ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 08/30/03 COMPLETION DATE CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : STPAA-5114(201) for constructing the Additional Lanes including Bridges and STPAA-5114(202) Signals on Teague Road from S.R.#3 (U.S.#31) at Hope Hull to S.R.#9 (U.S.#331). Length 2.733 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14001 NEWELL ROADBUILDERS, INC. $ 7,434,836.01 100.0000% 2 30013 S. A. GRAHAM & SOUTHEAST CHEROKEE $ 7,723,982.62 103.8891% 3 14003 W. S. NEWELL, INC. $ 7,785,424.06 104.7155% 4 04014 DUBOSE CONSTRUCTION, L.L.C. $ 8,419,306.45 113.2413% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 350000.00000 350000.00| 154031.73000 154031.73| 336683.00000 336683.00 Clearing & Grubbing (Approximately 65 | | | Acres) | | | 0020 206A000 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 60000.00000 60000.00 Removal Of Old Bridge, Station 93+38.10 | | | 0030 206A001 LUMP| 35000.00000 35000.00| 300000.00000 300000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 193+25.6 | | | 0040 206C002 174.000 SQYD| 5.00000 870.00| 3.00000 522.00| 5.00000 870.00 Removing Concrete Slope Paving | | | 0050 206D000 310.000 LF | 2.50000 775.00| 5.00000 1550.00| 3.00000 930.00 Removing Pipe | | | 0060 206D001 338.000 LF | 2.50000 845.00| 0.00000 0.00| 2.00000 676.00 Removing Guardrail | | | 0070 206E001 3.000 EACH| 150.00000 450.00| 100.00000 300.00| 175.00000 525.00 Removing Inlets | | | 0080 206E008 22.000 EACH| 50.00000 1100.00| 0.00000 0.00| 100.00000 2200.00 Removing Guardrail End Anchor (All Type | | | 0090 210A000 12330.000 CUYD| 6.50000 80145.00| 1.50000 18495.00| 1.53000 18864.90 Unclassified Excavation | | | 0100 210D000 202996.000 CUYD| 2.68000 544029.28| 3.15000 639437.40| 2.75000 558239.00 Borrow Excavation | | | 0110 214A000 3118.000 CUYD| 2.50000 7795.00| 6.00000 18708.00| 3.00000 9354.00 Structure Excavation | | | 0120 214B001 1071.000 CUYD| 23.50000 25168.50| 24.00000 25704.00| 30.00000 32130.00 Foundation Backfill, Commercial | | | 0130 215A000 428.000 CUYD| 10.00000 4280.00| 10.00000 4280.00| 20.00000 8560.00 Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 0.01000 0.01 Cofferdams Or Sheeting And Shoring Sta. | | | 93+67.942 | | | 0150 215B001 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 0.01000 0.01 Cofferdams Or Sheeting And Shoring, Sta | | | 93+30.378 | | | 0160 232A018 177604.000 SQYD| 0.60000 106562.40| 1.02000 181156.08| 1.70000 301926.80 Lime Stabilization, Class 2, 12 Inches | | | Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 232B000 3358.000 TON | 57.50000 193085.00| 0.85000 2854.30| 77.00000 258566.00 Lime | | | 0180 243A010 12283.000 SQYD| 2.25000 27636.75| 2.00000 24566.00| 3.00000 36849.00 Geosynthetic Reinforcement | | | 0190 301A016 191738.000 SQYD| 5.54000 1062228.52| 6.20000 1188775.60| 5.90000 1131254.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | 0200 401A000 87353.000 SQYD| 0.32000 27952.96| 0.32000 27952.96| 0.32000 27952.96 Bituminous Treatment A | | | 0210 405A000 22001.000 GAL | 0.22000 4840.22| 0.73000 16060.73| 0.73000 16060.73 Tack Coat | | | 0220 410C000 1.000 EACH| 3850.00000 3850.00| 1600.00000 1600.00| 1600.00000 1600.00 Contractor Retained Profilograph | | | 0230 420A011 4053.000 TON | 46.50000 188464.50| 46.61000 188910.33| 46.61000 188910.33 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0240 424A361 9493.000 TON | 27.20000 258209.60| 26.39000 250520.27| 26.39000 250520.27 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424B651 13639.000 TON | 23.00000 313697.00| 24.17000 329654.63| 24.17000 329654.63 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0260 424B681 13612.000 TON | 22.50000 306270.00| 23.54000 320426.48| 23.54000 320426.48 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424B685 100.000 TON | 85.00000 8500.00| 62.36000 6236.00| 62.36000 6236.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B689 3000.000 TON | 34.25000 102750.00| 23.88000 71640.00| 23.88000 71640.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 424C360 10903.000 TON | 21.00000 228963.00| 23.22000 253167.66| 23.22000 253167.66 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 428B000 50402.000 LF | 0.10000 5040.20| 0.05000 2520.10| 0.05000 2520.10 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0310 430B040 2000.000 TON | 0.01000 20.00| 15.00000 30000.00| 16.75000 33500.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0320 450B000 304.000 SQYD| 65.00000 19760.00| 75.00000 22800.00| 65.00000 19760.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0330 502A000 112800.000 LB | 0.75000 84600.00| 0.75000 84600.00| 0.50000 56400.00 Steel Reinforcement | | | 0340 502B000 LUMP| 85000.00000 85000.00| 85000.00000 85000.00| 55000.00000 55000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta.93+67.942, WBL, | | | Approx. 109,500 lbs. | | | 0350 502B001 LUMP| 85000.00000 85000.00| 85000.00000 85000.00| 55000.00000 55000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 93+30.378, EBL, | | | Approx. 