ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 CONTRACT TIME : 12/31/04 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : ERF-8437(301) for constructing the Emergency Bridge Replacement at the I-20/I-59 EBR bridge over I-20/I-59 WBR at the I-20/I-59/I-65 Interchange in Birmingham. Length 0.157 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30011 BRASFIELD & GORRIE, L.L.C. & THE MORRIS GROUP, INC. $ 5,450,000.00 100.0000% 2 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 5,535,693.65 101.5724% 3 13099 MCINNIS, LLC $ 9,717,599.00 178.3046% 4 19007 SCOTT BRIDGE COMPANY, INC. $ 10,226,020.50 187.6334% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30011 |( 2 ) 04008 |( 3 ) 13099 |BRASFIELD & GORRIE & THE MO |R. R. DAWSON BRIDGE COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3647.00000 3647.00| 40000.00000 40000.00| 100000.00000 100000.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 75000.00000 75000.00| 350000.00000 350000.00 Removal Of Old Bridge, Station STA. | | | 480+39.27 (Partial) | | | 0030 206D000 8.000 LF | 100.00000 800.00| 50.00000 400.00| 50.00000 400.00 Removing Pipe | | | 0040 206D001 715.000 LF | 3.00000 2145.00| 2.75000 1966.25| 3.50000 2502.50 Removing Guardrail | | | 0050 206E001 1.000 EACH| 3000.00000 3000.00| 1000.00000 1000.00| 1000.00000 1000.00 Removing Inlets | | | 0060 206E008 1.000 EACH| 300.00000 300.00| 275.00000 275.00| 500.00000 500.00 Removing Guardrail End Anchor (All Type | | | 0070 210A000 1000.000 CUYD| 30.00000 30000.00| 20.00000 20000.00| 20.00000 20000.00 Unclassified Excavation | | | 0080 215A000 431.000 CUYD| 30.00000 12930.00| 100.00000 43100.00| 10.00000 4310.00 Unclassified Bridge Excavation | | | 0090 215B000 LUMP| 200000.00000 200000.00| 100000.00000 100000.00| 350000.00000 350000.00 Cofferdams Or Sheeting And Shoring, STA | | | 480+39.27 | | | 0100 305B060 3167.000 TON | 12.00000 38004.00| 30.00000 95010.00| 35.00000 110845.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone, For Miscellaneous Use | | | 0110 405A000 250.000 GAL | 6.00000 1500.00| 5.50000 1375.00| 3.00000 750.00 Tack Coat | | | 0120 420A011 352.000 TON | 135.00000 47520.00| 138.00000 48576.00| 225.00000 79200.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0130 424A358 5.000 TON | 160.00000 800.00| 154.00000 770.00| 700.00000 3500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, Esal Range C/D | | | 0140 424A361 10.000 TON | 160.00000 1600.00| 154.00000 1540.00| 700.00000 7000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30011 |( 2 ) 04008 |( 3 ) 13099 |BRASFIELD & GORRIE & THE MO |R. R. DAWSON BRIDGE COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A370 6.000 TON | 160.00000 960.00| 154.00000 924.00| 700.00000 4200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B651 82.000 TON | 160.00000 13120.00| 154.00000 12628.00| 250.00000 20500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B662 28.000 TON | 160.00000 4480.00| 154.00000 4312.00| 350.00000 9800.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 450B000 372.000 SQYD| 175.00000 65100.00| 180.00000 66960.00| 200.00000 74400.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0190 502A000 112900.000 LB | 1.00000 112900.00| 1.25000 141125.00| 5.00000 564500.00 Steel Reinforcement | | | 0200 502B000 LUMP| 300000.00000 300000.00| 207000.00000 207000.00| 500000.00000 500000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 480+39.27 Approx. | | | 189,100 lbs. | | | 0210 505A002 4.000 EACH| 4000.00000 16000.00| 2200.00000 8800.00| 3000.00000 12000.00 Steel Test Piles (HP 12x53) | | | 0220 505B087 4.000 EACH| 500.00000 2000.00| 2200.00000 8800.00| 1000.00000 4000.00 Dynamic Loading Tests (HP 12x53) | | | 0230 505M002 8850.000 LF | 38.00000 336300.00| 39.60000 350460.00| 45.00000 398250.