000 137.000 CUYD| 7.00000 959.00| 6.50000 890.50| 6.00000 822.00 Topsoil From Stockpiles | | | 0290 652A053 1.000 ACRE| 2000.00000 2000.00| 900.00000 900.00| 950.00000 950.00 Seeding (Mix 1E) | | | 0300 656A000 1.000 ACRE| 2000.00000 2000.00| 900.00000 900.00| 475.00000 475.00 Mulching, Class A, Type 1 | | | 0310 665F000 50.000 EACH| 10.00000 500.00| 7.50000 375.00| 6.00000 300.00 Hay Bales | | | 0320 665J000 2000.000 LF | 3.50000 7000.00| 4.00000 8000.00| 3.00000 6000.00 Silt Fence, Type A | | | 0330 665O001 2000.000 LF | 2.75000 5500.00| 2.50000 5000.00| 1.25000 2500.00 Silt Fence Removal | | | 0340 680A000 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 25000.00000 25000.00 Engineering Controls | | | 0350 740B000 109.000 SQFT| 12.00000 1308.00| 10.00000 1090.00| 10.00000 1090.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20041105028 COUNTIES : FAYETTE LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 18036 |( 3 ) 16003 |B & B ENGINEERING & DESIGN, |RILEY BRIDGE & ENGINEERING |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 740F002 8.000 EACH| 600.00000 4800.00| 500.00000 4000.00| 250.00000 2000.00 Barricades, Type III | | | 0370 740I005 4.000 EACH| 250.00000 1000.00| 500.00000 2000.00| 325.00000 1300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 629,891.25| $ 665,588.20| $ 690,058.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 629,891.25| $ 665,588.20| $ 690,058.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 028 -5 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20041105028 COUNTIES : FAYETTE LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 03023 |( 5 ) 01007 |( ) |B. H. CRAIG CONSTRUCTION CO |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 6960.00000 6960.00| 1000.00000 1000.00| Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 5+51.21 | | | 0030 210A000 137.000 CUYD| 11.60000 1589.20| 4.68000 641.16| Unclassified Excavation | | | 0040 210D011 11844.000 CUYD| 6.67000 78999.48| 6.75000 79947.00| Borrow Excavation (A-4 or Better) | | | 0050 230A000 9.000 RBST| 446.60000 4019.40| 600.00000 5400.00| Roadbed Processing | | | 0060 502A000 47370.000 LB | 0.97000 45948.90| 0.65000 30790.50| Steel Reinforcement | | | 0070 502B000 LUMP| 37053.00000 37053.00| 25000.00000 25000.00| Steel Reinforcement For Bridge | | | Superstructure, STA 5+10.00 (Approx | | | 38199 Lbs) | | | 0080 505G003 20.000 EACH| 175.00000 3500.00| 140.00000 2800.00| Pile Points (Type A, 12") | | | 0090 505M002 1140.000 LF | 35.00000 39900.00| 24.00000 27360.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0100 506A008 146.000 LF | 203.00000 29638.00| 324.00000 47304.00| Drilled Shaft Excavation, 4'-0" Diamete | | | 0110 506B003 32.000 LF | 1044.00000 33408.00| 1200.00000 38400.00| Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0120 506C042 178.000 LF | 63.80000 11356.40| 72.00000 12816.00| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0130 506G002 4.000 EACH| 290.00000 1160.00| 550.00000 2200.00| Crosshole Sonic Logging, 4'-0" Diameter | | | 0140 508A000 5420.000 LB | 3.00000 16260.00| 1.50000 8130.00| Structural Steel | | | 0150 510A000 90.000 CUYD| 300.00000 27000.00| 350.00000 31500.00| Bridge Substructure Concrete, Class A | | | 0160 510C051 LUMP| 67000.00000 67000.00| 159500.00000 159500.00| Bridge Concrete Superstructure, Sta | | | 5+10.00 (Approx 149 Cu Yds) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 028 -6 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20041105028 COUNTIES : FAYETTE LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 03023 |( 5 ) 01007 |( ) |B. H. CRAIG CONSTRUCTION CO |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 510E000 440.000 SQYD| 6.07000 2670.80| 6.82000 3000.80| Grooving Concrete Bridge Decks | | | 0180 511A050 16.000 EACH| 125.00000 2000.00| 100.00000 1600.00| Elastomeric Bearing Type 2 (Mark B1) | | | 0190 511A052 8.000 EACH| 145.00000 1160.00| 200.00000 1600.00| Elastomeric Bearing Type 2 (Mark B3) | | | 0200 513B003 308.000 LF | 130.00000 40040.00| 75.00000 23100.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0210 513B005 338.000 LF | 200.00000 67600.00| 150.00000 50700.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0220 600A000 LUMP| 70000.00000 70000.00| 62500.00000 62500.00| Mobilization | | | 0230 610C001 2081.000 TON | 22.62000 47072.22| 20.00000 41620.00| Loose Riprap, Class 2 | | | 0240 610D003 1473.000 SQYD| 3.48000 5126.04| 2.00000 2946.00| Filter Blanket, Geotextile | | | 0250 630C003 4.000 EACH| 1485.00000 5940.00| 1500.00000 6000.00| Guardrail End Anchor, Type 13 | | | 0260 630C050 4.000 EACH| 1980.00000 7920.00| 1500.00000 6000.00| Guardrail End Anchor, Type 20 Series | | | 0270 650A000 313.000 CUYD| 9.28000 2904.64| 5.75000 1799.75| Topsoil | | | 0280 650B000 137.000 CUYD| 4.64000 635.68| 5.75000 787.75| Topsoil From Stockpiles | | | 0290 652A053 1.000 ACRE| 1740.00000 1740.00| 1000.00000 1000.00| Seeding (Mix 1E) | | | 0300 656A000 1.000 ACRE| 1740.00000 1740.00| 1000.00000 1000.00| Mulching, Class A, Type 1 | | | 0310 665F000 50.000 EACH| 11.60000 580.00| 5.00000 250.00| Hay Bales | | | 0320 665J000 2000.000 LF | 4.64000 9280.00| 3.00000 6000.00| Silt Fence, Type A | | | 0330 665O001 2000.000 LF | 1.16000 2320.00| 1.00000 2000.00| Silt Fence Removal | | | 0340 680A000 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| Engineering Controls | | | 0350 740B000 109.000 SQFT| 8.70000 948.30| 10.00000 1090.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 028 -7 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20041105028 COUNTIES : FAYETTE LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 03023 |( 5 ) 01007 |( ) |B. H. CRAIG CONSTRUCTION CO |ALABAMA BRIDGE BUILDERS, IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 740F002 8.000 EACH| 191.40000 1531.20| 250.00000 2000.00| Barricades, Type III | | | 0370 740I005 4.000 EACH| 290.00000 1160.00| 365.00000 1460.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 696,161.26| $ 732,242.96| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 696,161.26| $ 732,242.96| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20041105029 COUNTIES : GENEVA LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3100(204) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#69 at Pates Creek north of Hartford. Length - 0.071 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 383,464.50 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 430,631.00 112.3001% 3 13021 MURPHREE BRIDGE CORPORATION $ 486,500.00 126.8696% 4 19125 BOB SHUFORD CONSTRUCTION, LLC $ 502,908.00 131.1485% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20041105029 COUNTIES : GENEVA LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3000.00000 3000.00| 25000.00000 25000.00| 2000.00000 2000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 60000.00000 60000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 282+04.0 | | | 0030 210A000 13797.000 CUYD| 1.00000 13797.00| 1.00000 13797.00| 0.50000 6898.50 Unclassified Excavation | | | 0040 210D021 375.000 CUYD| 15.00000 5625.00| 15.00000 5625.00| 15.00000 5625.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0050 230A000 3.000 RBST| 400.00000 1200.00| 400.00000 1200.00| 275.00000 825.00 Roadbed Processing | | | 0060 301A004 861.000 SQYD| 12.50000 10762.50| 12.50000 10762.50| 8.75000 7533.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0070 401A000 560.000 SQYD| 2.50000 1400.00| 2.50000 1400.00| 1.00000 560.00 Bituminous Treatment A | | | 0080 429A201 41.000 TON | 90.00000 3690.00| 90.00000 3690.00| 180.00000 7380.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 502A000 175.000 LB | 1.00000 175.00| 1.00000 175.00| 2.00000 350.00 Steel Reinforcement | | | 0100 505M002 1573.000 LF | 27.00000 42471.00| 34.00000 53482.00| 30.25000 47583.25 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0110 507A000 2.000 EACH| 2700.00000 5400.00| 3000.00000 6000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0120 510A000 28.000 CUYD| 400.00000 11200.00| 350.00000 9800.00| 450.00000 12600.00 Bridge Substructure Concrete, Class A | | | 0130 511A000 55.000 EACH| 150.00000 8250.00| 75.00000 4125.00| 90.00000 4950.00 Elastomeric Bearings, Type 1 | | | 0140 512A014 2.000 EACH| 2600.00000 5200.00| 2800.00000 5600.00| 3450.00000 6900.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0150 512B004 3.000 EACH| 2500.00000 7500.00| 2800.00000 8400.00| 4040.00000 12120.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20041105029 COUNTIES : GENEVA LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C017 24.000 EACH| 2700.00000 64800.00| 2800.00000 67200.00| 5115.00000 122760.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512C025 8.000 EACH| 3000.00000 24000.00| 2700.00000 21600.00| 5450.00000 43600.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512D025 4.000 EACH| 2600.00000 10400.00| 2700.00000 10800.00| 5115.00000 20460.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0190 512D030 4.000 EACH| 2700.00000 10800.00| 2700.00000 10800.00| 5195.00000 20780.00 Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long | | | 0200 512E000 16.000 EACH| 625.00000 10000.00| 500.00000 8000.00| 240.00000 3840.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0210 512F000 8.000 EACH| 675.00000 5400.00| 500.00000 4000.00| 420.00000 3360.00 Precast Concrete Wing Panels, Type W1 | | | 0220 512G000 4.000 EACH| 725.00000 2900.00| 500.00000 2000.00| 540.00000 2160.00 Precast Concrete Abutment Wing Cap Pane | | | 0230 600A000 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 46631.25000 46631.25 Mobilization | | | 0240 610C001 910.000 TON | 36.00000 32760.00| 28.00000 25480.00| 25.00000 22750.00 Loose Riprap, Class 2 | | | 0250 610D003 718.000 SQYD| 3.00000 2154.00| 2.00000 1436.00| 2.00000 1436.00 Filter Blanket, Geotextile | | | 0260 630C003 4.000 EACH| 1350.00000 5400.00| 1300.00000 5200.00| 1350.00000 5400.00 Guardrail End Anchor, Type 13 | | | 0270 630C050 4.000 EACH| 1800.00000 7200.00| 1900.00000 7600.00| 1800.00000 7200.00 Guardrail End Anchor, Type 20 Series | | | 0280 650B000 569.000 CUYD| 10.00000 5690.00| 10.00000 5690.00| 6.00000 3414.00 Topsoil From Stockpiles | | | 0290 652A061 1.000 ACRE| 600.00000 600.00| 1.00000 1.00| 800.00000 800.00 Seeding (Mix 3E) | | | 0300 656A000 1.000 ACRE| 600.00000 600.00| 1.00000 1.00| 800.00000 800.00 Mulching, Class A, Type 1 | | | 0310 665A000 1.000 ACRE| 300.00000 300.00| 1.00000 1.00| 10.00000 10.00 Temporary Seeding | | | 0320 665B000 1.000 ACRE| 300.00000 300.00| 1.00000 1.00| 10.00000 10.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20041105029 COUNTIES : GENEVA LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665F000 200.000 EACH| 3.00000 600.00| 5.00000 1000.00| 6.00000 1200.00 Hay Bales | | | 0340 665J000 800.000 LF | 4.00000 3200.00| 4.75000 3800.00| 3.00000 2400.00 Silt Fence, Type A | | | 0350 665N000 25.000 TON | 32.00000 800.00| 75.00000 1875.00| 25.00000 625.00 Temporary Coarse Aggregate, ALDOT | | | Number 1 | | | 0360 665O001 800.000 LF | 4.00000 3200.00| 1.25000 1000.00| 0.50000 400.00 Silt Fence Removal | | | 0370 680A000 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 5051.75000 5051.75 Engineering Controls | | | 0380 701A030 1.000 MILE| 1000.00000 1000.00| 1.00000 1.00| 1000.00000 1000.00 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0390 701A034 1.000 MILE| 1000.00000 1000.00| 1.00000 1.00| 1000.00000 1000.00 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0400 701A044 1.000 MILE| 1000.00000 1000.00| 1.00000 1.00| 1000.00000 1000.00 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0410 740B000 166.000 SQFT| 15.00000 2490.00| 7.75000 1286.50| 7.75000 1286.50 Construction Signs | | | 0420 740F002 8.000 EACH| 400.00000 3200.00| 175.00000 1400.00| 175.00000 1400.00 Barricades, Type III | | | 0430 740I005 2.000 EACH| 500.00000 1000.00| 200.00000 400.