109,500 lbs | | | 0360 505M000 2865.000 LF | 21.00000 60165.00| 21.00000 60165.00| 20.00000 57300.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0370 505M002 3935.000 LF | 25.00000 98375.00| 25.00000 98375.00| 22.00000 86570.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0380 507A000 4.000 EACH| 3000.00000 12000.00| 3000.00000 12000.00| 2500.00000 10000.00 Wire Rope Abutment Anchor Assembly | | | 0390 508A000 10100.000 LB | 5.00000 50500.00| 5.00000 50500.00| 2.50000 25250.00 Structural Steel | | | 0400 510A000 657.000 CUYD| 400.00000 262800.00| 400.00000 262800.00| 250.00000 164250.00 Bridge Substructure Concrete, Class A | | | 0410 510C051 LUMP| 243000.00000 243000.00| 243000.00000 243000.00| 330000.00000 330000.00 Bridge Concrete Superstructure, Sta. | | | 93+67.942, WBL, Approx. 607 cu. yds | | | 0420 510C052 LUMP| 243000.00000 243000.00| 243000.00000 243000.00| 330000.00000 330000.00 Bridge Concrete Superstructure, Sta. | | | 93+30.378, EBL, Approx. 607 cu. yds | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 510E000 3020.000 SQYD| 3.00000 9060.00| 3.00000 9060.00| 2.00000 6040.00 Grooving Concrete Bridge Decks | | | 0440 511A000 98.000 EACH| 50.00000 4900.00| 50.00000 4900.00| 55.00000 5390.00 Elastomeric Bearings, Type 1 | | | 0450 511A001 28.000 EACH| 200.00000 5600.00| 200.00000 5600.00| 150.00000 4200.00 Elastomeric Bearings, Type 2 | | | 0460 511A004 84.000 EACH| 200.00000 16800.00| 200.00000 16800.00| 1000.00000 84000.00 Elastomeric Bearings, Type 4 | | | 0470 512A010 2.000 EACH| 5000.00000 10000.00| 5000.00000 10000.00| 4500.00000 9000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-9 3/4" Deep x 46'-3" | | | 0480 512A011 2.000 EACH| 5000.00000 10000.00| 5000.00000 10000.00| 4500.00000 9000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'- 9 1/8" Deep x 44'-3" | | | 0490 512B014 1.000 EACH| 5500.00000 5500.00| 5500.00000 5500.00| 5000.00000 5000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide x 1'-9 1/4" Deep x 44'-6" | | | 0500 512B015 2.000 EACH| 5500.00000 11000.00| 5500.00000 11000.00| 5000.00000 10000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide x 2'-0" Deep x 44'-1 1/2" | | | 0510 512C004 29.000 EACH| 2200.00000 63800.00| 2200.00000 63800.00| 3000.00000 87000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0520 512C007 6.000 EACH| 2500.00000 15000.00| 2500.00000 15000.00| 3200.00000 19200.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0530 512D002 4.000 EACH| 3000.00000 12000.00| 3000.00000 12000.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0540 512D005 2.000 EACH| 2800.00000 5600.00| 2800.00000 5600.00| 3500.00000 7000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0550 512E011 16.000 EACH| 500.00000 8000.00| 500.00000 8000.00| 375.00000 6000.00 Precast Concrete Abutment Panels, Type | | | A2, 6'-1" Long | | | 0560 512E012 8.000 EACH| 600.00000 4800.00| 600.00000 4800.00| 400.00000 3200.00 Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 512E020 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| 400.00000 1600.00 Precast Concrete Abutment Panels, Type | | | A A 2, 6'-4" Long | | | 0580 512F001 8.000 EACH| 600.00000 4800.00| 600.00000 4800.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W2 | | | 0590 512G000 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 575.00000 2300.00 Precast Concrete Abutment Wing Cap Pane | | | 0600 513B015 1496.000 LF | 90.00000 134640.00| 90.00000 134640.00| 140.00000 209440.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0610 513B029 3200.000 LF | 110.00000 352000.00| 110.00000 352000.00| 150.00000 480000.00 Pretensioned-Prestressed Concrete | | | Girders,Type BT-54 Modified(Speciality | | | Item) | | | 0620 520A000 LUMP| 29090.00000 29090.00| 29090.00000 29090.00| 25000.00000 25000.00 Repairs To Existing Bridge, Station | | | 193+25.68 | | | 0630 530A001 1014.000 LF | 19.00000 19266.00| 14.50000 14703.00| 17.50000 17745.00 18" Roadway Pipe (Class 3 R.C.) | | | 0640 530A003 72.000 LF | 31.00000 2232.00| 33.00000 2376.00| 35.00000 2520.00 30" Roadway Pipe (Class 3 R.C.) | | | 0650 530A102 250.000 LF | 23.00000 5750.00| 22.50000 5625.00| 24.00000 6000.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0660 530A103 144.000 LF | 31.00000 4464.00| 35.00000 5040.00| 35.00000 5040.