ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 12/01/04 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : ACNHF-102(501) for constructing the Additional Lanes (Including Grade, Drainage, Pavement, Bridge, Bridge Culvert, UST Removal and Signing) on S.R.#21 from S.R.#76 at Winterboro to S.R.#275. Length 7.809 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14003 W. S. NEWELL, INC. $ 15,999,993.17 100.0000% 2 01018 APAC-ALABAMA, INC. $ 16,896,314.35 105.6020% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 17,886,852.60 111.7929% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 573444.00000 573444.00| 523000.00000 523000.00| 550000.00000 550000.00 Clearing & Grubbing (Approximately 140 | | | acres) | | | 0020 204A000 2.000 EACH| 500.00000 1000.00| 420.00000 840.00| 6000.00000 12000.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 6500.00000 6500.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 2 | | | 0050 205A004 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 6 | | | 0080 205A010 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 10 | | | 0090 205A011 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 11 | | | 0100 205A012 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 12 | | | 0110 205A015 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 15 | | | 0120 205A017 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 17 | | | 0130 205A023 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 23 | | | 0140 205A024 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 24 | | | 0150 205A031 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 31 | | | 0160 205A032 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal of Structures, Structure No. 32 | | | 0170 205A033 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal of Structures, Structure No. 33 | | | 0180 205A034 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal of Structures, Structure No. 34 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A035 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal of Structures, Structure No. 35 | | | 0200 205A037 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal of Structures, Structure No. 37 | | | 0210 205A038 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal of Structures, Structure No. 38 | | | 0220 205A039 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal of Structures, Structure No. 39 | | | 0230 205A040 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal of Structures, Structure No. 40 | | | 0240 205A041 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal of Structures, Structure No. 41 | | | 0250 205A042 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 42 | | | 0260 205A043 1.000 EACH| 200.00000 200.00| 399.00000 399.00| 500.00000 500.00 Removal Of Structures, Structure No. 43 | | | 0270 205B001 1.000 EACH| 65000.00000 65000.00| 68171.25000 68171.25| 40000.00000 40000.00 Relocation Of Structures, Structure No. | | | 36 | | | 0280 206B000 LUMP| 5000.00000 5000.00| 3150.00000 3150.00| 3500.00000 3500.00 Removal Of Old Box Culvert, Station | | | 583+00 LT | | | 0290 206B001 LUMP| 3000.00000 3000.00| 2100.00000 2100.00| 1500.00000 1500.00 Removal Of Old Box Culvert, Station | | | 680+00 LT | | | 0300 206B002 LUMP| 4000.00000 4000.00| 3150.00000 3150.00| 3000.00000 3000.00 Removal Of Old Box Culvert, Station | | | 683+00 LT | | | 0310 206B003 LUMP| 500.00000 500.00| 1050.00000 1050.00| 3500.00000 3500.00 Removal Of Old Box Culvert, Station | | | 740+00 LT | | | 0320 206B004 LUMP| 4000.00000 4000.00| 2625.00000 2625.00| 6000.00000 6000.00 Removal Of Old Box Culvert, Station | | | 747+50 LT | | | 0330 206B005 LUMP| 3500.00000 3500.00| 2625.00000 2625.00| 6000.00000 6000.00 Removal Of Old Box Culvert, Station | | | 811+30 RT | | | 0340 206B006 LUMP| 4000.00000 4000.00| 7875.00000 7875.00| 6500.00000 6500.00 Removal Of Old Box Culvert, Station | | | 836+77 RT | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 206B007 LUMP| 2000.00000 2000.00| 2625.00000 2625.00| 