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 383,464.50| $ 430,631.00| $ 486,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 383,464.50| $ 430,631.00| $ 486,500.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 029 -5 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20041105029 COUNTIES : GENEVA LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 19125 |( ) |( ) |BOB SHUFORD CONSTRUCTION LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 4100.00000 4100.00| | Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 282+04.0 | | | 0030 210A000 13797.000 CUYD| 1.00000 13797.00| | Unclassified Excavation | | | 0040 210D021 375.000 CUYD| 16.50000 6187.50| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0050 230A000 3.000 RBST| 1780.00000 5340.00| | Roadbed Processing | | | 0060 301A004 861.000 SQYD| 10.50000 9040.50| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0070 401A000 560.000 SQYD| 1.00000 560.00| | Bituminous Treatment A | | | 0080 429A201 41.000 TON | 180.00000 7380.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 502A000 175.000 LB | 1.00000 175.00| | Steel Reinforcement | | | 0100 505M002 1573.000 LF | 33.00000 51909.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0110 507A000 2.000 EACH| 3000.00000 6000.00| | Wire Rope Abutment Anchor Assembly | | | 0120 510A000 28.000 CUYD| 500.00000 14000.00| | Bridge Substructure Concrete, Class A | | | 0130 511A000 55.000 EACH| 100.00000 5500.00| | Elastomeric Bearings, Type 1 | | | 0140 512A014 2.000 EACH| 2700.00000 5400.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0150 512B004 3.000 EACH| 3000.00000 9000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 029 -6 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20041105029 COUNTIES : GENEVA LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 19125 |( ) |( ) |BOB SHUFORD CONSTRUCTION LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512C017 24.000 EACH| 4500.00000 108000.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0170 512C025 8.000 EACH| 3600.00000 28800.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0180 512D025 4.000 EACH| 3600.00000 14400.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0190 512D030 4.000 EACH| 3600.00000 14400.00| | Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long | | | 0200 512E000 16.000 EACH| 500.00000 8000.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0210 512F000 8.000 EACH| 700.00000 5600.00| | Precast Concrete Wing Panels, Type W1 | | | 0220 512G000 4.000 EACH| 700.00000 2800.00| | Precast Concrete Abutment Wing Cap Pane | | | 0230 600A000 LUMP| 73500.00000 73500.00| | Mobilization | | | 0240 610C001 910.000 TON | 35.00000 31850.00| | Loose Riprap, Class 2 | | | 0250 610D003 718.000 SQYD| 2.00000 1436.00| | Filter Blanket, Geotextile | | | 0260 630C003 4.000 EACH| 1400.00000 5600.00| | Guardrail End Anchor, Type 13 | | | 0270 630C050 4.000 EACH| 1825.00000 7300.00| | Guardrail End Anchor, Type 20 Series | | | 0280 650B000 569.000 CUYD| 13.00000 7397.00| | Topsoil From Stockpiles | | | 0290 652A061 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 3E) | | | 0300 656A000 1.000 ACRE| 1000.00000 1000.00| | Mulching, Class A, Type 1 | | | 0310 665A000 1.000 ACRE| 1000.00000 1000.00| | Temporary Seeding | | | 0320 665B000 1.000 ACRE| 1000.00000 1000.00| | Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 029 -7 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20041105029 COUNTIES : GENEVA LETTING DATE : 11/05/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 19125 |( ) |( ) |BOB SHUFORD CONSTRUCTION LL | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665F000 200.000 EACH| 8.00000 1600.00| | Hay Bales | | | 0340 665J000 800.000 LF | 6.00000 4800.00| | Silt Fence, Type A | | | 0350 665N000 25.000 TON | 75.00000 1875.00| | Temporary Coarse Aggregate, ALDOT | | | Number 1 | | | 0360 665O001 800.000 LF | 3.00000 2400.00| | Silt Fence Removal | | | 0370 680A000 LUMP| 18850.00000 18850.00| | Engineering Controls | | | 0380 701A030 1.000 MILE| 1000.00000 1000.00| | Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0390 701A034 1.000 MILE| 1000.00000 1000.00| | Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0400 701A044 1.000 MILE| 1000.00000 1000.00| | Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0410 740B000 166.000 SQFT| 8.50000 1411.00| | Construction Signs | | | 0420 740F002 8.000 EACH| 250.00000 2000.00| | Barricades, Type III | | | 0430 740I005 2.000 EACH| 250.00000 500.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 502,908.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 502,908.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20041105030 COUNTIES : GREENE LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 CONTRACT TIME : 100 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3208(200) for constructing the Bridge Replacement (2 Bridge Culverts) on C.R.#181 at Brush Creek Tributary and at Pippen Creek Tributary northwest of Eutaw. Length - 0.012 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 177,325.00 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 177,370.00 100.0254% 3 23044 WARE CONSTRUCTION CO., INC. $ 223,448.00 126.0104% 4 08017 H & L CONSTRUCTION, INC. $ 235,074.00 132.5668% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20041105030 COUNTIES : GREENE LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 07048 |( 3 ) 23044 |PHILLIPS CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., I |WARE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 9+84.26 | | | 0020 206A001 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 9+84.23 | | | 0030 214A000 1779.000 CUYD| 10.00000 17790.00| 10.00000 17790.00| 14.00000 24906.00 Structure Excavation | | | 0040 214B001 242.000 CUYD| 30.00000 7260.00| 25.00000 6050.00| 35.00000 8470.00 Foundation Backfill, Commercial | | | 0050 502A000 33000.000 LB | 0.60000 19800.00| 0.65000 21450.00| 0.69000 22770.00 Steel Reinforcement | | | 0060 524A011 210.000 CUYD| 350.00000 73500.00| 300.00000 63000.00| 425.00000 89250.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 15000.00000 15000.00 Mobilization | | | 0080 610C001 145.000 TON | 35.00000 5075.00| 32.00000 4640.00| 32.00000 4640.00 Loose Riprap, Class 2 | | | 0090 610D000 120.000 SQYD| 4.00000 480.00| 3.00000 360.00| 4.00000 480.00 Filter Blanket | | | 0100 630A001 250.000 LF | 20.00000 5000.00| 40.00000 10000.00| 38.00000 9500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 8.000 EACH| 2000.00000 16000.00| 2000.00000 16000.00| 2000.00000 16000.00 Guardrail End Anchor, Type 20 Series | | | 0120 665F000 80.000 EACH| 15.00000 1200.00| 10.00000 800.00| 5.00000 400.00 Hay Bales | | | 0130 665J000 400.000 LF | 6.00000 2400.00| 10.00000 4000.00| 5.00000 2000.00 Silt Fence, Type A | | | 0140 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 Engineering Controls | | | 0150 740B000 268.000 SQFT| 15.00000 4020.00| 10.00000 2680.00| 14.00000 3752.00 Construction Signs | | | 0160 740F002 16.000 EACH| 300.00000 4800.00| 300.00000 4800.00| 285.00000 4560.00 Barricades, Type III | | | 0170 740I005 4.000 EACH| 250.00000 1000.00| 200.00000 800.00| 180.00000 720.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 177,325.00| $ 177,370.00| $ 223,448.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 177,325.00| $ 177,370.00| $ 223,448.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20041105030 COUNTIES : GREENE LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 08017 |( ) |( ) |H & L CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 6000.00000 6000.00| | Removal Of Old Bridge, Station 9+84.26 | | | 0020 206A001 LUMP| 6000.00000 6000.00| | Removal Of Old Bridge, Station 9+84.23 | | | 0030 214A000 1779.000 CUYD| 10.00000 17790.00| | Structure Excavation | | | 0040 214B001 242.000 CUYD| 38.00000 9196.00| | Foundation Backfill, Commercial | | | 0050 502A000 33000.000 LB | 1.00000 33000.00| | Steel Reinforcement | | | 0060 524A011 210.000 CUYD| 450.00000 94500.00| | Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 20000.00000 20000.00| | Mobilization | | | 0080 610C001 145.000 TON | 35.00000 5075.00| | Loose Riprap, Class 2 | | | 0090 610D000 120.000 SQYD| 4.00000 480.00| | Filter Blanket | | | 0100 630A001 250.000 LF | 37.50000 9375.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 8.000 EACH| 2600.00000 20800.00| | Guardrail End Anchor, Type 20 Series | | | 0120 665F000 80.000 EACH| 6.00000 480.00| | Hay Bales | | | 0130 665J000 400.000 LF | 6.00000 2400.00| | Silt Fence, Type A | | | 0140 680A000 LUMP| 1500.00000 1500.00| | Engineering Controls | | | 0150 740B000 268.000 SQFT| 8.50000 2278.00| | Construction Signs | | | 0160 740F002 16.000 EACH| 300.00000 4800.00| | Barricades, Type III | | | 0170 740I005 4.000 EACH| 350.00000 1400.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 235,074.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 235,074.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 CONTRACT TIME : 250 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-5812(200) for constructing the Bridge Replacement and Approaches on S.R.#7 (U.S.#11) at Big Canoe Creek west of Ashville. Length 0.264 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19121 BOB SMITH CONSTRUCTION, INC. $ 1,296,806.00 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,357,776.67 104.7016% 3 13021 MURPHREE BRIDGE CORPORATION $ 1,444,363.16 111.3785% 4 19037 SIMPSON BRIDGE COMPANY, INC. $ 1,667,940.03 128.6191% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 01007 |( 3 ) 13021 |BOB SMITH CONSTRUCTION, INC |ALABAMA BRIDGE BUILDERS, IN |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 12000.00000 12000.00| 15000.00000 15000.00| 12000.00000 12000.00 Clearing & Grubbing (Approximately 4 | | | Acres) | | | 0020 206A000 LUMP| 50000.00000 50000.00| 60000.00000 60000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 16+01.77 | | | 0030 206D000 92.000 LF | 10.00000 920.00| 6.00000 552.00| 4.00000 368.00 Removing Pipe | | | 0040 210A000 15604.000 CUYD| 3.75000 58515.00| 4.75000 74119.00| 5.25000 81921.00 Unclassified Excavation | | | 0050 230A000 12.000 RBST| 1500.00000 18000.00| 500.00000 6000.00| 300.00000 3600.00 Roadbed Processing | | | 0060 301A012 5160.000 SQYD| 6.50000 33540.00| 5.50000 28380.00| 4.85000 25026.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 5009.000 SQYD| 6.50000 32558.50| 0.50000 2504.50| 0.50000 2504.50 Bituminous Treatment A | | | 0080 401B108 2063.000 SQYD| 6.50000 13409.50| 5.77000 11903.51| 5.77000 11903.51 Bituminous Treatment G (With Polymer | | | Additive) | | | 0090 405A000 32.000 GAL | 7.50000 240.00| 4.00000 128.00| 4.00000 128.00 Tack Coat | | | 0100 424A340 210.000 TON | 75.00000 15750.00| 74.61000 15668.10| 74.61000 15668.