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0670 530A905 76.000 LF | 53.00000 4028.00| 45.00000 3420.00| 42.00000 3192.00 48" Roadway Pipe (14 Gauge C.C.M.) | | | 0680 530A906 232.000 LF | 60.00000 13920.00| 50.00000 11600.00| 54.00000 12528.00 54" Roadway Pipe (14 Gauge C.C.M.) | | | 0690 530A929 108.000 LF | 36.00000 3888.00| 36.00000 3888.00| 40.00000 4320.00 36" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | 0700 530A931 8.000 LF | 75.00000 600.00| 47.00000 376.00| 60.00000 480.00 48" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 530B000 502.000 LF | 25.00000 12550.00| 34.00000 17068.00| 27.00000 13554.00 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0720 530B004 1163.000 LF | 64.00000 74432.00| 75.00000 87225.00| 57.50000 66872.50 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0730 535A001 220.000 LF | 16.00000 3520.00| 12.00000 2640.00| 17.50000 3850.00 18" Side Drain Pipe | | | 0740 600A000 LUMP| 400000.00000 400000.00| 358000.00000 358000.00| 160015.00000 160015.00 Mobilization | | | 0750 601A000 1.000 EACH| 500.00000 500.00| 2500.00000 2500.00| 500.00000 500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0760 602A000 18.000 EACH| 85.00000 1530.00| 110.00000 1980.00| 80.00000 1440.00 Right Of Way Markers | | | 0770 606A000 300.000 LF | 12.00000 3600.00| 7.00000 2100.00| 10.00000 3000.00 6" Underdrain Pipe | | | 0780 609A000 1805.000 SQYD| 5.00000 9025.00| 20.00000 36100.00| 8.00000 14440.00 Aggregate Slope Protection | | | 0790 609B000 1805.000 SQYD| 1.75000 3158.75| 1.25000 2256.25| 1.75000 3158.75 Geotextile Filter For Aggregate Slope | | | Protection | | | 0800 610C001 3138.000 TON | 19.50000 61191.00| 20.00000 62760.00| 18.75000 58837.50 Loose Riprap, Class 2 | | | 0810 610D003 3486.000 SQYD| 2.00000 6972.00| 1.25000 4357.50| 1.75000 6100.50 Filter Blanket, Geotextile | | | 0820 614A000 606.000 CUYD| 175.00000 106050.00| 175.00000 106050.00| 175.00000 106050.00 Slope Paving | | | 0830 619A002 12.000 EACH| 350.00000 4200.00| 500.00000 6000.00| 500.00000 6000.00 18" Roadway Pipe End Treatment, Class 1 | | | 0840 619A003 4.000 EACH| 375.00000 1500.00| 600.00000 2400.00| 600.00000 2400.00 24" Roadway Pipe End Treatment, Class 1 | | | 0850 619A004 4.000 EACH| 650.00000 2600.00| 750.00000 3000.00| 750.00000 3000.00 30" Roadway Pipe End Treatment, Class 1 | | | 0860 619A005 1.000 EACH| 750.00000 750.00| 900.00000 900.00| 900.00000 900.00 36" Roadway Pipe End Treatment, Class 1 | | | 0870 619A007 1.000 EACH| 850.00000 850.00| 1250.00000 1250.00| 1250.00000 1250.00 48" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 619A101 4.000 EACH| 350.00000 1400.00| 500.00000 2000.00| 500.00000 2000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0890 619A232 2.000 EACH| 2250.00000 4500.00| 2500.00000 5000.00| 2500.00000 5000.00 54" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0900 619B015 7.000 EACH| 375.00000 2625.00| 500.00000 3500.00| 500.00000 3500.00 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0910 619B284 2.000 EACH| 1800.00000 3600.00| 850.00000 1700.00| 850.00000 1700.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | 0920 620A000 3.000 CUYD| 500.00000 1500.00| 750.00000 2250.00| 750.00000 2250.00 Minor Structure Concrete | | | 0930 621A004 1.000 EACH| 2500.00000 2500.00| 2650.00000 2650.00| 2650.00000 2650.00 Junction Boxes, Type 4 | | | 0940 621A005 7.000 EACH| 1500.00000 10500.00| 1850.00000 12950.00| 1850.00000 12950.00 Junction Boxes, Type 1 | | | 0950 621A034 1.000 EACH| 5000.00000 5000.00| 4500.00000 4500.00| 4500.00000 4500.00 Junction Boxes, Type 4 (Modified) | | | 0960 621B005 1.000 EACH| 350.00000 350.00| 450.00000 450.00| 450.00000 450.00 Junction Box Units, Type 1 | | | 0970 621C001 2.000 EACH| 1600.00000 3200.00| 1150.00000 2300.00| 1150.00000 2300.00 Inlets, Type B | | | 0980 621C008 2.000 EACH| 3750.00000 7500.00| 4500.00000 9000.00| 4500.00000 9000.00 Inlets, Type E | | | 0990 621C019 7.000 EACH| 1800.00000 12600.00| 2150.00000 15050.00| 2150.00000 15050.00 Inlets, Type X | | | 1000 621C020 12.000 EACH| 1500.00000 18000.00| 1650.00000 19800.00| 1650.00000 19800.00 Inlets, Type Y | | | 1010 621D019 14.000 EACH| 350.00000 4900.00| 450.00000 6300.00| 450.00000 6300.00 Inlet Units, Type Y | | | 1020 630A001 3169.000 LF | 11.00000 34859.00| 11.00000 34859.00| 11.00000 34859.00 Steel Beam Guardrail, Class A, Type 2 | | | 1030 630C001 5.000 EACH| 500.00000 2500.00| 500.00000 2500.00| 500.00000 2500.00 Guardrail End Anchor, Type 8 | | | 1040 630C003 16.000 EACH| 925.00000 14800.00| 925.00000 14800.00| 925.00000 14800.00 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 630C070 21.000 EACH| 1150.00000 24150.00| 1150.00000 24150.00| 1150.00000 24150.00 Guardrail End Anchor, Type 10 Series | | | 1060 635A000 3829.000 LF | 4.00000 15316.00| 3.00000 11487.00| 5.20000 19910.80 Woven Wire Fence | | | 1070 635B002 2.000 EACH| 116.00000 232.00| 300.00000 600.00| 443.00000 886.00 Gate, 20 Feet Wide | | | 1080 637A000 1200.000 LF | 4.00000 4800.00| 3.00000 3600.00| 4.00000 4800.00 Fence Reset | | | 1090 650A000 5113.000 CUYD| 0.01000 51.13| 0.01000 51.13| 0.01000 51.13 Topsoil | | | 1100 650B000 5113.000 CUYD| 3.50000 17895.50| 1.75000 8947.75| 2.00000 10226.00 Topsoil From Stockpiles | | | 1110 651B000 54.000 TON | 38.00000 2052.00| 38.00000 2052.00| 38.00000 2052.00 Agricultural Limestone | | | 1120 651F000 4.000 TON | 100.00000 400.00| 225.00000 900.00| 100.00000 400.00 Ammonium Nitrate | | | 1130 652A054 16.000 ACRE| 340.00000 5440.00| 450.00000 7200.00| 390.00000 6240.00 Seeding (Mix 2A) | | | 1140 652A056 2.000 ACRE| 350.00000 700.00| 450.00000 900.00| 475.00000 950.00 Seeding (Mix 2E) | | | 1150 652B053 11.000 ACRE| 295.00000 3245.00| 400.00000 4400.00| 295.00000 3245.00 Temporary Seeding (Mix 2AT) | | | 1160 