6000.00000 6000.00 Removal Of Old Box Culvert, Station | | | 849+50 RT | | | 0360 206B008 LUMP| 4500.00000 4500.00| 3150.00000 3150.00| 4000.00000 4000.00 Removal Of Old Box Culvert, Station | | | 868+00 RT | | | 0370 206B009 LUMP| 3000.00000 3000.00| 2625.00000 2625.00| 3500.00000 3500.00 Removal Of Old Box Culvert, Station | | | 889+00 RT | | | 0380 206B010 LUMP| 0.01000 0.01| 6300.00000 6300.00| 4000.00000 4000.00 Removal Of Old Box Culvert, Station | | | 955+50 RT | | | 0390 206C001 2852.000 SQYD| 3.00000 8556.00| 6.30000 17967.60| 20.00000 57040.00 Removing Concrete Pavement | | | 0400 206D000 2242.000 LF | 5.00000 11210.00| 5.51000 12353.42| 7.00000 15694.00 Removing Pipe | | | 0410 206D022 279.000 LF | 10.00000 2790.00| 26.25000 7323.75| 50.00000 13950.00 Removing Retaining Wall | | | 0420 206E000 100.000 EACH| 125.00000 12500.00| 472.50000 47250.00| 150.00000 15000.00 Removing Headwalls | | | 0430 210A000 685607.000 CUYD| 2.40000 1645456.80| 2.42000 1659168.94| 2.00000 1371214.00 Unclassified Excavation | | | 0440 210D000 28979.000 CUYD| 4.00000 115916.00| 5.51000 159674.29| 4.50000 130405.50 Borrow Excavation | | | 0450 214A000 18936.000 CUYD| 5.00000 94680.00| 6.13000 116077.68| 8.50000 160956.00 Structure Excavation | | | 0460 214B001 819.000 CUYD| 24.00000 19656.00| 24.81000 20319.39| 18.00000 14742.00 Foundation Backfill, Commercial | | | 0470 231B001 56410.000 TON | 13.00000 733330.00| 8.00000 451280.00| 13.50000 761535.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0480 250B000 645.000 CUYD| 65.00000 41925.00| 66.49000 42886.05| 69.55000 44859.75 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0490 250C000 9.000 EACH| 4000.00000 36000.00| 3035.30000 27317.70| 3745.00000 33705.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0500 250N000 59000.000 GAL | 1.00000 59000.00| 0.25000 14750.00| 1.07000 63130.00 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 301A004 4480.000 SQYD| 3.60000 16128.00| 4.91000 21996.80| 3.50000 15680.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0520 301A012 231061.000 SQYD| 3.85000 889584.85| 4.50000 1039774.50| 4.25000 982009.25 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0530 301A016 117806.000 SQYD| 4.49000 528948.94| 5.01000 590208.06| 4.75000 559578.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | 0540 306E000 1.000 EACH| 7000.00000 7000.00| 7631.57000 7631.57| 7500.00000 7500.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0550 327E000 30749.000 TON | 22.75000 699539.75| 25.26000 776719.74| 22.75000 699539.75 Permeable Asphalt Treated Base | | | 0560 401A043 159419.000 SQYD| 1.00000 159419.00| 0.60000 95651.40| 1.00000 159419.00 Bituminous Treatment AE | | | 0570 401B100 103096.000 SQYD| 0.62000 63919.52| 0.57000 58764.72| 0.62000 63919.52 Bituminous Treatment E (With Polymer | | | Additive) | | | 0580 401B108 90621.000 SQYD| 0.75000 67965.75| 0.63000 57091.23| 0.75000 67965.75 Bituminous Treatment G (With Polymer | | | Additive) | | | 0590 405A000 17640.000 GAL | 1.05000 18522.00| 1.08000 19051.20| 1.05000 18522.00 Tack Coat | | | 0600 408A052 2842.000 SQYD| 3.25000 9236.50| 1.67000 4746.14| 3.25000 9236.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0610 410A002 1.000 EACH| 25000.00000 25000.00| 29402.47000 29402.47| 25000.00000 25000.00 Profilograph | | | 0620 424A360 16500.000 TON | 34.50000 569250.00| 31.84000 525360.00| 34.50000 569250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0630 424A366 100.000 TON | 42.50000 4250.00| 103.87000 10387.00| 42.50000 4250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0640 424B651 41998.000 TON | 26.12000 1096987.76| 27.68000 1162504.64| 26.12000 1096987.76 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 424B681 2523.000 TON | 28.50000 71905.50| 31.15000 78591.45| 28.50000 71905.50 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0660 424B682 26905.000 TON | 25.60000 688768.00| 26.24000 705987.20| 25.60000 688768.