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B635 590.000 TON | 50.00000 29500.00| 58.41000 34461.90| 58.41000 34461.90 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0120 424B666 638.000 TON | 50.00000 31900.00| 56.07000 35772.66| 56.07000 35772.66 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0130 430B026 100.000 TON | 20.00000 2000.00| 20.00000 2000.00| 25.00000 2500.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0140 450B000 107.000 SQYD| 350.00000 37450.00| 65.00000 6955.00| 95.00000 10165.00 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 01007 |( 3 ) 13021 |BOB SMITH CONSTRUCTION, INC |ALABAMA BRIDGE BUILDERS, IN |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 58000.000 LB | 0.72500 42050.00| 0.60000 34800.00| 0.85000 49300.00 Steel Reinforcement | | | 0160 502B000 LUMP| 59595.00000 59595.00| 55000.00000 55000.00| 69870.00000 69870.00 Steel Reinforcement For Bridge | | | Superstructure, Station 16+00, Approx. | | | 82,200 lbs | | | 0170 506A005 80.000 LF | 300.00000 24000.00| 250.00000 20000.00| 235.00000 18800.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0180 506A008 34.000 LF | 350.00000 11900.00| 320.00000 10880.00| 300.00000 10200.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0190 506B002 68.000 LF | 850.00000 57800.00| 850.00000 57800.00| 800.00000 54400.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0200 506B003 16.000 LF | 850.00000 13600.00| 850.00000 13600.00| 800.00000 12800.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0210 506C041 148.000 LF | 75.00000 11100.00| 55.00000 8140.00| 50.00000 7400.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0220 506C042 50.000 LF | 75.00000 3750.00| 65.00000 3250.00| 62.00000 3100.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0230 506F000 14.000 LF | 200.00000 2800.00| 160.00000 2240.00| 150.00000 2100.00 Permanent Drilled Shaft Casing, 3'-6" | | | Diameter | | | 0240 506F008 34.000 LF | 200.00000 6800.00| 190.00000 6460.00| 175.00000 5950.00 Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0250 506G001 2.000 EACH| 500.00000 1000.00| 270.00000 540.00| 250.00000 500.00 Crosshole Sonic Logging, 3'-6" Diameter | | | 0260 506G002 2.000 EACH| 500.00000 1000.00| 375.00000 750.00| 350.00000 700.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0270 508A000 5900.000 LB | 3.50000 20650.00| 3.00000 17700.00| 3.00000 17700.00 Structural Steel | | | 0280 510A000 168.000 CUYD| 350.00000 58800.00| 400.00000 67200.00| 530.00000 89040.00 Bridge Substructure Concrete, Class A | | | 0290 510C051 LUMP| 121800.00000 121800.00| 195000.00000 195000.00| 184440.00000 184440.00 Bridge Concrete Superstructure, , | | | Station 16+00, Approx. 348 CU. YDS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 01007 |( 3 ) 13021 |BOB SMITH CONSTRUCTION, INC |ALABAMA BRIDGE BUILDERS, IN |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 510E000 1065.000 SQYD| 5.00000 5325.00| 3.00000 3195.00| 2.48000 2641.20 Grooving Concrete Bridge Decks | | | 0310 511A050 12.000 EACH| 100.00000 1200.00| 200.00000 2400.00| 225.00000 2700.00 Elastomeric Bearing Type 2 (Mark B1) | | | 0320 511A053 24.000 EACH| 100.00000 2400.00| 300.00000 7200.00| 250.00000 6000.00 Elastomeric Bearing Type 2 (Mark B4) | | | 0330 513B003 231.000 LF | 95.00000 21945.00| 80.00000 18480.00| 60.00000 13860.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0340 513B015 1187.000 LF | 130.00000 154310.00| 160.00000 189920.00| 175.00000 207725.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0350 535A080 78.000 LF | 25.00000 1950.00| 20.00000 1560.00| 25.00000 1950.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0360 600A000 LUMP| 100000.00000 100000.00| 142165.00000 142165.00| 142024.04000 142024.04 Mobilization | | | 0370 602A000 8.000 EACH| 300.00000 2400.00| 140.00000 1120.00| 125.00000 1000.00 Right Of Way Markers | | | 0380 610C001 6225.000 TON | 15.00000 93375.00| 13.00000 80925.00| 23.00000 143175.00 Loose Riprap, Class 2 | | | 0390 610D000 1252.000 SQYD| 2.00000 2504.00| 2.00000 2504.00| 2.50000 3130.00 Filter Blanket | | | 0400 610D003 4495.000 SQYD| 2.00000 8990.00| 2.00000 8990.00| 2.50000 11237.50 Filter Blanket, Geotextile | | | 0410 619A101 4.000 EACH| 500.00000 2000.00| 650.00000 2600.00| 400.00000 1600.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0420 630A001 350.000 LF | 20.00000 7000.00| 16.50000 5775.00| 16.00000 5600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0430 630C003 4.000 EACH| 2000.00000 8000.00| 1500.00000 6000.00| 1200.00000 4800.00 Guardrail End Anchor, Type 13 | | | 0440 630C070 4.000 EACH| 2000.00000 8000.00| 1550.00000 6200.00| 1600.00000 6400.00 Guardrail End Anchor, Type 10 Series | | | 0450 637A001 456.000 LF | 9.00000 4104.00| 5.00000 2280.00| 6.50000 2964.00 Fence Reset (Includes All Types) | | | 0460 650B000 1243.000 CUYD| 8.00000 9944.00| 7.00000 8701.00| 4.00000 4972.00 Topsoil From Stockpiles | | | 0470 652A050 1.000 ACRE| 800.00000 800.00| 750.00000 750.00| 700.00000 700.00 Seeding (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 01007 |( 3 ) 13021 |BOB SMITH CONSTRUCTION, INC |ALABAMA BRIDGE BUILDERS, IN |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 652A053 4.000 ACRE| 750.00000 3000.00| 750.00000 3000.00| 700.00000 2800.00 Seeding (Mix 1E) | | | 0490 652B050 1.000 ACRE| 800.00000 800.00| 500.00000 500.00| 700.00000 700.00 Temporary Seeding (Mix 1AT) | | | 0500 652D050 1.000 ACRE| 800.00000 800.00| 750.00000 750.00| 600.00000 600.00 Seeding In Stubble (Mix 1A) | | | 0510 654A000 927.000 SQYD| 4.50000 4171.50| 5.00000 4635.00| 3.50000 3244.50 Solid Sodding | | | 0520 656A000 1.000 ACRE| 800.00000 800.00| 500.00000 500.00| 700.00000 700.00 Mulching, Class A, Type 1 | | | 0530 656A001 4.000 ACRE| 750.00000 3000.00| 500.00000 2000.00| 700.00000 2800.00 Mulching, Class A, Type 2 | | | 0540 665F000 130.000 EACH| 7.00000 910.00| 5.00000 650.00| 8.00000 1040.00 Hay Bales | | | 0550 665I000 864.000 TON | 15.00000 12960.00| 13.00000 11232.00| 25.00000 21600.00 Temporary Riprap, Class 2 | | | 0560 665J000 1300.000 LF | 4.00000 5200.00| 4.00000 5200.00| 3.00000 3900.00 Silt Fence, Type A | | | 0570 665L000 424.000 LF | 20.00000 8480.00| 15.00000 6360.00| 19.00000 8056.00 Floating Basin Boom | | | 0580 665O001 1300.000 LF | 1.00000 1300.00| 1.05000 1365.00| 1.00000 1300.00 Silt Fence Removal | | | 0590 666A001 4.000 ACRE| 600.00000 2400.00| 50.00000 200.00| 100.00000 400.00 Pest Control Treatment | | | 0600 680A000 LUMP| 30000.00000 30000.00| 26500.00000 26500.00| 7800.00000 7800.00 Engineering Controls | | | 0610 701A006 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701A014 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0630 701E001 4640.000 LF | 0.40000 1856.00| 0.25000 1160.00| 0.25000 1160.00 Solid Temporary Traffic Stripe (Paint) | | | 0640 701G125 240.000 LF | 5.00000 1200.00| 6.50000 1560.00| 6.50000 1560.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0650 701G133 240.000 LF | 5.00000 1200.00| 6.50000 1560.00| 6.50000 1560.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 01007 |( 3 ) 13021 |BOB SMITH CONSTRUCTION, INC |ALABAMA BRIDGE BUILDERS, IN |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 705A037 35.000 EACH| 7.50000 262.50| 10.00000 350.00| 10.00000 350.00 Pavement Markers, Class A-H, Type 2-D | | | 0670 740B000 669.000 SQFT| 9.00000 6021.00| 10.00000 6690.00| 7.25000 4850.25 Construction Signs | | | 0680 740E000 35.000 EACH| 12.00000 420.00| 15.00000 525.00| 15.00000 525.00 Cones (36 Inches High) | | | 0690 740F002 11.000 EACH| 200.00000 2200.00| 220.00000 2420.00| 165.00000 1815.00 Barricades, Type III | | | 0700 740I005 2.000 EACH| 400.00000 800.00| 350.00000 700.00| 262.50000 525.00 Warning Lights, Type B (Detachable Head | | | 0710 740M001 35.000 EACH| 10.00000 350.00| 10.00000 350.00| 8.00000 280.00 Ballast For Cone | | | SECTION TOTALS | $ 1,296,806.00| $ 1,357,776.67| $ 1,444,363.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,296,806.00| $ 1,357,776.67| $ 1,444,363.16 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 105000.00000 105000.00| | Clearing & Grubbing (Approximately 4 | | | Acres) | | | 0020 206A000 LUMP| 200000.00000 200000.00| | Removal Of Old Bridge, Station 16+01.77 | | | 0030 206D000 92.000 LF | 6.20000 570.40| | Removing Pipe | | | 0040 210A000 15604.000 CUYD| 4.90000 76459.60| | Unclassified Excavation | | | 0050 230A000 12.000 RBST| 1288.00000 15456.00| | Roadbed Processing | | | 0060 301A012 5160.000 SQYD| 6.35000 32766.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 5009.000 SQYD| 0.52000 2604.68| | Bituminous Treatment A | | | 0080 401B108 2063.000 SQYD| 6.00000 12378.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0090 405A000 32.000 GAL | 5.15000 164.80| | Tack Coat | | | 0100 424A340 210.000 TON | 67.00000 14070.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 424B635 590.000 TON | 50.00000 29500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0120 424B666 638.000 TON | 50.00000 31900.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0130 430B026 100.000 TON | 20.00000 2000.00| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0140 450B000 107.000 SQYD| 110.00000 11770.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -8 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 58000.000 LB | 0.83000 48140.00| | Steel Reinforcement | | | 0160 502B000 LUMP| 68000.00000 68000.00| | Steel Reinforcement For Bridge | | | Superstructure, Station 16+00, Approx. | | | 82,200 lbs | | | 0170 506A005 80.000 LF | 250.00000 20000.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0180 506A008 34.000 LF | 310.00000 10540.00| | Drilled Shaft Excavation, 4'-0" Diamete | | | 0190 506B002 68.000 LF | 825.00000 56100.00| | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0200 506B003 16.000 LF | 825.00000 13200.00| | Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0210 506C041 148.000 LF | 80.00000 11840.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0220 506C042 50.000 LF | 128.00000 6400.00| | Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0230 506F000 14.000 LF | 155.00000 2170.00| | Permanent Drilled Shaft Casing, 3'-6" | | | Diameter | | | 0240 506F008 34.000 LF | 180.00000 6120.00| | Permanent Drilled Shaft Casing, 4'-0" | | | Diameter | | | 0250 506G001 2.000 EACH| 258.00000 516.00| | Crosshole Sonic Logging, 3'-6" Diameter | | | 0260 506G002 2.000 EACH| 365.00000 730.00| | Crosshole Sonic Logging, 4'-0" Diameter | | | 0270 508A000 5900.000 LB | 3.45000 20355.00| | Structural Steel | | | 0280 510A000 168.000 CUYD| 475.00000 79800.00| | Bridge Substructure Concrete, Class A | | | 0290 510C051 LUMP| 180000.00000 180000.00| | Bridge Concrete Superstructure, , | | | Station 16+00, Approx. 348 CU. YDS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -9 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 510E000 1065.000 SQYD| 2.50000 2662.50| | Grooving Concrete Bridge Decks | | | 0310 511A050 12.000 EACH| 71.00000 852.00| | Elastomeric Bearing Type 2 (Mark B1) | | | 0320 511A053 24.000 EACH| 130.00000 3120.00| | Elastomeric Bearing Type 2 (Mark B4) | | | 0330 513B003 231.000 LF | 62.00000 14322.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0340 513B015 1187.000 LF | 104.00000 123448.