652C000 27.000 ACRE| 30.00000 810.00| 40.00000 1080.00| 35.00000 945.00 Mowing | | | 1170 652D054 11.000 ACRE| 295.00000 3245.00| 475.00000 5225.00| 295.00000 3245.00 Seeding In Stubble (Mix 2A) | | | 1180 654A001 1006.000 SQYD| 3.00000 3018.00| 3.50000 3521.00| 3.70000 3722.20 Solid Sodding (Bermuda) | | | 1190 656A000 27.000 ACRE| 325.00000 8775.00| 400.00000 10800.00| 450.00000 12150.00 Mulching, Class A, Type 1 | | | 1200 656A001 2.000 ACRE| 360.00000 720.00| 400.00000 800.00| 480.00000 960.00 Mulching, Class A, Type 2 | | | 1210 658A002 2.000 ACRE| 1000.00000 2000.00| 1100.00000 2200.00| 1300.00000 2600.00 Hydro-Seeding & Mulching (Mix 2E) | | | 1220 665A000 14.000 ACRE| 250.00000 3500.00| 300.00000 4200.00| 290.00000 4060.00 Temporary Seeding | | | 1230 665B000 14.000 ACRE| 250.00000 3500.00| 300.00000 4200.00| 390.00000 5460.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 665F000 280.000 EACH| 5.00000 1400.00| 5.00000 1400.00| 6.00000 1680.00 Hay Bales | | | 1250 665I000 390.000 TON | 19.50000 7605.00| 40.00000 15600.00| 22.00000 8580.00 Temporary Riprap, Class 2 | | | 1260 665J000 29256.000 LF | 0.01000 292.56| 2.20000 64363.20| 3.00000 87768.00 Silt Fence, Type A | | | 1270 665K000 40.000 CUYD| 5.00000 200.00| 12.00000 480.00| 5.00000 200.00 Drainage Sump Excavation | | | 1280 666A001 27.000 ACRE| 0.01000 0.27| 25.00000 675.00| 15.00000 405.00 Pest Control Treatment | | | 1290 667A000 27.000 ACRE| 0.01000 0.27| 45.00000 1215.00| 38.00000 1026.00 Fire Ant Control Treatment (Maximum Bid | | | Limited To $50.00 Per Acre) | | | 1300 680A000 LUMP| 75000.00000 75000.00| 94000.00000 94000.00| 54000.00000 54000.00 Engineering Controls | | | 1310 701C000 6.000 MILE| 280.00000 1680.00| 270.00000 1620.00| 280.00000 1680.00 Broken Temporary Traffic Stripe | | | 1320 701C001 18.000 MILE| 320.00000 5760.00| 280.00000 5040.00| 320.00000 5760.00 Solid Temporary Traffic Stripe | | | 1330 701C006 1.000 MILE| 5800.00000 5800.00| 3900.00000 3900.00| 5800.00000 5800.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1340 701D007 6.000 MILE| 1300.00000 7800.00| 1172.00000 7032.00| 1300.00000 7800.00 Solid Traffic Stripe Removed (Paint) | | | 1350 701D009 1.000 MILE| 750.00000 750.00| 1172.00000 1172.00| 750.00000 750.00 Solid Traffic Stripe Removed (Tape) | | | 1360 701G121 680.000 LF | 1.31000 890.80| 1.85000 1258.00| 1.31000 890.80 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1370 701G125 680.000 LF | 3.05000 2074.00| 3.80000 2584.00| 3.05000 2074.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1380 701G133 680.000 LF | 3.16000 2148.80| 3.81000 2590.80| 3.16000 2148.80 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1390 702A040 6.000 MILE| 2100.00000 12600.00| 1950.00000 11700.00| 2100.00000 12600.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 702A041 7.000 MILE| 4300.00000 30100.00| 3800.00000 26600.00| 4300.00000 30100.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1410 702A043 6.000 MILE| 4300.00000 25800.00| 3850.00000 23100.00| 4300.00000 25800.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1420 702B011 5086.000 LF | 1.60000 8137.60| 1.65000 8391.90| 1.60000 8137.60 Dotted Profiled Traffic Stripe (6" Wide | | | 1430 703A002 10220.000 SQFT| 1.60000 16352.00| 2.15000 21973.00| 1.60000 16352.00 Traffic Control Markings, Class 2, Type | | | A | | | 1440 703B002 878.000 SQFT| 2.00000 1756.00| 2.85000 2502.30| 2.00000 1756.00 Traffic Control Legends, Class 2, Type | | | 1450 703C000 329.000 SQFT| 2.50000 822.50| 2.00000 658.00| 2.50000 822.50 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1460 703D001 192.000 SQFT| 1.00000 192.00| 1.35000 259.20| 1.00000 192.00 Temporary Traffic Control Markings | | | 1470 703E001 137.000 SQFT| 1.00000 137.00| 1.25000 171.25| 1.00000 137.00 Temporary Traffic Control Legends | | | 1480 705A023 357.000 EACH| 4.00000 1428.00| 5.50000 1963.50| 4.00000 1428.00 Pavement Markers, Class C, Type 2-D | | | 1490 705A030 16.000 EACH| 4.90000 78.40| 5.50000 88.00| 4.90000 78.40 Pavement Markers, Class A-H, Type 2-C | | | 1500 705A031 408.000 EACH| 4.50000 1836.00| 5.00000 2040.00| 4.50000 1836.00 Pavement Markers, Class A-H, Type 1-A | | | 1510 705A032 68.000 EACH| 4.50000 306.00| 5.00000 340.00| 4.50000 306.00 Pavement Markers, Class A-H, Type 1-B | | | 1520 705A037 55.000 EACH| 4.90000 269.50| 5.00000 275.00| 4.90000 269.50 Pavement Markers, Class A-H, Type 2-D | | | 1530 707B003 2.000 EACH| 150.00000 300.00| 159.57000 319.14| 150.00000 300.00 Type A Hazard Marker Installation | | | 1540 710A115 132.000 SQFT| 13.50000 1782.00| 14.36000 1895.52| 13.50000 1782.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1550 710B001 168.000 LF | 5.00000 840.00| 5.31000 892.08| 5.00000 840.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1560 726A000 1850.000 LF | 24.00000 44400.00| 24.00000 44400.00| 25.00000 46250.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1570 726A001 40.000 LF | 50.00000 2000.00| 50.00000 2000.00| 100.00000 4000.