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0670 424B685 100.000 TON | 90.00000 9000.00| 100.67000 10067.00| 90.00000 9000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0680 424B689 500.000 TON | 39.00000 19500.00| 55.22000 27610.00| 39.00000 19500.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0690 424B693 308.000 TON | 38.75000 11935.00| 55.57000 17115.56| 38.75000 11935.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0700 430B005 2500.000 TON | 13.50000 33750.00| 18.90000 47250.00| 25.00000 62500.00 Aggregate Surfacing (ALDOT #410) | | | 0710 450B000 107.000 SQYD| 60.00000 6420.00| 68.25000 7302.75| 65.00000 6955.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0720 502A000 342635.000 LB | 0.46000 157612.10| 0.48000 164464.80| 0.50000 171317.50 Steel Reinforcement | | | 0730 502B000 LUMP| 47000.00000 47000.00| 52500.00000 52500.00| 42000.00000 42000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 942+30, APPROX. | | | 98985 LBS. | | | 0740 505G003 28.000 EACH| 90.00000 2520.00| 94.50000 2646.00| 95.00000 2660.00 Pile Points (Type A, 12") | | | 0750 505M002 960.000 LF | 30.00000 28800.00| 25.20000 24192.00| 35.00000 33600.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0760 506A000 50.000 LF | 300.00000 15000.00| 283.50000 14175.00| 121.00000 6050.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0770 506B004 72.000 LF | 1500.00000 108000.00| 1470.00000 105840.00| 620.00000 44640.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 506C043 122.000 LF | 125.00000 15250.00| 115.50000 14091.00| 100.00000 12200.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0790 506D000 40.000 LF | 310.00000 12400.00| 278.25000 11130.00| 42.00000 1680.00 Exploration Below Drilled Shaft | | | 0800 506F001 122.000 LF | 135.00000 16470.00| 126.00000 15372.00| 200.00000 24400.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0810 506G003 4.000 EACH| 1500.00000 6000.00| 1155.00000 4620.00| 1050.00000 4200.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0820 508A000 6617.000 LB | 2.15000 14226.55| 2.10000 13895.70| 2.00000 13234.00 Structural Steel | | | 0830 510A000 193.000 CUYD| 365.00000 70445.00| 367.50000 70927.50| 395.00000 76235.00 Bridge Substructure Concrete, Class A | | | 0840 510C001 LUMP| 170000.00000 170000.00| 383250.00000 383250.00| 150000.00000 150000.00 Bridge Concrete Superstructure STA. | | | 942+30, APPROX. 450 CU. YDS. | | | 0850 510E000 1344.000 SQYD| 3.00000 4032.00| 2.63000 3534.72| 2.00000 2688.00 Grooving Concrete Bridge Decks | | | 0860 511A004 36.000 EACH| 595.00000 21420.00| 840.00000 30240.00| 695.00000 25020.00 Elastomeric Bearings, Type 4 | | | 0870 513B015 1180.000 LF | 112.00000 132160.00| 105.00000 123900.00| 120.00000 141600.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0880 513B017 825.000 LF | 132.00000 108900.00| 157.50000 129937.50| 130.00000 107250.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0890 524A010 298.000 CUYD| 525.00000 156450.00| 551.25000 164272.50| 525.00000 156450.00 Culvert Concrete | | | 0900 524B011 1420.000 CUYD| 475.00000 674500.00| 498.75000 708225.00| 475.00000 674500.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0910 530A001 4928.000 LF | 18.00000 88704.00| 18.90000 93139.20| 15.00000 73920.00 18" Roadway Pipe (Class 3 R.C.) | | | 0920 530A002 5256.000 LF | 23.00000 120888.00| 23.10000 121413.60| 22.00000 115632.00 24" Roadway Pipe (Class 3 R.C.) | | | 0930 530A003 204.000 LF | 29.00000 5916.00| 29.40000 5997.60| 27.00000 5508.00 30" Roadway Pipe (Class 3 R.C.) | | | 0940 530A004 772.000 LF | 38.00000 29336.00| 37.80000 29181.60| 44.00000 33968.00 36" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 530A005 324.000 LF | 46.00000 14904.00| 45.15000 14628.60| 46.00000 14904.00 42" Roadway Pipe (Class 3 R.C.) | | | 0960 530A006 512.000 LF | 57.25000 29312.00| 54.60000 27955.20| 48.00000 24576.00 48" Roadway Pipe (Class 3 R.C.) | | | 0970 530A007 527.000 LF | 66.00000 34782.00| 68.25000 35967.75| 64.00000 33728.00 54" Roadway Pipe (Class 3 R.C.) | | | 0980 530B005 160.000 LF | 67.00000 10720.00| 60.90000 9744.00| 75.00000 12000.00 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0990 530B006 240.000 LF | 76.50000 18360.00| 79.80000 19152.00| 85.00000 20400.