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0350 535A080 78.000 LF | 20.00000 1560.00| | 18" Side Drain Pipe (Class 3 R.C.) | | | 0360 600A000 LUMP| 182000.00000 182000.00| | Mobilization | | | 0370 602A000 8.000 EACH| 140.00000 1120.00| | Right Of Way Markers | | | 0380 610C001 6225.000 TON | 20.00000 124500.00| | Loose Riprap, Class 2 | | | 0390 610D000 1252.000 SQYD| 4.00000 5008.00| | Filter Blanket | | | 0400 610D003 4495.000 SQYD| 3.00000 13485.00| | Filter Blanket, Geotextile | | | 0410 619A101 4.000 EACH| 700.00000 2800.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0420 630A001 350.000 LF | 17.00000 5950.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0430 630C003 4.000 EACH| 1550.00000 6200.00| | Guardrail End Anchor, Type 13 | | | 0440 630C070 4.000 EACH| 1600.00000 6400.00| | Guardrail End Anchor, Type 10 Series | | | 0450 637A001 456.000 LF | 4.90000 2234.40| | Fence Reset (Includes All Types) | | | 0460 650B000 1243.000 CUYD| 7.20000 8949.60| | Topsoil From Stockpiles | | | 0470 652A050 1.000 ACRE| 775.00000 775.00| | Seeding (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -10 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 652A053 4.000 ACRE| 775.00000 3100.00| | Seeding (Mix 1E) | | | 0490 652B050 1.000 ACRE| 515.00000 515.00| | Temporary Seeding (Mix 1AT) | | | 0500 652D050 1.000 ACRE| 775.00000 775.00| | Seeding In Stubble (Mix 1A) | | | 0510 654A000 927.000 SQYD| 5.15000 4774.05| | Solid Sodding | | | 0520 656A000 1.000 ACRE| 515.00000 515.00| | Mulching, Class A, Type 1 | | | 0530 656A001 4.000 ACRE| 568.00000 2272.00| | Mulching, Class A, Type 2 | | | 0540 665F000 130.000 EACH| 5.50000 715.00| | Hay Bales | | | 0550 665I000 864.000 TON | 20.00000 17280.00| | Temporary Riprap, Class 2 | | | 0560 665J000 1300.000 LF | 4.50000 5850.00| | Silt Fence, Type A | | | 0570 665L000 424.000 LF | 25.00000 10600.00| | Floating Basin Boom | | | 0580 665O001 1300.000 LF | 1.30000 1690.00| | Silt Fence Removal | | | 0590 666A001 4.000 ACRE| 51.50000 206.00| | Pest Control Treatment | | | 0600 680A000 LUMP| 41500.00000 41500.00| | Engineering Controls | | | 0610 701A006 1.000 MILE| 515.00000 515.00| | Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701A014 1.000 MILE| 515.00000 515.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0630 701E001 4640.000 LF | 0.15000 696.00| | Solid Temporary Traffic Stripe (Paint) | | | 0640 701G125 240.000 LF | 4.25000 1020.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0650 701G133 240.000 LF | 4.25000 1020.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 034 -11 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041105034 COUNTIES : ST. CLAIR LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 705A037 35.000 EACH| 5.70000 199.50| | Pavement Markers, Class A-H, Type 2-D | | | 0670 740B000 669.000 SQFT| 8.25000 5519.25| | Construction Signs | | | 0680 740E000 35.000 EACH| 18.50000 647.50| | Cones (36 Inches High) | | | 0690 740F002 11.000 EACH| 260.00000 2860.00| | Barricades, Type III | | | 0700 740I005 2.000 EACH| 465.00000 930.00| | Warning Lights, Type B (Detachable Head | | | 0710 740M001 35.000 EACH| 8.25000 288.75| | Ballast For Cone | | | SECTION TOTALS | $ 1,667,940.03| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,667,940.03| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20041105035 COUNTIES : SHELBY LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 CONTRACT TIME : 360 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-5916(200) for constructing the Bridge Replacements (2 Bridge Culverts) and Approaches on C.R.#17 at tributaries of Shoal Creek north of Montevallo. Length 0.525 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20050 TOMLIN CONSTRUCTION, LLC $ 975,933.20 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,084,572.12 111.1318% 3 16048 WALKER PATTON COMPANY, INC. $ 1,105,801.00 113.3070% 4 23070 WINSTON CONTRACTING, L.L.C. $ 1,200,438.85 123.0042% 5 16039 PINKERTON CONSTRUCTION, INC. $ 1,315,571.10 134.8013% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20041105035 COUNTIES : SHELBY LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 07003 |( 3 ) 16048 |TOMLIN CONSTRUCTION, LLC |R.E. GRILLS CONSTRUCTION CO |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 201A000 LUMP| 27000.00000 27000.00| 15000.00000 15000.00| 18000.00000 18000.00 Clearing & Grubbing (Approximately 9 | | | Acres) | | | 0020 206B000 LUMP| 2500.00000 2500.00| 4600.00000 4600.00| 8500.00000 8500.00 Removal Of Old Box Culvert, Station | | | 214+06.70 | | | 0030 206B001 LUMP| 2500.00000 2500.00| 4600.00000 4600.00| 8500.00000 8500.00 Removal Of Old Box Culvert, Station | | | 256+67.11 | | | 0040 206B002 LUMP| 2500.00000 2500.00| 4600.00000 4600.00| 8500.00000 8500.00 Removal Of Old Box Culvert, Station | | | Station 328+41.50 | | | 0050 210A000 14510.000 CUYD| 4.25000 61667.50| 3.20000 46432.00| 4.50000 65295.00 Unclassified Excavation | | | 0060 210B000 1887.000 CUYD| 8.00000 15096.00| 6.00000 11322.00| 10.00000 18870.00 Channel Excavation | | | 0070 210D000 4982.000 CUYD| 6.75000 33628.50| 6.50000 32383.00| 8.25000 41101.50 Borrow Excavation | | | 0080 214A000 1242.000 CUYD| 7.00000 8694.00| 11.00000 13662.00| 34.00000 42228.00 Structure Excavation | | | 0090 214B001 486.000 CUYD| 25.00000 12150.00| 24.00000 11664.00| 24.00000 11664.00 Foundation Backfill, Commercial | | | 0100 230A000 50.000 RBST| 300.00000 15000.00| 800.00000 40000.00| 412.00000 20600.00 Roadbed Processing | | | 0110 301A004 19658.000 SQYD| 3.85000 75683.30| 4.50000 88461.00| 3.35000 65854.30 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0120 301A012 5744.000 SQYD| 4.85000 27858.40| 8.00000 45952.00| 5.85000 33602.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 13201.000 SQYD| 0.50000 6600.50| 0.60000 7920.60| 0.50000 6600.50 Bituminous Treatment A | | | 0140 405A000 305.000 GAL | 2.00000 610.00| 2.20000 671.00| 2.00000 610.00 Tack Coat | | | 0150 429A220 1054.000 TON | 58.00000 61132.00| 70.00000 73780.00| 54.00000 56916.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20041105035 COUNTIES : SHELBY LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 07003 |( 3 ) 16048 |TOMLIN CONSTRUCTION, LLC |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429B221 1128.000 TON | 44.00000 49632.00| 53.00000 59784.00| 43.00000 48504.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0170 429B229 300.000 TON | 55.00000 16500.00| 67.00000 20100.00| 46.00000 13800.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0180 429C231 54.000 TON | 100.00000 5400.00| 110.00000 5940.00| 100.00000 5400.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0190 430B000 200.000 TON | 18.00000 3600.00| 18.00000 3600.00| 12.00000 2400.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0200 502A001 58114.000 LB | 0.75000 43585.50| 0.80000 46491.20| 1.00000 58114.00 Steel Reinforcement (Grade 60) | | | 0210 505I000 1350.000 SQFT| 1.00000 1350.00| 16.00000 21600.00| 20.00000 27000.00 Temporary Steel Sheet Piling | | | 0220 524A011 322.000 CUYD| 375.00000 120750.00| 330.00000 106260.00| 455.00000 146510.00 Culvert Concrete (Cast In Place) | | | 0230 530A606 420.000 LF | 64.00000 26880.00| 58.00000 24360.00| 50.00000 21000.00 48" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0240 530B066 11.000 LF | 65.00000 715.00| 124.00000 1364.00| 50.00000 550.00 49" Span, 33" Rise Roadway Pipe (14 | | | Gauge C.C.S.P.I.)(Extension) | | | 0250 535A078 184.000 LF | 17.00000 3128.00| 19.00000 3496.00| 21.00000 3864.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0260 535A080 192.000 LF | 20.50000 3936.00| 28.00000 5376.00| 26.00000 4992.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0270 535A085 152.000 LF | 30.00000 4560.00| 37.00000 5624.00| 30.00000 4560.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0280 600A000 LUMP| 12500.00000 12500.00| 50000.00000 50000.00| 67909.00000 67909.00 Mobilization | | | 0290 610C001 1794.000 TON | 20.50000 36777.00| 25.00000 44850.00| 24.00000 43056.00 Loose Riprap, Class 2 | | | 0300 610D003 1416.000 SQYD| 2.00000 2832.00| 1.70000 2407.20| 1.50000 2124.00 Filter Blanket, Geotextile | | | 0310 619A100 6.000 EACH| 450.00000 2700.00| 600.00000 3600.00| 450.00000 2700.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20041105035 COUNTIES : SHELBY LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 07003 |( 3 ) 16048 |TOMLIN CONSTRUCTION, LLC |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 619A101 10.000 EACH| 450.00000 4500.00| 600.00000 6000.00| 575.00000 5750.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619A102 8.000 EACH| 450.00000 3600.00| 600.00000 4800.00| 875.00000 7000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 619B070 1.000 EACH| 2565.00000 2565.00| 2700.00000 2700.00| 2500.00000 2500.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0350 629A004 317.000 LF | 27.00000 8559.00| 64.00000 20288.00| 112.50000 35662.50 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0360 630A001 150.000 LF | 21.00000 3150.00| 21.00000 3150.00| 18.50000 2775.00 Steel Beam Guardrail, Class A, Type 2 | | | 0370 630C003 12.000 EACH| 1725.00000 20700.00| 1800.00000 21600.00| 1525.00000 18300.00 Guardrail End Anchor, Type 13 | | | 0380 630C070 12.000 EACH| 2500.00000 30000.00| 1850.00000 22200.00| 1585.00000 19020.00 Guardrail End Anchor, Type 10 Series | | | 0390 636A000 1470.000 LF | 16.25000 23887.50| 4.00000 5880.00| 5.00000 7350.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0400 637A000 1470.000 LF | 6.00000 8820.00| 4.00000 5880.00| 5.00000 7350.00 Fence Reset | | | 0410 650A000 2686.000 CUYD| 5.00000 13430.00| 6.00000 16116.00| 2.00000 5372.00 Topsoil | | | 0420 652A053 7.000 ACRE| 525.00000 3675.00| 600.00000 4200.00| 800.00000 5600.00 Seeding (Mix 1E) | | | 0430 656A001 7.000 ACRE| 525.00000 3675.00| 600.00000 4200.00| 800.00000 5600.00 Mulching, Class A, Type 2 | | | 0440 665A000 3.000 ACRE| 325.00000 975.00| 350.00000 1050.00| 500.00000 1500.00 Temporary Seeding | | | 0450 665B000 3.000 ACRE| 325.00000 975.00| 350.00000 1050.00| 500.00000 1500.00 Temporary Mulching | | | 0460 665F000 2925.000 EACH| 8.00000 23400.00| 7.00000 20475.00| 2.00000 5850.00 Hay Bales | | | 0470 665J000 6240.000 LF | 2.75000 17160.00| 4.00000 24960.00| 2.50000 15600.00 Silt Fence, Type A | | | 0480 665O001 6240.000 LF | 1.00000 6240.00| 0.60000 3744.00| 0.75000 4680.00 Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20041105035 COUNTIES : SHELBY LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 07003 |( 3 ) 16048 |TOMLIN CONSTRUCTION, LLC |R.E. GRILLS CONSTRUCTION CO |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 680A000 LUMP| 25000.00000 25000.00| 14942.12000 14942.12| 19015.80000 19015.80 Engineering Controls | | | 0500 701A031 4.000 MILE| 1300.00000 5200.00| 1200.00000 4800.00| 1100.00000 4400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0510 701A035 4.000 MILE| 1180.00000 4720.00| 1400.00000 5600.00| 1300.00000 5200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0520 701C001 4.000 MILE| 1390.00000 5560.00| 670.00000 2680.00| 425.00000 1700.00 Solid Temporary Traffic Stripe | | | 0530 701D005 3.000 MILE| 680.00000 2040.00| 2000.00000 6000.00| 500.00000 1500.00 Solid Traffic Stripe Removed | | | 0540 705A037 140.000 EACH| 6.50000 910.00| 6.00000 840.00| 4.50000 630.00 Pavement Markers, Class A-H, Type 2-D | | | 0550 726A000 1035.000 LF | 40.00000 41400.00| 42.00000 43470.00| 35.00000 36225.