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1580 726D025 4.000 EACH| 7500.00000 30000.00| 7500.00000 30000.00| 14000.00000 56000.00 Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1590 730C000 LUMP| 5000.00000 5000.00| 5319.15000 5319.15| 5000.00000 5000.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 31 at Teague | | | Rd.) | | | 1600 730C001 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 5000.00000 5000.00 Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 331 at | | | Teague Rd.) | | | 1610 730G002 3.000 EACH| 4000.00000 12000.00| 5000.00000 15000.00| 4000.00000 12000.00 Concrete Traffic Signal Strain Pole | | | 1620 730L003 80.000 LF | 3.00000 240.00| 3.00000 240.00| 3.00000 240.00 1", Non-Metallic, Conduit | | | 1630 730L007 120.000 LF | 4.00000 480.00| 4.00000 480.00| 4.00000 480.00 3", Non-Metallic, Conduit | | | 1640 730N010 8.000 EACH| 1000.00000 8000.00| 1000.00000 8000.00| 1000.00000 8000.00 Luminaire Extension Assembly, 12' | | | 1650 730P022 9.000 EACH| 700.00000 6300.00| 700.00000 6300.00| 700.00000 6300.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1660 730P023 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 1000.00000 2000.00 Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 1670 730P024 3.000 EACH| 1200.00000 3600.00| 1200.00000 3600.00| 1200.00000 3600.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1680 730R022 2.000 EACH| 7000.00000 14000.00| 8000.00000 16000.00| 7000.00000 14000.00 Controller Assembly, Type III, 8 Phase | | | 1690 730T000 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 200.00000 400.00 Wood Pole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14001 |( 2 ) 30013 |( 3 ) 14003 |NEWELL ROADBUILDERS, INC. |S. A. GRAHAM & S.E. CHEROK |W. S. NEWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 730U005 LUMP| 24000.00000 24000.00| 26000.00000 26000.00| 24000.00000 24000.00 Furnishing And Installing Video | | | Detection System (U.S.Highway 31 at | | | Teague Rd.) | | | 1710 730U007 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| 30000.00000 30000.00 Furnishing And Installing Video | | | Detection System (U.S. Highway 331 at | | | Teague Rd.) | | | 1720 740B000 2343.000 SQFT| 7.00000 16401.00| 8.51000 19938.93| 7.00000 16401.00 Construction Signs | | | 1730 740D000 506.000 EACH| 58.00000 29348.00| 55.31000 27986.86| 30.00000 15180.00 Channelizing Drums | | | 1740 740E000 50.000 EACH| 25.00000 1250.00| 9.00000 450.00| 0.01000 0.50 Cones (36 Inches High) | | | 1750 740F002 15.000 EACH| 160.00000 2400.00| 164.89000 2473.35| 150.00000 2250.00 Barricades, Type III | | | 1760 740I005 6.000 EACH| 375.00000 2250.00| 468.09000 2808.54| 375.00000 2250.00 Warning Lights, Type B (Detachable Head | | | 1770 740M001 50.000 EACH| 15.00000 750.00| 5.00000 250.00| 0.01000 0.50 Ballast For Cone | | | 1780 741C010 4.000 EACH| 500.00000 2000.00| 4500.00000 18000.00| 2500.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1790 742A001 2.000 EACH| 14000.00000 28000.00| 8000.00000 16000.00| 7500.00000 15000.00 Portable Changeable Message Sign, Type | | | 1800 999 000 5250.000 HOUR| 0.80000 4200.00| 0.80000 4200.00| 0.80000 4200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,434,836.01| $ 7,723,982.62| $ 7,785,424.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,434,836.01| $ 7,723,982.62| $ 7,785,424.06 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 510000.00000 510000.00| | Clearing & Grubbing (Approximately 65 | | | Acres) | | | 0020 206A000 LUMP| 100000.00000 100000.00| | Removal Of Old Bridge, Station 93+38.10 | | | 0030 206A001 LUMP| 35000.00000 35000.00| | Removal Of Old Bridge, Station 193+25.6 | | | 0040 206C002 174.000 SQYD| 6.00000 1044.00| | Removing Concrete Slope Paving | | | 0050 206D000 310.000 LF | 3.00000 930.00| | Removing Pipe | | | 0060 206D001 338.000 LF | 2.00000 676.00| | Removing Guardrail | | | 0070 206E001 3.000 EACH| 250.00000 750.00| | Removing Inlets | | | 0080 206E008 22.000 EACH| 100.00000 2200.00| | Removing Guardrail End Anchor (All Type | | | 0090 210A000 12330.000 CUYD| 2.75000 33907.50| | Unclassified Excavation | | | 0100 210D000 202996.000 CUYD| 3.75000 761235.00| | Borrow Excavation | | | 0110 214A000 3118.000 CUYD| 3.00000 9354.00| | Structure Excavation | | | 0120 214B001 1071.000 CUYD| 24.00000 25704.00| | Foundation Backfill, Commercial | | | 0130 215A000 428.000 CUYD| 10.00000 4280.00| | Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 15000.00000 15000.00| | Cofferdams Or Sheeting And Shoring Sta. | | | 93+67.942 | | | 0150 215B001 LUMP| 15000.00000 15000.00| | Cofferdams Or Sheeting And Shoring, Sta | | | 93+30.378 | | | 0160 232A018 177604.000 SQYD| 1.70000 301926.80| | Lime Stabilization, Class 2, 12 Inches | | | Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 232B000 3358.000 TON | 87.00000 292146.00| | Lime | | | 0180 243A010 12283.000 SQYD| 2.85000 35006.55| | Geosynthetic Reinforcement | | | 0190 301A016 191738.000 SQYD| 5.95000 1140841.10| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | 0200 401A000 87353.000 SQYD| 0.32000 27952.96| | Bituminous Treatment A | | | 0210 405A000 22001.000 GAL | 0.73000 16060.73| | Tack Coat | | | 0220 410C000 1.000 EACH| 1600.00000 1600.00| | Contractor Retained Profilograph | | | 0230 420A011 4053.000 TON | 46.61000 188910.33| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0240 424A361 9493.000 TON | 26.39000 250520.27| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424B651 13639.000 TON | 25.20000 343702.80| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0260 424B681 13612.000 TON | 23.54000 320426.48| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424B685 100.000 TON | 62.36000 6236.