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0240 508A000 10590.000 LB | 5.00000 52950.00| 3.00000 31770.00| 6.00000 63540.00 Structural Steel | | | 0250 510A000 700.000 CUYD| 900.00000 630000.00| 750.00000 525000.00| 1000.00000 700000.00 Bridge Substructure Concrete, Class A | | | 0260 510C051 LUMP| 1000000.00000 1000000.00| 646000.00000 646000.00| 1000000.00000 1000000.00 Bridge Concrete Superstructure, Sta. | | | 480+39.27 Approx. 1054 Cu. Yd. | | | 0270 510E000 2710.000 SQYD| 2.50000 6775.00| 3.00000 8130.00| 10.00000 27100.00 Grooving Concrete Bridge Decks | | | 0280 513B019 4827.000 LF | 285.00000 1375695.00| 367.00000 1771509.00| 500.00000 2413500.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | Modified | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30011 |( 2 ) 04008 |( 3 ) 13099 |BRASFIELD & GORRIE & THE MO |R. R. DAWSON BRIDGE COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 530A004 5.000 LF | 260.00000 1300.00| 100.00000 500.00| 100.00000 500.00 36" Roadway Pipe (Class 3 R.C.) | | | 0300 530A006 4.000 LF | 320.00000 1280.00| 200.00000 800.00| 100.00000 400.00 48" Roadway Pipe (Class 3 R.C.) | | | 0310 600A000 LUMP| 645000.00000 645000.00| 600000.00000 600000.00| 1799561.00000 1799561.00 Mobilization | | | 0320 601A000 1.000 EACH| 5000.00000 5000.00| 20000.00000 20000.00| 25000.00000 25000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0330 609A000 2461.000 SQYD| 7.50000 18457.50| 35.00000 86135.00| 25.00000 61525.00 Aggregate Slope Protection | | | 0340 609B000 2461.000 SQYD| 2.50000 6152.50| 3.00000 7383.00| 8.00000 19688.00 Geotextile Filter For Aggregate Slope | | | Protection | | | 0350 614A000 58.000 CUYD| 270.00000 15660.00| 275.00000 15950.00| 300.00000 17400.00 Slope Paving | | | 0360 620A000 2.000 CUYD| 1800.00000 3600.00| 1000.00000 2000.00| 1000.00000 2000.00 Minor Structure Concrete | | | 0370 621C113 1.000 EACH| 5000.00000 5000.00| 11550.00000 11550.00| 12000.00000 12000.00 Inlets, Type IJ (Modified) | | | 0380 629A004 317.000 LF | 135.00000 42795.00| 138.00000 43746.00| 150.00000 47550.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0390 629A021 210.000 LF | 86.00000 18060.00| 88.00000 18480.00| 90.00000 18900.00 Concrete Median Or Safety Barrier, Type | | | 1 | | | 0400 629C002 1.000 EACH| 12000.00000 12000.00| 13200.00000 13200.00| 14000.00000 14000.00 Concrete Median Or Safety Barrier End | | | Section, (Type TES) | | | 0410 630A001 935.000 LF | 22.00000 20570.00| 21.45000 20055.75| 22.50000 21037.50 Steel Beam Guardrail, Class A, Type 2 | | | 0420 630C001 2.000 EACH| 1200.00000 2400.00| 990.00000 1980.00| 1000.00000 2000.00 Guardrail End Anchor, Type 8 | | | 0430 630C003 2.000 EACH| 1800.00000 3600.00| 1760.00000 3520.00| 2000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0440 630C050 2.000 EACH| 2800.00000 5600.00| 2750.00000 5500.00| 3000.00000 6000.00 Guardrail End Anchor, Type 20 Series | | | 0450 650A000 273.000 CUYD| 25.00000 6825.00| 20.00000 5460.00| 25.00000 6825.