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0560 740B000 736.000 SQFT| 8.00000 5888.00| 8.50000 6256.00| 7.25000 5336.00 Construction Signs | | | 0570 740D000 151.000 EACH| 60.00000 9060.00| 69.00000 10419.00| 56.00000 8456.00 Channelizing Drums | | | 0580 740F002 18.000 EACH| 175.00000 3150.00| 200.00000 3600.00| 165.00000 2970.00 Barricades, Type III | | | 0590 740I005 18.000 EACH| 470.00000 8460.00| 550.00000 9900.00| 450.00000 8100.00 Warning Lights, Type B (Detachable Head | | | 0600 740L006 26.000 EACH| 68.00000 1768.00| 72.00000 1872.00| 59.00000 1534.00 Vertical Panel, Type II (Double-Sided) | | | SECTION TOTALS | $ 975,933.20| $ 1,084,572.12| $ 1,105,801.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 975,933.20| $ 1,084,572.12| $ 1,105,801.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20041105035 COUNTIES : SHELBY LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23070 |( 5 ) 16039 |( ) |WINSTON CONTRACTING, L.L.C. |PINKERTON 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| 50000.00000 50000.00| 45750.00000 45750.00| Clearing & Grubbing (Approximately 9 | | | Acres) | | | 0020 206B000 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| Removal Of Old Box Culvert, Station | | | 214+06.70 | | | 0030 206B001 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| Removal Of Old Box Culvert, Station | | | 256+67.11 | | | 0040 206B002 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| Removal Of Old Box Culvert, Station | | | Station 328+41.50 | | | 0050 210A000 14510.000 CUYD| 4.50000 65295.00| 6.00000 87060.00| Unclassified Excavation | | | 0060 210B000 1887.000 CUYD| 3.00000 5661.00| 10.00000 18870.00| Channel Excavation | | | 0070 210D000 4982.000 CUYD| 6.50000 32383.00| 8.00000 39856.00| Borrow Excavation | | | 0080 214A000 1242.000 CUYD| 12.00000 14904.00| 20.00000 24840.00| Structure Excavation | | | 0090 214B001 486.000 CUYD| 25.00000 12150.00| 20.00000 9720.00| Foundation Backfill, Commercial | | | 0100 230A000 50.000 RBST| 600.00000 30000.00| 790.00000 39500.00| Roadbed Processing | | | 0110 301A004 19658.000 SQYD| 3.85000 75683.30| 4.00000 78632.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0120 301A012 5744.000 SQYD| 6.75000 38772.00| 7.00000 40208.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 13201.000 SQYD| 0.55000 7260.55| 0.60000 7920.60| Bituminous Treatment A | | | 0140 405A000 305.000 GAL | 2.20000 671.00| 2.50000 762.50| Tack Coat | | | 0150 429A220 1054.000 TON | 64.00000 67456.00| 64.00000 67456.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 035 -7 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20041105035 COUNTIES : SHELBY LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23070 |( 5 ) 16039 |( ) |WINSTON CONTRACTING, L.L.C. |PINKERTON CONSTRUCTION, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429B221 1128.000 TON | 49.00000 55272.00| 50.00000 56400.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0170 429B229 300.000 TON | 60.00000 18000.00| 58.00000 17400.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0180 429C231 54.000 TON | 110.00000 5940.00| 105.00000 5670.00| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0190 430B000 200.000 TON | 20.00000 4000.00| 25.00000 5000.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0200 502A001 58114.000 LB | 1.00000 58114.00| 1.00000 58114.00| Steel Reinforcement (Grade 60) | | | 0210 505I000 1350.000 SQFT| 0.00000 0.00| 55.00000 74250.00| Temporary Steel Sheet Piling | | | 0220 524A011 322.000 CUYD| 500.00000 161000.00| 350.00000 112700.00| Culvert Concrete (Cast In Place) | | | 0230 530A606 420.000 LF | 54.00000 22680.00| 75.00000 31500.00| 48" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0240 530B066 11.000 LF | 65.00000 715.00| 150.00000 1650.00| 49" Span, 33" Rise Roadway Pipe (14 | | | Gauge C.C.S.P.I.)(Extension) | | | 0250 535A078 184.000 LF | 15.00000 2760.00| 25.00000 4600.00| 15" Side Drain Pipe (Class 3 R.C.) | | | 0260 535A080 192.000 LF | 20.00000 3840.00| 30.00000 5760.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0270 535A085 152.000 LF | 28.00000 4256.00| 50.00000 7600.00| 24" Side Drain Pipe (Class 3 R.C.) | | | 0280 600A000 LUMP| 108000.00000 108000.00| 50000.00000 50000.00| Mobilization | | | 0290 610C001 1794.000 TON | 20.00000 35880.00| 22.00000 39468.00| Loose Riprap, Class 2 | | | 0300 610D003 1416.000 SQYD| 2.00000 2832.00| 4.50000 6372.00| Filter Blanket, Geotextile | | | 0310 619A100 6.000 EACH| 600.00000 3600.00| 650.00000 3900.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 035 -8 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20041105035 COUNTIES : SHELBY LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23070 |( 5 ) 16039 |( ) |WINSTON CONTRACTING, L.L.C. |PINKERTON CONSTRUCTION, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 619A101 10.000 EACH| 650.00000 6500.00| 800.00000 8000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619A102 8.000 EACH| 700.00000 5600.00| 1200.00000 9600.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 619B070 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0350 629A004 317.000 LF | 140.00000 44380.00| 75.00000 23775.00| Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0360 630A001 150.000 LF | 19.00000 2850.00| 21.00000 3150.00| Steel Beam Guardrail, Class A, Type 2 | | | 0370 630C003 12.000 EACH| 1575.00000 18900.00| 1680.00000 20160.00| Guardrail End Anchor, Type 13 | | | 0380 630C070 12.000 EACH| 1635.00000 19620.00| 1750.00000 21000.00| Guardrail End Anchor, Type 10 Series | | | 0390 636A000 1470.000 LF | 8.50000 12495.00| 10.00000 14700.00| Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0400 637A000 1470.000 LF | 5.00000 7350.00| 10.00000 14700.00| Fence Reset | | | 0410 650A000 2686.000 CUYD| 5.00000 13430.00| 12.00000 32232.00| Topsoil | | | 0420 652A053 7.000 ACRE| 825.00000 5775.00| 550.00000 3850.00| Seeding (Mix 1E) | | | 0430 656A001 7.000 ACRE| 825.00000 5775.00| 550.00000 3850.00| Mulching, Class A, Type 2 | | | 0440 665A000 3.000 ACRE| 515.00000 1545.00| 330.00000 990.00| Temporary Seeding | | | 0450 665B000 3.000 ACRE| 515.00000 1545.00| 330.00000 990.00| Temporary Mulching | | | 0460 665F000 2925.000 EACH| 5.00000 14625.00| 6.00000 17550.00| Hay Bales | | | 0470 665J000 6240.000 LF | 3.50000 21840.00| 4.50000 28080.00| Silt Fence, Type A | | | 0480 665O001 6240.000 LF | 1.00000 6240.00| 0.60000 3744.00| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 035 -9 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20041105035 COUNTIES : SHELBY LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 23070 |( 5 ) 16039 |( ) |WINSTON CONTRACTING, L.L.C. |PINKERTON CONSTRUCTION, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 680A000 LUMP| 32000.00000 32000.00| 33000.00000 33000.00| Engineering Controls | | | 0500 701A031 4.000 MILE| 1135.00000 4540.00| 1235.00000 4940.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0510 701A035 4.000 MILE| 1340.00000 5360.00| 1460.00000 5840.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0520 701C001 4.000 MILE| 440.00000 1760.00| 480.00000 1920.00| Solid Temporary Traffic Stripe | | | 0530 701D005 3.000 MILE| 515.00000 1545.00| 560.00000 1680.00| Solid Traffic Stripe Removed | | | 0540 705A037 140.000 EACH| 5.00000 700.00| 5.10000 714.00| Pavement Markers, Class A-H, Type 2-D | | | 0550 726A000 1035.000 LF | 36.00000 37260.00| 75.00000 77625.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0560 740B000 736.000 SQFT| 14.00000 10304.00| 9.00000 6624.00| Construction Signs | | | 0570 740D000 151.000 EACH| 75.00000 11325.00| 68.00000 10268.00| Channelizing Drums | | | 0580 740F002 18.000 EACH| 200.00000 3600.00| 198.00000 3564.00| Barricades, Type III | | | 0590 740I005 18.000 EACH| 500.00000 9000.00| 540.00000 9720.00| Warning Lights, Type B (Detachable Head | | | 0600 740L006 26.000 EACH| 75.00000 1950.00| 71.00000 1846.00| Vertical Panel, Type II (Double-Sided) | | | SECTION TOTALS | $ 1,200,438.85| $ 1,315,571.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,200,438.85| $ 1,315,571.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20041105036 COUNTIES : TUSCALOOSA LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-BR-6318(201) for constructing the Bridge Replacement on C.R.#59 at Hurricane Creek south of Brookwood. Length 0.044 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 819,906.80 100.0000% 2 14008 NEWELL & BUSH, INC. $ 859,372.60 104.8134% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 874,767.00 106.6910% 4 18024 RACON, INC. $ 1,049,608.80 128.0156% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20041105036 COUNTIES : TUSCALOOSA LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 14008 |( 3 ) 01007 |THE MORRIS GROUP, INC. |NEWELL & BUSH, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 3000.00000 3000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 502A001 60336.000 LB | 0.80000 48268.80| 0.85000 51285.60| 0.75000 45252.00 Steel Reinforcement (Grade 60) | | | 0030 502B000 LUMP| 44000.00000 44000.00| 48000.00000 48000.00| 38925.00000 38925.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 25+45.00 Approx | | | 51900 Lbs | | | 0040 506A003 34.000 LF | 106.00000 3604.00| 275.00000 9350.00| 266.00000 9044.00 Drilled Shaft Excavation, 5'-0" Diamete | | | 0050 506A004 107.000 LF | 80.00000 8560.00| 275.00000 29425.00| 266.00000 28462.00 Drilled Shaft Excavation, 3'-0" Diamete | | | 0060 506B001 36.000 LF | 424.00000 15264.00| 1000.00000 36000.00| 958.00000 34488.00 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0070 506B005 60.000 LF | 848.00000 50880.00| 1000.00000 60000.00| 958.00000 57480.00 Special Drilled Shaft Excavation, 5'-0" | | | Diameter | | | 0080 506C040 137.000 LF | 106.00000 14522.00| 27.50000 3767.50| 27.00000 3699.00 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0090 506C044 94.000 LF | 212.00000 19928.00| 110.00000 10340.00| 106.00000 9964.00 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0100 506G000 6.000 EACH| 212.00000 1272.00| 525.00000 3150.00| 532.00000 3192.00 Crosshole Sonic Logging, 3'-0" Diameter | | | 0110 506G004 4.000 EACH| 212.00000 848.00| 525.00000 2100.00| 532.00000 2128.00 Crosshole Sonic Logging, 5'-0" Diameter | | | 0120 508A000 4551.000 LB | 2.00000 9102.00| 2.70000 12287.70| 3.00000 13653.00 Structural Steel | | | 0130 510A000 158.000 CUYD| 595.00000 94010.00| 400.00000 63200.00| 450.00000 71100.00 Bridge Substructure Concrete, Class A | | | 0140 510C051 LUMP| 159000.00000 159000.00| 180000.00000 180000.00| 200000.00000 200000.00 Bridge Concrete Superstructure, Sta | | | 25+45 Approx 256 Cu Yds | | | 0150 510E000 673.000 SQYD| 4.00000 2692.00| 3.60000 2422.80| 5.00000 3365.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20041105036 COUNTIES : TUSCALOOSA LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 14008 |( 3 ) 01007 |THE MORRIS GROUP, INC. |NEWELL & BUSH, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 511A071 16.000 EACH| 380.00000 6080.00| 420.00000 6720.00| 1000.00000 16000.00 Elastomeric Bearing Type 4 (Mark VB2) | | | 0170 511A073 8.000 EACH| 515.00000 4120.00| 460.00000 3680.00| 1000.00000 8000.00 Elastomeric Bearing Type 4 (Mark VB4) | | | 0180 513B004 469.000 LF | 95.00000 44555.00| 115.00000 53935.00| 95.00000 44555.