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B689 3000.000 TON | 23.88000 71640.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0290 424C360 10903.000 TON | 23.22000 253167.66| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 428B000 50402.000 LF | 0.05000 2520.10| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0310 430B040 2000.000 TON | 17.50000 35000.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0320 450B000 304.000 SQYD| 54.00000 16416.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0330 502A000 112800.000 LB | 0.75000 84600.00| | Steel Reinforcement | | | 0340 502B000 LUMP| 85000.00000 85000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta.93+67.942, WBL, | | | Approx. 109,500 lbs. | | | 0350 502B001 LUMP| 85000.00000 85000.00| | Steel Reinforcement For Bridge | | | Superstructure Sta. 93+30.378, EBL, | | | Approx. 109,500 lbs | | | 0360 505M000 2865.000 LF | 21.00000 60165.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0370 505M002 3935.000 LF | 25.00000 98375.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0380 507A000 4.000 EACH| 3000.00000 12000.00| | Wire Rope Abutment Anchor Assembly | | | 0390 508A000 10100.000 LB | 5.00000 50500.00| | Structural Steel | | | 0400 510A000 657.000 CUYD| 400.00000 262800.00| | Bridge Substructure Concrete, Class A | | | 0410 510C051 LUMP| 243000.00000 243000.00| | Bridge Concrete Superstructure, Sta. | | | 93+67.942, WBL, Approx. 607 cu. yds | | | 0420 510C052 LUMP| 243000.00000 243000.00| | Bridge Concrete Superstructure, Sta. | | | 93+30.378, EBL, Approx. 607 cu. yds | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 510E000 3020.000 SQYD| 3.00000 9060.00| | Grooving Concrete Bridge Decks | | | 0440 511A000 98.000 EACH| 50.00000 4900.00| | Elastomeric Bearings, Type 1 | | | 0450 511A001 28.000 EACH| 200.00000 5600.00| | Elastomeric Bearings, Type 2 | | | 0460 511A004 84.000 EACH| 200.00000 16800.00| | Elastomeric Bearings, Type 4 | | | 0470 512A010 2.000 EACH| 5750.00000 11500.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-9 3/4" Deep x 46'-3" | | | 0480 512A011 2.000 EACH| 5750.00000 11500.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'- 9 1/8" Deep x 44'-3" | | | 0490 512B014 1.000 EACH| 5500.00000 5500.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide x 1'-9 1/4" Deep x 44'-6" | | | 0500 512B015 2.000 EACH| 4750.00000 9500.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide x 2'-0" Deep x 44'-1 1/2" | | | 0510 512C004 29.000 EACH| 2200.00000 63800.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0520 512C007 6.000 EACH| 2500.00000 15000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0530 512D002 4.000 EACH| 3000.00000 12000.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0540 512D005 2.000 EACH| 2050.00000 4100.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0550 512E011 16.000 EACH| 500.00000 8000.00| | Precast Concrete Abutment Panels, Type | | | A2, 6'-1" Long | | | 0560 512E012 8.000 EACH| 600.00000 4800.00| | Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 512E020 4.000 EACH| 600.00000 2400.00| | Precast Concrete Abutment Panels, Type | | | A A 2, 6'-4" Long | | | 0580 512F001 8.000 EACH| 600.00000 4800.00| | Precast Concrete Wing Panels, Type W2 | | | 0590 512G000 4.000 EACH| 550.00000 2200.00| | Precast Concrete Abutment Wing Cap Pane | | | 0600 513B015 1496.000 LF | 90.00000 134640.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0610 513B029 3200.000 LF | 110.00000 352000.00| | Pretensioned-Prestressed Concrete | | | Girders,Type BT-54 Modified(Speciality | | | Item) | | | 0620 520A000 LUMP| 29090.00000 29090.00| | Repairs To Existing Bridge, Station | | | 193+25.68 | | | 0630 530A001 1014.000 LF | 18.00000 18252.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0640 530A003 72.000 LF | 32.00000 2304.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0650 530A102 250.000 LF | 25.00000 6250.00| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0660 530A103 144.000 LF | 36.00000 5184.00| | 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0670 530A905 76.000 LF | 42.00000 3192.00| | 48" Roadway Pipe (14 Gauge C.C.M.) | | | 0680 530A906 232.000 LF | 46.00000 10672.00| | 54" Roadway Pipe (14 Gauge C.C.M.) | | | 0690 530A929 108.000 LF | 40.00000 4320.00| | 36" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | 0700 530A931 8.000 LF | 75.00000 600.00| | 48" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 530B000 502.000 LF | 27.00000 13554.00| | 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0720 530B004 1163.000 LF | 65.00000 75595.00| | 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0730 535A001 220.000 LF | 13.00000 2860.00| | 18" Side Drain Pipe | | | 0740 600A000 LUMP| 400000.00000 400000.00| | Mobilization | | | 0750 601A000 1.000 EACH| 7500.00000 7500.