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30011 |( 2 ) 04008 |( 3 ) 13099 |BRASFIELD & GORRIE & THE MO |R. R. DAWSON BRIDGE COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 650B000 185.000 CUYD| 9.00000 1665.00| 15.00000 2775.00| 25.00000 4625.00 Topsoil From Stockpiles | | | 0470 654A010 5501.000 SQYD| 6.50000 35756.50| 6.60000 36306.60| 15.00000 82515.00 Solid Sodding (Empire Zoysia) | | | 0480 659A000 5252.000 SQYD| 2.00000 10504.00| 2.20000 11554.40| 10.00000 52520.00 Erosion Control Netting, Class A | | | 0490 665F000 99.000 EACH| 5.50000 544.50| 10.00000 990.00| 50.00000 4950.00 Hay Bales | | | 0500 665J000 1605.000 LF | 3.70000 5938.50| 5.00000 8025.00| 10.00000 16050.00 Silt Fence, Type A | | | 0510 665O001 1605.000 LF | 2.00000 3210.00| 5.00000 8025.00| 5.00000 8025.00 Silt Fence Removal | | | 0520 680A000 LUMP| 95000.00000 95000.00| 150000.00000 150000.00| 325000.00000 325000.00 Engineering Controls | | | 0530 703A010 217.000 SQFT| 15.00000 3255.00| 16.50000 3580.50| 25.00000 5425.00 Traffic Control Markings,Class 3W,Type | | | 0540 703B010 41.000 SQFT| 25.00000 1025.00| 27.50000 1127.50| 35.00000 1435.00 Traffic Control Legends,Class 3W,Type A | | | 0550 704A101 1.000 MILE| 10000.00000 10000.00| 11000.00000 11000.00| 11000.00000 11000.00 Broken White Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0560 704A102 1.000 MILE| 20000.00000 20000.00| 22000.00000 22000.00| 22000.00000 22000.00 Solid White Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0570 704A103 1.000 MILE| 15000.00000 15000.00| 16500.00000 16500.00| 16000.00000 16000.00 Dotted White Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0580 704A104 1.000 MILE| 20000.00000 20000.00| 22000.00000 22000.00| 21000.00000 21000.00 Solid Yellow Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0590 705A030 150.000 EACH| 6.50000 975.00| 7.15000 1072.50| 10.00000 1500.00 Pavement Markers, Class A-H, Type 2-C | | | 0600 705A031 100.000 EACH| 6.50000 650.00| 7.15000 715.00| 10.00000 1000.00 Pavement Markers, Class A-H, Type 1-A | | | 0610 705A032 55.000 EACH| 6.50000 357.50| 7.15000 393.25| 10.00000 550.00 Pavement Markers, Class A-H, Type 1-B | | | 0620 720A025 1.000 EACH| 24000.00000 24000.00| 20000.00000 20000.00| 28000.00000 28000.00 Vehicular Impact Attenuator | | | Assembly(Unidirectional, TL-3) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30011 |( 2 ) 04008 |( 3 ) 13099 |BRASFIELD & GORRIE & THE MO |R. R. DAWSON BRIDGE COMPANY |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 726A000 1000.000 LF | 42.00000 42000.00| 50.00000 50000.00| 40.00000 40000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0640 726A001 10.000 LF | 50.00000 500.00| 150.00000 1500.00| 600.00000 6000.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 0650 726D025 1.000 EACH| 9500.00000 9500.00| 15000.00000 15000.00| 16000.00000 16000.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 0660 728A000 3.000 EACH| 1000.00000 3000.00| 10000.00000 30000.00| 15000.00000 45000.00 Truck Mounted Impact Attenuator Unit | | | 0670 740B000 1291.000 SQFT| 9.00000 11619.00| 9.35000 12070.85| 25.00000 32275.00 Construction Signs | | | 0680 740C000 997.000 SQFT| 12.00000 11964.00| 12.65000 12612.05| 35.00000 34895.00 Special Construction Signs | | | 0690 740D000 200.000 EACH| 60.00000 12000.00| 66.00000 13200.00| 150.00000 30000.00 Channelizing Drums | | | 0700 740E000 50.000 EACH| 22.00000 1100.00| 50.00000 2500.00| 75.00000 3750.00 Cones (36 Inches High) | | | 0710 740F002 6.000 EACH| 185.00000 1110.00| 182.00000 1092.00| 400.00000 2400.00 Barricades, Type III | | | 0720 740I005 6.000 EACH| 125.00000 750.00| 124.00000 744.00| 500.00000 3000.00 Warning Lights, Type B (Detachable Head | | | 0730 740M001 50.000 EACH| 7.00000 350.00| 20.00000 1000.00| 10.00000 500.00 Ballast For Cone | | | 0740 741C010 2.000 EACH| 1300.00000 2600.00| 1320.00000 2640.00| 4000.00000 8000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0750 742A001 2.000 EACH| 4400.00000 8800.00| 4290.00000 8580.00| 7000.00000 14000.00 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 5,450,000.00| $ 5,535,693.65| $ 9,717,599.