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0190 513B019 458.000 LF | 185.00000 84730.00| 185.00000 84730.00| 180.00000 82440.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0200 600A000 LUMP| 104000.00000 104000.00| 100000.00000 100000.00| 112500.00000 112500.00 Mobilization | | | 0210 610C001 1850.000 TON | 28.00000 51800.00| 24.00000 44400.00| 22.00000 40700.00 Loose Riprap, Class 2 | | | 0220 610D000 1254.000 SQYD| 3.00000 3762.00| 3.50000 4389.00| 2.50000 3135.00 Filter Blanket | | | 0230 630A001 350.000 LF | 16.50000 5775.00| 18.00000 6300.00| 16.50000 5775.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1500.00000 6000.00| 1550.00000 6200.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 1585.00000 6340.00| 1650.00000 6600.00| 1585.00000 6340.00 Guardrail End Anchor, Type 10 Series | | | 0260 665A000 1.000 ACRE| 500.00000 500.00| 750.00000 750.00| 2000.00000 2000.00 Temporary Seeding | | | 0270 665B000 1.000 ACRE| 475.00000 475.00| 750.00000 750.00| 2000.00000 2000.00 Temporary Mulching | | | 0280 665F000 30.000 EACH| 5.00000 150.00| 22.00000 660.00| 5.00000 150.00 Hay Bales | | | 0290 665I000 80.000 TON | 30.00000 2400.00| 45.00000 3600.00| 22.00000 1760.00 Temporary Riprap, Class 2 | | | 0300 665J000 980.000 LF | 4.00000 3920.00| 7.00000 6860.00| 2.00000 1960.00 Silt Fence, Type A | | | 0310 665O001 980.000 LF | 1.00000 980.00| 1.50000 1470.00| 1.00000 980.00 Silt Fence Removal | | | 0320 680A000 LUMP| 18000.00000 18000.00| 10000.00000 10000.00| 15000.00000 15000.00 Engineering Controls | | | 0330 740B000 20.000 SQFT| 9.55000 191.00| 25.00000 500.00| 12.00000 240.00 Construction Signs | | | 0340 740F002 4.000 EACH| 175.00000 700.00| 250.00000 1000.00| 220.00000 880.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20041105036 COUNTIES : TUSCALOOSA LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 14008 |( 3 ) 01007 |THE MORRIS GROUP, INC. |NEWELL & BUSH, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 740I005 2.000 EACH| 239.00000 478.00| 250.00000 500.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 819,906.80| $ 859,372.60| $ 874,767.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 819,906.80| $ 859,372.60| $ 874,767.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20041105036 COUNTIES : TUSCALOOSA LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |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| 71000.00000 71000.00| | Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 502A001 60336.000 LB | 0.80000 48268.80| | Steel Reinforcement (Grade 60) | | | 0030 502B000 LUMP| 45149.00000 45149.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta 25+45.00 Approx | | | 51900 Lbs | | | 0040 506A003 34.000 LF | 141.00000 4794.00| | Drilled Shaft Excavation, 5'-0" Diamete | | | 0050 506A004 107.000 LF | 102.00000 10914.00| | Drilled Shaft Excavation, 3'-0" Diamete | | | 0060 506B001 36.000 LF | 534.00000 19224.00| | Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0070 506B005 60.000 LF | 1069.00000 64140.00| | Special Drilled Shaft Excavation, 5'-0" | | | Diameter | | | 0080 506C040 137.000 LF | 156.00000 21372.00| | Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0090 506C044 94.000 LF | 283.00000 26602.00| | Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0100 506G000 6.000 EACH| 265.00000 1590.00| | Crosshole Sonic Logging, 3'-0" Diameter | | | 0110 506G004 4.000 EACH| 265.00000 1060.00| | Crosshole Sonic Logging, 5'-0" Diameter | | | 0120 508A000 4551.000 LB | 3.00000 13653.00| | Structural Steel | | | 0130 510A000 158.000 CUYD| 300.00000 47400.00| | Bridge Substructure Concrete, Class A | | | 0140 510C051 LUMP| 190000.00000 190000.00| | Bridge Concrete Superstructure, Sta | | | 25+45 Approx 256 Cu Yds | | | 0150 510E000 673.000 SQYD| 5.00000 3365.00| | Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 036 -6 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20041105036 COUNTIES : TUSCALOOSA LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 511A071 16.000 EACH| 390.00000 6240.00| | Elastomeric Bearing Type 4 (Mark VB2) | | | 0170 511A073 8.000 EACH| 590.00000 4720.00| | Elastomeric Bearing Type 4 (Mark VB4) | | | 0180 513B004 469.000 LF | 158.00000 74102.00| | Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0190 513B019 458.000 LF | 245.00000 112210.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0200 600A000 LUMP| 125000.00000 125000.00| | Mobilization | | | 0210 610C001 1850.000 TON | 42.00000 77700.00| | Loose Riprap, Class 2 | | | 0220 610D000 1254.000 SQYD| 5.00000 6270.00| | Filter Blanket | | | 0230 630A001 350.000 LF | 22.00000 7700.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 4.000 EACH| 1700.00000 6800.00| | Guardrail End Anchor, Type 13 | | | 0250 630C070 4.000 EACH| 2200.00000 8800.00| | Guardrail End Anchor, Type 10 Series | | | 0260 665A000 1.000 ACRE| 1550.00000 1550.00| | Temporary Seeding | | | 0270 665B000 1.000 ACRE| 1600.00000 1600.00| | Temporary Mulching | | | 0280 665F000 30.000 EACH| 7.50000 225.00| | Hay Bales | | | 0290 665I000 80.000 TON | 60.00000 4800.00| | Temporary Riprap, Class 2 | | | 0300 665J000 980.000 LF | 15.00000 14700.00| | Silt Fence, Type A | | | 0310 665O001 980.000 LF | 3.00000 2940.00| | Silt Fence Removal | | | 0320 680A000 LUMP| 24000.00000 24000.00| | Engineering Controls | | | 0330 740B000 20.000 SQFT| 12.00000 240.00| | Construction Signs | | | 0340 740F002 4.000 EACH| 220.00000 880.00| | Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 036 -7 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20041105036 COUNTIES : TUSCALOOSA LETTING DATE : 11/05/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 740I005 2.000 EACH| 300.00000 600.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,049,608.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,049,608.80| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20041105037 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPBH-7073(600) for constructing the Traffic Signal Improvements on S.R.#7 (U.S.#11) from S.R.#75 to the Colonial Promenade in Birmingham. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 657,788.25 100.0000% 2 19060 STONE ELECTRIC COMPANY, INC. $ 703,573.95 106.9606% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20041105037 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( ) |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 16000.00000 16000.00| 4000.00000 4000.00| Mobilization | | | 0020 701G050 430.000 LF | 1.30000 559.00| 0.75000 322.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0030 703A002 710.000 SQFT| 3.50000 2485.00| 2.97000 2108.70| Traffic Control Markings, Class 2, Type | | | A | | | 0040 703C000 110.000 SQFT| 6.50000 715.00| 2.23000 245.30| Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0050 730A000 LUMP| 1545.00000 1545.00| 896.02000 896.02| Removal Of Existing Traffic Control | | | Unit (SR-7 (US-11) AT I-459 SB RAMPS) | | | 0060 730A001 LUMP| 1931.00000 1931.00| 1910.47000 1910.47| Removal Of Existing Traffic Control | | | Unit (SR-7 (US-11) AT I-459 NB | | | RAMPS/EDWARDS ) | | | 0070 730A012 LUMP| 600.00000 600.00| 344.56000 344.56| Removal Of Existing Traffic Control | | | Unit (Partial)( SR-7 (US-11) AT GENE | | | REED RD/WILLOW LN) | | | 0080 730A013 LUMP| 600.00000 600.00| 366.11000 366.11| Removal Of Existing Traffic Control | | | Unit (Partial) (SR-7 (US-11) AT MEDICAL | | | PARK DR) | | | 0090 730A014 LUMP| 805.00000 805.00| 400.00000 400.00| Removal Of Existing Traffic Control | | | Unit (Partial) (SR-7 (US-11) AT RUFFNER | | | RD/SUNSET BLVD) | | | 0100 730A015 LUMP| 1995.00000 1995.00| 400.00000 400.00| Removal Of Existing Traffic Control | | | Unit (Partial) (SR-7 (US-11) AT JOHN | | | ROGERS DR/E | | | 0110 730C000 LUMP| 8015.00000 8015.00| 12000.00000 12000.00| Furnishing And Installing Traffic | | | Control Unit (SR-7 (US-11) AT GENE REED | | | RD/WILLOW LN) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20041105037 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( ) |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 730C001 LUMP| 1325.00000 1325.00| 3000.00000 3000.00| Furnishing And Installing Traffic | | | Control Unit (SR-7 (US-11) AT MEDICAL | | | PARK DR) | | | 0130 730C002 LUMP| 3007.00000 3007.00| 3100.00000 3100.00| Furnishing And Installing Traffic | | | Control Unit (SR-7 (US-11) AT RUFFNER | | | RD/SUNSET BLVD) | | | 0140 730C003 LUMP| 6532.00000 6532.00| 5000.00000 5000.00| Furnishing And Installing Traffic | | | Control Unit (SR-7 (US-11) AT JOHN | | | ROGERS DR/E | | | 0150 730C004 LUMP| 4767.00000 4767.00| 4900.00000 4900.00| Furnishing And Installing Traffic | | | Control Unit (SR-7 (US-11) AT I-459 SB | | | RAMPS) | | | 0160 730C005 LUMP| 6762.00000 6762.00| 5500.00000 5500.00| Furnishing And Installing Traffic | | | Control Unit (SR-7 (US-11) AT I-459 NB | | | RAMPS/EDWARDS | | | 0170 730C006 LUMP| 291.00000 291.00| 600.00000 600.00| Furnishing And Installing Traffic | | | Control Unit (SR-7 (US-11) AT COLONIAL | | | PROMENADE WEST) | | | 0180 730C007 LUMP| 290.00000 290.00| 600.00000 600.00| Furnishing And Installing Traffic | | | Control Unit (SR-7 (US-11) AT COLONIAL | | | PROMENADE EAST) | | | 0190 730E000 11.000 EACH| 1425.00000 15675.00| 868.85000 9557.35| Metal Traffic Signal Pole Foundation | | | 0200 730G001 11.000 EACH| 5315.00000 58465.00| 6496.32000 71459.52| Metal Traffic Signal Strain Pole | | | 0210 730I001 820.000 LF | 1.00000 820.00| 3.00000 2460.00| Loop Detector Lead-In-Cable | | | 0220 730J010 23.000 EACH| 175.00000 4025.00| 136.29000 3134.67| Vehicle Loop Detector | | | 0230 730K000 2.000 EACH| 200.00000 400.00| 217.61000 435.22| Traffic Signal Junction Box | | | 0240 730L003 110.000 LF | 3.00000 330.00| 3.47000 381.70| 1", Non-Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20041105037 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( ) |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 730L005 135.000 LF | 3.75000 506.25| 5.12000 691.20| 2", Non-Metallic, Conduit | | | 0260 730M022 3450.000 LF | 1.80000 6210.00| 1.34000 4623.00| Interconnect Cable, Underground, #19 | | | AWG, 6 Pair, REA PE-39 | | | 0270 730N010 11.000 EACH| 410.00000 4510.00| 400.00000 4400.00| Luminaire Extension Assembly, 12 FT | | | 0280 730P021 1.000 EACH| 557.00000 557.00| 500.00000 500.00| Vehicular Signal Head, 12 Inch, 2 | | | Section, Type LED | | | 0290 730P022 42.000 EACH| 740.00000 31080.00| 700.00000 29400.