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0760 602A000 18.000 EACH| 80.00000 1440.00| | Right Of Way Markers | | | 0770 606A000 300.000 LF | 12.00000 3600.00| | 6" Underdrain Pipe | | | 0780 609A000 1805.000 SQYD| 8.00000 14440.00| | Aggregate Slope Protection | | | 0790 609B000 1805.000 SQYD| 2.25000 4061.25| | Geotextile Filter For Aggregate Slope | | | Protection | | | 0800 610C001 3138.000 TON | 23.00000 72174.00| | Loose Riprap, Class 2 | | | 0810 610D003 3486.000 SQYD| 1.65000 5751.90| | Filter Blanket, Geotextile | | | 0820 614A000 606.000 CUYD| 180.00000 109080.00| | Slope Paving | | | 0830 619A002 12.000 EACH| 450.00000 5400.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0840 619A003 4.000 EACH| 600.00000 2400.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0850 619A004 4.000 EACH| 750.00000 3000.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0860 619A005 1.000 EACH| 850.00000 850.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0870 619A007 1.000 EACH| 1200.00000 1200.00| | 48" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 619A101 4.000 EACH| 450.00000 1800.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0890 619A232 2.000 EACH| 3103.00000 6206.00| | 54" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0900 619B015 7.000 EACH| 450.00000 3150.00| | 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0910 619B284 2.000 EACH| 2050.00000 4100.00| | 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | 0920 620A000 3.000 CUYD| 750.00000 2250.00| | Minor Structure Concrete | | | 0930 621A004 1.000 EACH| 2500.00000 2500.00| | Junction Boxes, Type 4 | | | 0940 621A005 7.000 EACH| 1800.00000 12600.00| | Junction Boxes, Type 1 | | | 0950 621A034 1.000 EACH| 4950.00000 4950.00| | Junction Boxes, Type 4 (Modified) | | | 0960 621B005 1.000 EACH| 500.00000 500.00| | Junction Box Units, Type 1 | | | 0970 621C001 2.000 EACH| 1800.00000 3600.00| | Inlets, Type B | | | 0980 621C008 2.000 EACH| 2800.00000 5600.00| | Inlets, Type E | | | 0990 621C019 7.000 EACH| 1800.00000 12600.00| | Inlets, Type X | | | 1000 621C020 12.000 EACH| 1500.00000 18000.00| | Inlets, Type Y | | | 1010 621D019 14.000 EACH| 450.00000 6300.00| | Inlet Units, Type Y | | | 1020 630A001 3169.000 LF | 11.00000 34859.00| | Steel Beam Guardrail, Class A, Type 2 | | | 1030 630C001 5.000 EACH| 500.00000 2500.00| | Guardrail End Anchor, Type 8 | | | 1040 630C003 16.000 EACH| 925.00000 14800.00| | Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 630C070 21.000 EACH| 1150.00000 24150.00| | Guardrail End Anchor, Type 10 Series | | | 1060 635A000 3829.000 LF | 4.00000 15316.00| | Woven Wire Fence | | | 1070 635B002 2.000 EACH| 116.00000 232.00| | Gate, 20 Feet Wide | | | 1080 637A000 1200.000 LF | 5.50000 6600.00| | Fence Reset | | | 1090 650A000 5113.000 CUYD| 4.00000 20452.00| | Topsoil | | | 1100 650B000 5113.000 CUYD| 4.00000 20452.00| | Topsoil From Stockpiles | | | 1110 651B000 54.000 TON | 38.00000 2052.00| | Agricultural Limestone | | | 1120 651F000 4.000 TON | 100.00000 400.00| | Ammonium Nitrate | | | 1130 652A054 16.000 ACRE| 390.00000 6240.00| | Seeding (Mix 2A) | | | 1140 652A056 2.000 ACRE| 475.00000 950.00| | Seeding (Mix 2E) | | | 1150 652B053 11.000 ACRE| 295.00000 3245.00| | Temporary Seeding (Mix 2AT) | | | 1160 652C000 27.000 ACRE| 35.00000 945.00| | Mowing | | | 1170 652D054 11.000 ACRE| 295.00000 3245.00| | Seeding In Stubble (Mix 2A) | | | 1180 654A001 1006.000 SQYD| 3.70000 3722.20| | Solid Sodding (Bermuda) | | | 1190 656A000 27.000 ACRE| 450.00000 12150.00| | Mulching, Class A, Type 1 | | | 1200 656A001 2.000 ACRE| 480.00000 960.00| | Mulching, Class A, Type 2 | | | 1210 658A002 2.000 ACRE| 1300.00000 2600.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 1220 665A000 14.000 ACRE| 290.00000 4060.00| | Temporary Seeding | | | 1230 665B000 14.000 ACRE| 390.00000 5460.00| | Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 665F000 280.000 EACH| 5.00000 1400.00| | Hay Bales | | | 1250 665I000 390.000 TON | 24.00000 9360.00| | Temporary Riprap, Class 2 | | | 1260 665J000 29256.000 LF | 2.50000 73140.00| | Silt Fence, Type A | | | 1270 665K000 40.000 CUYD| 10.00000 400.00| | Drainage Sump Excavation | | | 1280 666A001 27.000 ACRE| 14.81000 399.87| | Pest Control Treatment | | | 1290 667A000 27.000 ACRE| 38.00000 1026.00| | Fire Ant Control Treatment (Maximum Bid | | | Limited To $50.00 Per Acre) | | | 1300 680A000 LUMP| 129000.00000 129000.00| | Engineering Controls | | | 1310 701C000 6.000 MILE| 270.00000 1620.00| | Broken Temporary Traffic Stripe | | | 1320 701C001 18.000 MILE| 280.00000 5040.00| | Solid Temporary Traffic Stripe | | | 1330 701C006 1.000 MILE| 3900.00000 3900.