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,450,000.00| $ 5,535,693.65| $ 9,717,599.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 1000000.00000 1000000.00| | Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 250000.00000 250000.00| | Removal Of Old Bridge, Station STA. | | | 480+39.27 (Partial) | | | 0030 206D000 8.000 LF | 55.00000 440.00| | Removing Pipe | | | 0040 206D001 715.000 LF | 2.50000 1787.50| | Removing Guardrail | | | 0050 206E001 1.000 EACH| 400.00000 400.00| | Removing Inlets | | | 0060 206E008 1.000 EACH| 250.00000 250.00| | Removing Guardrail End Anchor (All Type | | | 0070 210A000 1000.000 CUYD| 15.00000 15000.00| | Unclassified Excavation | | | 0080 215A000 431.000 CUYD| 50.00000 21550.00| | Unclassified Bridge Excavation | | | 0090 215B000 LUMP| 105000.00000 105000.00| | Cofferdams Or Sheeting And Shoring, STA | | | 480+39.27 | | | 0100 305B060 3167.000 TON | 24.00000 76008.00| | Crushed Aggregate, Section 825, Crusher | | | Run Stone, For Miscellaneous Use | | | 0110 405A000 250.000 GAL | 10.00000 2500.00| | Tack Coat | | | 0120 420A011 352.000 TON | 250.00000 88000.00| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0130 424A358 5.000 TON | 280.00000 1400.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, Esal Range C/D | | | 0140 424A361 10.000 TON | 280.00000 2800.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A370 6.000 TON | 140.00000 840.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B651 82.000 TON | 280.00000 22960.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B662 28.000 TON | 280.00000 7840.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 450B000 372.000 SQYD| 130.00000 48360.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0190 502A000 112900.000 LB | 0.85000 95965.00| | Steel Reinforcement | | | 0200 502B000 LUMP| 200000.00000 200000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 480+39.27 Approx. | | | 189,100 lbs. | | | 0210 505A002 4.000 EACH| 4000.00000 16000.00| | Steel Test Piles (HP 12x53) | | | 0220 505B087 4.000 EACH| 2500.00000 10000.00| | Dynamic Loading Tests (HP 12x53) | | | 0230 505M002 8850.000 LF | 45.00000 398250.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0240 508A000 10590.000 LB | 3.75000 39712.50| | Structural Steel | | | 0250 510A000 700.000 CUYD| 620.00000 434000.00| | Bridge Substructure Concrete, Class A | | | 0260 510C051 LUMP| 1773000.00000 1773000.00| | Bridge Concrete Superstructure, Sta. | | | 480+39.27 Approx. 1054 Cu. Yd. | | | 0270 510E000 2710.000 SQYD| 2.40000 6504.00| | Grooving Concrete Bridge Decks | | | 0280 513B019 4827.000 LF | 400.00000 1930800.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | Modified | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 530A004 5.000 LF | 50.00000 250.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0300 530A006 4.000 LF | 65.00000 260.00| | 48" Roadway Pipe (Class 3 R.C.) | | | 0310 600A000 LUMP| 3020000.00000 3020000.00| | Mobilization | | | 0320 601A000 1.000 EACH| 15000.00000 15000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0330 609A000 2461.000 SQYD| 12.00000 29532.00| | Aggregate Slope Protection | | | 0340 609B000 2461.000 SQYD| 3.00000 7383.00| | Geotextile Filter For Aggregate Slope | | | Protection | | | 0350 614A000 58.000 CUYD| 620.00000 35960.00| | Slope Paving | | | 0360 620A000 2.000 CUYD| 1000.00000 2000.00| | Minor Structure Concrete | | | 0370 621C113 1.000 EACH| 10500.00000 10500.00| | Inlets, Type IJ (Modified) | | | 0380 629A004 317.000 LF | 125.00000 39625.00| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0390 629A021 210.000 LF | 80.00000 16800.00| | Concrete Median Or Safety Barrier, Type | | | 1 | | | 0400 629C002 1.000 EACH| 12000.00000 12000.00| | Concrete Median Or Safety Barrier End | | | Section, (Type TES) | | | 0410 630A001 935.000 LF | 20.00000 18700.