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0300 730P023 3.000 EACH| 976.00000 2928.00| 1000.00000 3000.00| Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 0310 730P024 6.000 EACH| 1180.00000 7080.00| 1200.00000 7200.00| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 0320 730R022 3.000 EACH| 9150.00000 27450.00| 9500.00000 28500.00| Controller Assembly, Type III, 8 Phase | | | 0330 730R052 3.000 EACH| 9660.00000 28980.00| 10000.00000 30000.00| Controller Assembly, 170, 8 Phase | | | 0340 730T000 3.000 EACH| 300.00000 900.00| 850.00000 2550.00| Wood Pole | | | 0350 730U005 LUMP| 33830.00000 33830.00| 35000.00000 35000.00| Furnishing And Installing Video | | | Detection System (SR-7 (US-11) AT | | | RUFFNER RD/SUNSET DR) | | | 0360 730U007 LUMP| 23820.00000 23820.00| 25000.00000 25000.00| Furnishing And Installing Video | | | Detection System (SR-7 (US-11) AT I-459 | | | SB RAMPS) | | | 0370 730U008 LUMP| 33745.00000 33745.00| 35000.00000 35000.00| Furnishing And Installing Video | | | Detection System (SR-7 (US-11) AT I-459 | | | NB RAMPS) | | | 0380 734A014 24490.000 LF | 1.20000 29388.00| 1.13000 27673.70| Cable OSP, Loose Tube, 60F SM | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20041105037 COUNTIES : JEFFERSON LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 19060 |( ) |STONE & SONS ELECTRICAL CON |STONE ELECTRIC COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 734B007 510.000 LF | 1.00000 510.00| 0.72000 367.20| Drop Cable OSP 12F SM Central Core | | | 0400 734E000 20590.000 LF | 0.40000 8236.00| 0.36000 7412.40| Detectable Tape System | | | 0410 734E021 300.000 LF | 5.00000 1500.00| 6.00000 1800.00| Buried Duct HDPE SDR11 2 Inch | | | 0420 734E040 70.000 LF | 9.00000 630.00| 15.32000 1072.40| Conduit Galvanized Rigid Steel 2 Inch | | | 0430 734E100 20290.000 LF | 7.30000 148117.00| 7.36000 149334.40| Buried Duct HDPE SDR11 2 x 2 Inch | | | 0440 734F002 8.000 EACH| 400.00000 3200.00| 247.83000 1982.64| Distribution Hardware SFDU 12 Fiber | | | 0450 734G002 32.000 EACH| 42.00000 1344.00| 36.18000 1157.76| Connector FC Termination SM | | | 0460 734G005 3.000 EACH| 400.00000 1200.00| 766.79000 2300.37| Splice Closure, Aerial With Trays | | | 0470 734G009 36.000 EACH| 38.00000 1368.00| 75.87000 2731.32| Splicing, Fusion | | | 0480 734G100 6.000 EACH| 600.00000 3600.00| 639.59000 3837.54| Splice Closure, Undergrade, 12 Fiber | | | 0490 734H015 32.000 EACH| 30.00000 960.00| 27.98000 895.36| Patch Cord Simplex SM,FC | | | 0500 734J000 23.000 EACH| 646.00000 14858.00| 632.42000 14545.66| Commbox F1 | | | 0510 734N021 8.000 EACH| 1960.00000 15680.00| 1628.82000 13030.56| Fiber Optic Transceiver, RS-232 Remote | | | W/ Power | | | 0520 740B000 586.000 SQFT| 12.00000 7032.00| 12.38000 7254.68| Construction Signs | | | 0530 740E000 200.000 EACH| 12.85000 2570.00| 15.35000 3070.00| Cones (36 Inches High) | | | 0540 740M001 200.000 EACH| 8.70000 1740.00| 10.90000 2180.00| Ballast For Cone | | | 0550 741C010 2.000 EACH| 3000.00000 6000.00| 5506.02000 11012.04| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0560 745A000 60.000 HOUR| 32.00000 1920.00| 39.35000 2361.00| Uniformed Police Officer | | | 0570 756A028 3420.000 LINF| 20.00000 68400.00| 32.33000 110568.60| 6" Electrical Conduit, 1 line, Type 5 | | | Installation | | | SECTION TOTALS | $ 657,788.25| $ 703,573.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 657,788.25| $ 703,573.95| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20041105046 COUNTIES : JEFFERSON WALKER LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-064-888-001 for constructing the Resurfacing and Traffic Stripe on C.R.#81 (Dora Flat Creek Road) from C.R.#114 to 0.541 miles south of Stillwell Road northwest of Birmingham. Length - 1.759 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 358,358.31 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 364,455.52 101.7014% 3 01087 APAC-SOUTHEAST, INC. $ 413,321.87 115.3376% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20041105046 COUNTIES : JEFFERSON WALKER LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305A040 287.000 CUYD| 20.00000 5740.00| 32.32000 9275.84| 43.02000 12346.74 Soil Aggregate, Section 823, ,Chert or | | | Red Dog, For Miscellaneous Use | | | 0020 405A000 716.000 GAL | 1.50000 1074.00| 1.25000 895.00| 1.60000 1145.60 Tack Coat | | | 0030 424A280 1874.000 TON | 45.00000 84330.00| 50.01000 93718.74| 57.45000 107661.30 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0040 424B281 4171.000 TON | 41.00000 171011.00| 43.19000 180145.49| 48.02000 200291.42 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0050 424B285 200.000 TON | 75.00000 15000.00| 70.43000 14086.00| 109.82000 21964.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424B289 750.000 TON | 48.00000 36000.00| 40.33000 30247.50| 64.68000 48510.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 600A000 LUMP| 26300.00000 26300.00| 19093.14000 19093.14| 1050.00000 1050.00 Mobilization | | | 0080 665F000 50.000 EACH| 1.00000 50.00| 7.86000 393.00| 12.79000 639.50 Hay Bales | | | 0090 665J000 150.000 LF | 1.00000 150.00| 5.42000 813.00| 16.84000 2526.00 Silt Fence, Type A | | | 0100 665O001 150.000 LF | 1.00000 150.00| 1.21000 181.50| 1.05000 157.50 Silt Fence Removal | | | 0110 701A004 4.000 MILE| 481.77000 1927.08| 515.20000 2060.80| 472.50000 1890.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0120 701A012 4.000 MILE| 481.77000 1927.08| 515.20000 2060.80| 472.50000 1890.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0130 701C001 8.000 MILE| 620.95000 4967.60| 515.19000 4121.52| 472.50000 3780.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20041105046 COUNTIES : JEFFERSON WALKER LETTING DATE : 11/05/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703A002 280.000 SQFT| 6.42000 1797.60| 2.30000 644.00| 2.10000 588.00 Traffic Control Markings, Class 2, Type | | | A | | | 0150 703D001 560.000 SQFT| 1.61000 901.60| 1.15000 644.00| 1.05000 588.00 Temporary Traffic Control Markings | | | 0160 740B000 469.000 SQFT| 8.15000 3822.35| 8.71000 4084.99| 8.07000 3784.83 Construction Signs | | | 0170 740E000 214.000 EACH| 10.00000 2140.00| 5.55000 1187.70| 12.78000 2734.92 Cones (36 Inches High) | | | 0180 740M001 214.000 EACH| 5.00000 1070.00| 3.75000 802.50| 8.29000 1774.06 Ballast For Cone | | | SECTION TOTALS | $ 358,358.31| $ 364,455.52| $ 413,321.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 358,358.31| $ 364,455.52| $ 413,321.87 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20041105047 COUNTIES : LIMESTONE LETTING DATE : 11/05/04 10:00 AM DIVISION : 01 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : 99-701-421-099-402 for constructing the Bridge Replacement (Bridge Culvert) and Approaches on S.R.#99 at Round Island Creek west of Athens. Length - 0.075 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 217,604.00 100.0000% 2 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 257,178.72 118.1866% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20041105047 COUNTIES : LIMESTONE LETTING DATE : 11/05/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 03023 |( ) |BURGREEN CONTRACTING CO., I |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206B000 LUMP| 20000.00000 20000.00| 7500.00000 7500.00| Removal Of Old Box Culvert, Station | | | Station 20+00 | | | 0020 206D011 102.000 LF | 10.00000 1020.00| 6.00000 612.00| Removing Fence | | | 0030 210A000 311.000 CUYD| 12.00000 3732.00| 12.00000 3732.00| Unclassified Excavation | | | 0040 210D001 405.000 CUYD| 15.00000 6075.00| 20.00000 8100.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 403.000 CUYD| 10.00000 4030.00| 20.00000 8060.00| Structure Excavation | | | 0060 214B001 140.000 CUYD| 14.00000 1960.00| 30.00000 4200.00| Foundation Backfill, Commercial | | | 0070 301E008 130.000 TON | 16.00000 2080.00| 26.10000 3393.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | 0080 405A000 50.000 GAL | 3.00000 150.00| 5.80000 290.00| Tack Coat | | | 0090 424A361 56.000 TON | 75.00000 4200.00| 110.20000 6171.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424B651 95.000 TON | 55.00000 5225.00| 87.00000 8265.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0110 424C360 95.000 TON | 55.00000 5225.00| 87.00000 8265.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0120 502A000 22516.000 LB | 0.75000 16887.00| 0.97000 21840.52| Steel Reinforcement | | | 0130 524A011 129.000 CUYD| 330.00000 42570.00| 325.00000 41925.00| Culvert Concrete (Cast In Place) | | | 0140 535A001 13.000 LF | 50.00000 650.00| 35.00000 455.00| 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20041105047 COUNTIES : LIMESTONE LETTING DATE : 11/05/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 03023 |( ) |BURGREEN CONTRACTING CO., I |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 14000.00000 14000.00| 30000.00000 30000.00| Mobilization | | | 0160 601A000 1.000 EACH| 6000.00000 6000.00| 10000.00000 10000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0170 610C001 269.000 TON | 22.00000 5918.00| 25.00000 6725.00| Loose Riprap, Class 2 | | | 0180 610D000 278.000 SQYD| 3.00000 834.00| 3.00000 834.00| Filter Blanket | | | 0190 619A101 2.000 EACH| 750.00000 1500.00| 500.00000 1000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0200 630A001 250.000 LF | 30.00000 7500.00| 30.80000 7700.00| Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C050 4.000 EACH| 2200.00000 8800.00| 2310.00000 9240.00| Guardrail End Anchor, Type 20 Series | | | 0220 636A003 348.000 LF | 5.00000 1740.00| 10.00000 3480.00| Barbed Wire Fence, 3 Strands, 4 Feet | | | High | | | 0230 637A000 596.000 LF | 5.00000 2980.00| 5.00000 2980.00| Fence Reset | | | 0240 650A000 110.000 CUYD| 10.00000 1100.00| 20.00000 2200.00| Topsoil | | | 0250 652A061 2.000 ACRE| 500.00000 1000.00| 1400.00000 2800.00| Seeding (Mix 3E) | | | 0260 656A001 2.000 ACRE| 500.00000 1000.00| 1400.00000 2800.00| Mulching, Class A, Type 2 | | | 0270 665E000 80.000 SQYD| 5.00000 400.00| 1.50000 120.00| Polyethylene | | | 0280 665G000 100.000 EACH| 5.00000 500.00| 10.00000 1000.00| Sand Bags | | | 0290 665I000 36.000 TON | 22.00000 792.00| 25.00000 900.00| Temporary Riprap, Class 2 | | | 0300 665J000 875.000 LF | 3.50000 3062.50| 4.00000 3500.00| Silt Fence, Type A | | | 0310 665L000 60.000 LF | 10.00000 600.00| 15.00000 900.00| Floating Basin Boom | | | 0320 665O001 875.000 LF | 2.00000 1750.00| 2.00000 1750.00| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20041105047 COUNTIES : LIMESTONE LETTING DATE : 11/05/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 03023 |( ) |BURGREEN CONTRACTING CO., I |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665Q001 400.000 LF | 10.00000 4000.00| 6.00000 2400.00| 20 Inch Wattle | | | 0340 672C000 6.000 EACH| 150.00000 900.00| 350.00000 2100.00| Flocculant Log | | | 0350 680A000 LUMP| 1500.00000 1500.00| 4000.00000 4000.00| Engineering Controls | | | 0360 701A028 7.000 MILE| 1500.00000 10500.00| 1765.00000 12355.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0370 701A046 3.000 MILE| 900.00000 2700.00| 1100.00000 3300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0380 701A048 4.000 MILE| 1700.00000 6800.00| 1975.00000 7900.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0390 701E000 1000.000 LF | 1.10000 1100.00| 1.25000 1250.00| Solid Temporary Traffic Stripe | | | 0400 703A002 72.000 SQFT| 6.00000 432.00| 11.00000 792.00| Traffic Control Markings, Class 2, Type | | | A | | | 0410 703B002 167.000 SQFT| 6.50000 1085.50| 11.00000 1837.00| Traffic Control Legends, Class 2, Type | | | 0420 705A037 8.000 EACH| 20.00000 160.00| 11.00000 88.00| Pavement Markers, Class A-H, Type 2-D | | | 0430 740B000 589.000 SQFT| 14.00000 8246.00| 8.50000 5006.50| Construction Signs | | | 0440 740D000 30.000 EACH| 50.00000 1500.00| 64.00000 1920.00| Channelizing Drums | | | 0450 740E000 50.000 EACH| 5.00000 250.00| 11.00000 550.00| Cones (36 Inches High) | | | 0460 740F002 8.000 EACH| 450.00000 3600.00| 192.00000 1536.00| Barricades, Type III | | | 0470 740I005 6.000 EACH| 250.00000 1500.00| 174.00000 1044.00| Warning Lights, Type B (Detachable Head | | | 0480 740M001 50.000 EACH| 1.00000 50.00| 7.25000 362.50| Ballast For Cone | | | SECTION TOTALS | $ 217,604.00| $ 257,178.72| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 217,604.00| $ 257,178.72| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20041105048 COUNTIES : BALDWIN LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : 99-409-022-180-414 for constructing the Widening, Resurfacing, and Intersection Improvements on S.R.