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1340 701D007 6.000 MILE| 1172.00000 7032.00| | Solid Traffic Stripe Removed (Paint) | | | 1350 701D009 1.000 MILE| 1172.00000 1172.00| | Solid Traffic Stripe Removed (Tape) | | | 1360 701G121 680.000 LF | 1.85000 1258.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1370 701G125 680.000 LF | 3.80000 2584.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1380 701G133 680.000 LF | 3.81000 2590.80| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1390 702A040 6.000 MILE| 1950.00000 11700.00| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 702A041 7.000 MILE| 3800.00000 26600.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1410 702A043 6.000 MILE| 3850.00000 23100.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1420 702B011 5086.000 LF | 1.65000 8391.90| | Dotted Profiled Traffic Stripe (6" Wide | | | 1430 703A002 10220.000 SQFT| 2.15000 21973.00| | Traffic Control Markings, Class 2, Type | | | A | | | 1440 703B002 878.000 SQFT| 2.85000 2502.30| | Traffic Control Legends, Class 2, Type | | | 1450 703C000 329.000 SQFT| 2.00000 658.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1460 703D001 192.000 SQFT| 1.35000 259.20| | Temporary Traffic Control Markings | | | 1470 703E001 137.000 SQFT| 1.25000 171.25| | Temporary Traffic Control Legends | | | 1480 705A023 357.000 EACH| 5.50000 1963.50| | Pavement Markers, Class C, Type 2-D | | | 1490 705A030 16.000 EACH| 5.50000 88.00| | Pavement Markers, Class A-H, Type 2-C | | | 1500 705A031 408.000 EACH| 5.00000 2040.00| | Pavement Markers, Class A-H, Type 1-A | | | 1510 705A032 68.000 EACH| 5.00000 340.00| | Pavement Markers, Class A-H, Type 1-B | | | 1520 705A037 55.000 EACH| 5.00000 275.00| | Pavement Markers, Class A-H, Type 2-D | | | 1530 707B003 2.000 EACH| 200.00000 400.00| | Type A Hazard Marker Installation | | | 1540 710A115 132.000 SQFT| 20.00000 2640.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1550 710B001 168.000 LF | 10.00000 1680.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1560 726A000 1850.000 LF | 24.00000 44400.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1570 726A001 40.000 LF | 50.00000 2000.00| | Portable Concrete Safety Barriers, Type | | | 6-A | | | 1580 726D025 4.000 EACH| 7500.00000 30000.00| | Portable Impact Attenuator Assembly | | | (Unidirectional, TL-3) | | | 1590 730C000 LUMP| 5000.00000 5000.00| | Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 31 at Teague | | | Rd.) | | | 1600 730C001 LUMP| 5000.00000 5000.00| | Furnishing And Installing Traffic | | | Control Unit (U.S. Highway 331 at | | | Teague Rd.) | | | 1610 730G002 3.000 EACH| 4000.00000 12000.00| | Concrete Traffic Signal Strain Pole | | | 1620 730L003 80.000 LF | 3.00000 240.00| | 1", Non-Metallic, Conduit | | | 1630 730L007 120.000 LF | 4.00000 480.00| | 3", Non-Metallic, Conduit | | | 1640 730N010 8.000 EACH| 1000.00000 8000.00| | Luminaire Extension Assembly, 12' | | | 1650 730P022 9.000 EACH| 700.00000 6300.00| | Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1660 730P023 2.000 EACH| 1000.00000 2000.00| | Vehicular Signal Head, 12 Inch, 4 | | | Section, Type LED | | | 1670 730P024 3.000 EACH| 1200.00000 3600.00| | Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1680 730R022 2.000 EACH| 7000.00000 14000.00| | Controller Assembly, Type III, 8 Phase | | | 1690 730T000 2.000 EACH| 200.00000 400.00| | Wood Pole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/09/02 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020809001 COUNTIES : MONTGOMERY LETTING DATE : 08/09/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04014 |( ) |( ) |DUBOSE CONSTRUCTION, L.L.C. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1700 730U005 LUMP| 24000.00000 24000.00| | Furnishing And Installing Video | | | Detection System (U.S.Highway 31 at | | | Teague Rd.) | | | 1710 730U007 LUMP| 30000.00000 30000.00| | Furnishing And Installing Video | | | Detection System (U.S. Highway 331 at | | | Teague Rd.) | | | 1720 740B000 2343.000 SQFT| 8.00000 18744.00| | Construction Signs | | | 1730 740D000 506.000 EACH| 52.00000 26312.00| | Channelizing Drums | | | 1740 740E000 50.000 EACH| 15.00000 750.00| | Cones (36 Inches High) | | | 1750 740F002 15.000 EACH| 155.00000 2325.00| | Barricades, Type III | | | 1760 740I005 6.000 EACH| 440.00000 2640.00| | Warning Lights, Type B (Detachable Head | | | 1770 740M001 50.000 EACH| 10.00000 500.00| | Ballast For Cone | | | 1780 741C010 4.000 EACH| 4300.00000 17200.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1790 742A001 2.000 EACH| 10250.00000 20500.00| | Portable Changeable Message Sign, Type | | | 1800 999 000 5250.000 HOUR| 0.80000 4200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 8,419,306.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,419,306.45| $ 0.00| $ ====================================================================================================================================