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0420 630C001 2.000 EACH| 900.00000 1800.00| | Guardrail End Anchor, Type 8 | | | 0430 630C003 2.000 EACH| 1600.00000 3200.00| | Guardrail End Anchor, Type 13 | | | 0440 630C050 2.000 EACH| 2500.00000 5000.00| | Guardrail End Anchor, Type 20 Series | | | 0450 650A000 273.000 CUYD| 25.00000 6825.00| | Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 650B000 185.000 CUYD| 20.00000 3700.00| | Topsoil From Stockpiles | | | 0470 654A010 5501.000 SQYD| 6.00000 33006.00| | Solid Sodding (Empire Zoysia) | | | 0480 659A000 5252.000 SQYD| 2.00000 10504.00| | Erosion Control Netting, Class A | | | 0490 665F000 99.000 EACH| 15.00000 1485.00| | Hay Bales | | | 0500 665J000 1605.000 LF | 5.00000 8025.00| | Silt Fence, Type A | | | 0510 665O001 1605.000 LF | 3.00000 4815.00| | Silt Fence Removal | | | 0520 680A000 LUMP| 150000.00000 150000.00| | Engineering Controls | | | 0530 703A010 217.000 SQFT| 15.00000 3255.00| | Traffic Control Markings,Class 3W,Type | | | 0540 703B010 41.000 SQFT| 25.00000 1025.00| | Traffic Control Legends,Class 3W,Type A | | | 0550 704A101 1.000 MILE| 10000.00000 10000.00| | Broken White Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0560 704A102 1.000 MILE| 20000.00000 20000.00| | Solid White Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0570 704A103 1.000 MILE| 15000.00000 15000.00| | Dotted White Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0580 704A104 1.000 MILE| 20000.00000 20000.00| | Solid Yellow Wet Reflective Traffic | | | Stripe Tape, 6" | | | 0590 705A030 150.000 EACH| 6.50000 975.00| | Pavement Markers, Class A-H, Type 2-C | | | 0600 705A031 100.000 EACH| 6.50000 650.00| | Pavement Markers, Class A-H, Type 1-A | | | 0610 705A032 55.000 EACH| 6.50000 357.50| | Pavement Markers, Class A-H, Type 1-B | | | 0620 720A025 1.000 EACH| 25000.00000 25000.00| | Vehicular Impact Attenuator | | | Assembly(Unidirectional, TL-3) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/29/04 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041029001 COUNTIES : JEFFERSON LETTING DATE : 10/29/04 1:00 PM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 726A000 1000.000 LF | 40.00000 40000.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 0640 726A001 10.000 LF | 50.00000 500.00| | Portable Concrete Safety Barriers, Type | | | 6-A | | | 0650 726D025 1.000 EACH| 25000.00000 25000.00| | Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 0660 728A000 3.000 EACH| 7500.00000 22500.00| | Truck Mounted Impact Attenuator Unit | | | 0670 740B000 1291.000 SQFT| 10.00000 12910.00| | Construction Signs | | | 0680 740C000 997.000 SQFT| 13.00000 12961.00| | Special Construction Signs | | | 0690 740D000 200.000 EACH| 70.00000 14000.00| | Channelizing Drums | | | 0700 740E000 50.000 EACH| 10.00000 500.00| | Cones (36 Inches High) | | | 0710 740F002 6.000 EACH| 200.00000 1200.00| | Barricades, Type III | | | 0720 740I005 6.000 EACH| 200.00000 1200.00| | Warning Lights, Type B (Detachable Head | | | 0730 740M001 50.000 EACH| 5.00000 250.00| | Ballast For Cone | | | 0740 741C010 2.000 EACH| 1500.00000 3000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0750 742A001 2.000 EACH| 5000.00000 10000.00| | Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 10,226,020.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,226,020.50| $ 0.00| $ ====================================================================================================================================