#180 at 20th Avenue in Gulf Shores. Length - 0.225 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01073 ASPHALT SUPPLY, LLC $ 235,006.76 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 283,659.74 120.7028% 3 23029 J. S. WALTON & COMPANY, INC. $ 314,044.41 133.6321% 4 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 340,329.78 144.8170% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20041105048 COUNTIES : BALDWIN LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 23011 |( 3 ) 23029 |ASPHALT SUPPLY, LLC |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D003 270.000 LF | 17.50000 4725.00| 7.47000 2016.90| 10.64000 2872.80 Removing Curb And Gutter | | | 0020 206E000 2.000 EACH| 550.00000 1100.00| 289.97000 579.94| 798.07000 1596.14 Removing Headwalls | | | 0030 210A000 225.000 CUYD| 9.75000 2193.75| 9.65000 2171.25| 19.94000 4486.50 Unclassified Excavation | | | 0040 210D022 810.000 CUYD| 12.65000 10246.50| 13.15000 10651.50| 12.39000 10035.90 Borrow Excavation (Loose Truckbed | | | Measurement) (A-2-4(0) Or A-4(0) | | | 0050 214A000 7.000 CUYD| 65.00000 455.00| 35.72000 250.04| 217.20000 1520.40 Structure Excavation | | | 0060 214B000 15.000 CUYD| 43.00000 645.00| 33.79000 506.85| 95.59000 1433.85 Foundation Backfill, Local | | | 0070 230A000 12.000 RBST| 200.00000 2400.00| 510.61000 6127.32| 585.07000 7020.84 Roadbed Processing | | | 0080 301A012 2510.000 SQYD| 7.45000 18699.50| 11.92000 29919.20| 8.92000 22389.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2510.000 SQYD| 1.20000 3012.00| 0.97000 2434.70| 1.11000 2786.10 Bituminous Treatment A | | | 0100 405A000 135.000 GAL | 6.11000 824.85| 1.31000 176.85| 2.22000 299.70 Tack Coat | | | 0110 424A361 695.000 TON | 61.50000 42742.50| 59.91000 41637.45| 66.72000 46370.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424A367 15.000 TON | 78.00000 1170.00| 150.96000 2264.40| 66.72000 1000.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B651 295.000 TON | 58.00000 17110.00| 78.42000 23133.90| 66.72000 19682.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0140 424B681 295.000 TON | 58.00000 17110.00| 80.42000 23723.90| 66.72000 19682.40 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20041105048 COUNTIES : BALDWIN LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 23011 |( 3 ) 23029 |ASPHALT SUPPLY, LLC |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 430B040 50.000 TON | 43.00000 2150.00| 35.18000 1759.00| 56.65000 2832.50 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0160 530A104 21.000 LF | 45.00000 945.00| 105.31000 2211.51| 121.61000 2553.81 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0170 535A410 34.000 LF | 35.00000 1190.00| 36.18000 1230.12| 48.92000 1663.28 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0180 535A411 45.000 LF | 37.00000 1665.00| 39.15000 1761.75| 43.90000 1975.50 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0190 600A000 LUMP| 33000.00000 33000.00| 51458.35000 51458.35| 55587.13000 55587.13 Mobilization | | | 0200 619A055 1.000 EACH| 1275.00000 1275.00| 750.00000 750.00| 1058.62000 1058.62 36" Roadway Pipe End Treatment, Class 2 | | | 0210 619A100 2.000 EACH| 1100.00000 2200.00| 600.00000 1200.00| 708.90000 1417.80 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0220 619A101 2.000 EACH| 1175.00000 2350.00| 500.00000 1000.00| 822.33000 1644.66 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 620A000 2.000 CUYD| 900.00000 1800.00| 500.00000 1000.00| 945.20000 1890.40 Minor Structure Concrete | | | 0240 623C000 270.000 LF | 22.50000 6075.00| 15.00000 4050.00| 13.34000 3601.80 Combination Curb & Gutter, Type C | | | 0250 650A000 210.000 CUYD| 26.00000 5460.00| 23.60000 4956.00| 22.34000 4691.40 Topsoil | | | 0260 654A001 100.000 SQYD| 9.10000 910.00| 5.00000 500.00| 2.47000 247.00 Solid Sodding (Bermuda) | | | 0270 658A003 1.000 ACRE| 1775.00000 1775.00| 1600.00000 1600.00| 1806.91000 1806.91 Hydro-Seeding & Mulching (Mix 3E) | | | 0280 665A000 1.000 ACRE| 900.00000 900.00| 500.00000 500.00| 665.72000 665.72 Temporary Seeding | | | 0290 665B000 1.000 ACRE| 900.00000 900.00| 500.00000 500.00| 1208.17000 1208.17 Temporary Mulching | | | 0300 665J000 3000.000 LF | 5.61000 16830.00| 3.27000 9810.00| 3.63000 10890.00 Silt Fence, Type A | | | 0310 665O001 3000.000 LF | 0.01000 30.00| 1.31000 3930.00| 2.01000 6030.00 Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20041105048 COUNTIES : BALDWIN LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01073 |( 2 ) 23011 |( 3 ) 23029 |ASPHALT SUPPLY, LLC |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665Q001 300.000 LF | 8.00000 2400.00| 9.70000 2910.00| 17.65000 5295.00 20 Inch Wattle | | | 0330 680A000 LUMP| 3500.00000 3500.00| 10761.61000 10761.61| 37271.76000 37271.76 Engineering Controls | | | 0340 701B009 681.000 LF | 0.44000 299.64| 0.40000 272.40| 0.44000 299.64 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0350 701E000 4500.000 LF | 0.22000 990.00| 0.20000 900.00| 0.22000 990.00 Solid Temporary Traffic Stripe | | | 0360 701G050 3594.000 LF | 0.56000 2012.64| 0.50000 1797.00| 0.56000 2012.64 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0370 701G073 3708.000 LF | 0.67000 2484.36| 0.60000 2224.80| 0.67000 2484.36 Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0380 703A002 1585.000 SQFT| 2.76000 4374.60| 2.50000 3962.50| 2.78000 4406.30 Traffic Control Markings, Class 2, Type | | | A | | | 0390 703B002 68.000 SQFT| 3.89000 264.52| 3.50000 238.00| 3.89000 264.52 Traffic Control Legends, Class 2, Type | | | 0400 703D001 68.000 SQFT| 1.67000 113.56| 1.50000 102.00| 12.79000 869.72 Temporary Traffic Control Markings | | | 0410 705A037 539.000 EACH| 5.56000 2996.84| 5.00000 2695.00| 5.56000 2996.84 Pavement Markers, Class A-H, Type 2-D | | | 0420 740B000 350.000 SQFT| 9.09000 3181.50| 19.21000 6723.50| 11.87000 4154.50 Construction Signs | | | 0430 740D000 300.000 EACH| 35.00000 10500.00| 57.54000 17262.00| 40.19000 12057.00 Channelizing Drums | | | SECTION TOTALS | $ 235,006.76| $ 283,659.74| $ 314,044.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 235,006.76| $ 283,659.74| $ 314,044.41 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 048 -5 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20041105048 COUNTIES : BALDWIN LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( ) |( ) |JOHN G. WALTON CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D003 270.000 LF | 7.70000 2079.00| | Removing Curb And Gutter | | | 0020 206E000 2.000 EACH| 262.14000 524.28| | Removing Headwalls | | | 0030 210A000 225.000 CUYD| 68.72000 15462.00| | Unclassified Excavation | | | 0040 210D022 810.000 CUYD| 18.74000 15179.40| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-2-4(0) Or A-4(0) | | | 0050 214A000 7.000 CUYD| 30.20000 211.40| | Structure Excavation | | | 0060 214B000 15.000 CUYD| 70.22000 1053.30| | Foundation Backfill, Local | | | 0070 230A000 12.000 RBST| 563.75000 6765.00| | Roadbed Processing | | | 0080 301A012 2510.000 SQYD| 18.60000 46686.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2510.000 SQYD| 1.15000 2886.50| | Bituminous Treatment A | | | 0100 405A000 135.000 GAL | 2.30000 310.50| | Tack Coat | | | 0110 424A361 695.000 TON | 69.00000 47955.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424A367 15.000 TON | 69.00000 1035.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B651 295.000 TON | 69.00000 20355.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0140 424B681 295.000 TON | 69.00000 20355.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 048 -6 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20041105048 COUNTIES : BALDWIN LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( ) |( ) |JOHN G. WALTON CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 430B040 50.000 TON | 41.00000 2050.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0160 530A104 21.000 LF | 153.26000 3218.46| | 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0170 535A410 34.000 LF | 87.43000 2972.62| | 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0180 535A411 45.000 LF | 72.14000 3246.30| | 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0190 600A000 LUMP| 37665.00000 37665.00| | Mobilization | | | 0200 619A055 1.000 EACH| 1094.80000 1094.80| | 36" Roadway Pipe End Treatment, Class 2 | | | 0210 619A100 2.000 EACH| 733.13000 1466.26| | 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0220 619A101 2.000 EACH| 850.43000 1700.86| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 620A000 2.000 CUYD| 977.50000 1955.00| | Minor Structure Concrete | | | 0240 623C000 270.000 LF | 13.80000 3726.00| | Combination Curb & Gutter, Type C | | | 0250 650A000 210.000 CUYD| 19.46000 4086.60| | Topsoil | | | 0260 654A001 100.000 SQYD| 7.16000 716.00| | Solid Sodding (Bermuda) | | | 0270 658A003 1.000 ACRE| 2688.50000 2688.50| | Hydro-Seeding & Mulching (Mix 3E) | | | 0280 665A000 1.000 ACRE| 1183.35000 1183.35| | Temporary Seeding | | | 0290 665B000 1.000 ACRE| 1335.12000 1335.12| | Temporary Mulching | | | 0300 665J000 3000.000 LF | 5.73000 17190.00| | Silt Fence, Type A | | | 0310 665O001 3000.000 LF | 0.94000 2820.00| | Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 11/08/04 PAGE : 048 -7 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20041105048 COUNTIES : BALDWIN LETTING DATE : 11/05/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23056 |( ) |( ) |JOHN G. WALTON CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665Q001 300.000 LF | 13.55000 4065.00| | 20 Inch Wattle | | | 0330 680A000 LUMP| 15306.00000 15306.00| | Engineering Controls | | | 0340 701B009 681.000 LF | 0.46000 313.26| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0350 701E000 4500.000 LF | 0.23000 1035.00| | Solid Temporary Traffic Stripe | | | 0360 701G050 3594.000 LF | 0.58000 2084.52| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0370 701G073 3708.000 LF | 0.69000 2558.52| | Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0380 703A002 1585.000 SQFT| 2.88000 4564.80| | Traffic Control Markings, Class 2, Type | | | A | | | 0390 703B002 68.000 SQFT| 4.03000 274.04| | Traffic Control Legends, Class 2, Type | | | 0400 703D001 68.000 SQFT| 1.73000 117.64| | Temporary Traffic Control Markings | | | 0410 705A037 539.000 EACH| 5.75000 3099.25| | Pavement Markers, Class A-H, Type 2-D | | | 0420 740B000 350.000 SQFT| 18.01000 6303.50| | Construction Signs | | | 0430 740D000 300.000 EACH| 102.12000 30636.00| | Channelizing Drums | | | SECTION TOTALS | $ 340,329.78| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 340,329.78| $ 0.00| $ ====================================================================================================================================