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 1000 535A001 1362.000 LF | 17.00000 23154.00| 17.85000 24311.70| 16.00000 21792.00 18" Side Drain Pipe | | | 1010 535A002 240.000 LF | 30.00000 7200.00| 19.95000 4788.00| 23.00000 5520.00 24" Side Drain Pipe | | | 1020 535A003 40.000 LF | 32.00000 1280.00| 28.35000 1134.00| 28.00000 1120.00 30" Side Drain Pipe | | | 1030 600A000 LUMP| 681036.00000 681036.00| 601282.50000 601282.50| 2130000.00000 2130000.00 Mobilization | | | 1040 601A000 1.000 EACH| 5000.00000 5000.00| 7370.22000 7370.22| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 1050 602A000 176.000 EACH| 85.00000 14960.00| 78.75000 13860.00| 200.00000 35200.00 Right Of Way Markers | | | 1060 603A002 1.000 EACH| 20000.00000 20000.00| 31245.04000 31245.04| 50580.00000 50580.00 Furnishing Type 3 Field Office | | | 1070 605A002 81780.000 LF | 2.45000 200361.00| 3.37000 275598.60| 2.96000 242068.80 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 1080 606A000 2000.000 LF | 15.00000 30000.00| 7.88000 15760.00| 8.00000 16000.00 6" Underdrain Pipe | | | 1090 610C001 56536.000 TON | 18.50000 1045916.00| 16.80000 949804.80| 17.00000 961112.00 Loose Riprap, Class 2 | | | 1100 610D003 42399.000 SQYD| 2.00000 84798.00| 2.10000 89037.90| 2.50000 105997.50 Filter Blanket, Geotextile | | | 1110 614A000 3835.000 CUYD| 180.00000 690300.00| 189.00000 724815.00| 180.00000 690300.00 Slope Paving | | | 1120 619A002 42.000 EACH| 600.00000 25200.00| 630.00000 26460.00| 600.00000 25200.00 18" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 619A003 36.000 EACH| 650.00000 23400.00| 682.50000 24570.00| 650.00000 23400.00 24" Roadway Pipe End Treatment, Class 1 | | | 1140 619A004 1.000 EACH| 750.00000 750.00| 787.50000 787.50| 750.00000 750.00 30" Roadway Pipe End Treatment, Class 1 | | | 1150 619A055 7.000 EACH| 900.00000 6300.00| 945.00000 6615.00| 900.00000 6300.00 36" Roadway Pipe End Treatment, Class 2 | | | 1160 619A056 3.000 EACH| 1100.00000 3300.00| 1155.00000 3465.00| 1100.00000 3300.00 42" Roadway Pipe End Treatment, Class 2 | | | 1170 619A057 6.000 EACH| 1300.00000 7800.00| 1365.00000 8190.00| 1300.00000 7800.00 48" Roadway Pipe End Treatment, Class 2 | | | 1180 619A058 7.000 EACH| 1750.00000 12250.00| 1837.50000 12862.50| 1750.00000 12250.00 54" Roadway Pipe End Treatment, Class 2 | | | 1190 619A101 72.000 EACH| 600.00000 43200.00| 630.00000 45360.00| 600.00000 43200.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 1200 619A102 12.000 EACH| 650.00000 7800.00| 682.50000 8190.00| 650.00000 7800.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 1210 619A103 2.000 EACH| 800.00000 1600.00| 840.00000 1680.00| 800.00000 1600.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 1220 619B070 2.000 EACH| 2200.00000 4400.00| 2310.00000 4620.00| 2200.00000 4400.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 1230 619B071 2.000 EACH| 2500.00000 5000.00| 2625.00000 5250.00| 2500.00000 5000.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 1240 620A000 5.000 CUYD| 500.00000 2500.00| 920.71000 4603.55| 600.00000 3000.00 Minor Structure Concrete | | | 1250 621A000 10.000 EACH| 2000.00000 20000.00| 2100.00000 21000.00| 2000.00000 20000.00 Junction Boxes, Type 1, 1P Or 5 | | | 1260 621A001 6.000 EACH| 2000.00000 12000.00| 2100.00000 12600.00| 2500.00000 15000.00 Junction Boxes, Type 1, 2P Or 5 | | | 1270 621A004 3.000 EACH| 4000.00000 12000.00| 4200.00000 12600.00| 4000.00000 12000.00 Junction Boxes, Type 4 | | | 1280 621B004 2.000 EACH| 800.00000 1600.00| 840.00000 1680.00| 800.00000 1600.00 Junction Box Units, Type 4 | | | 1290 621B014 4.000 EACH| 500.00000 2000.00| 525.00000 2100.00| 500.00000 2000.00 Junction Box Units, Type 1 Or 2P | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1300 621C020 84.000 EACH| 2000.00000 168000.00| 2100.00000 176400.00| 2000.00000 168000.00 Inlets, Type Y | | | 1310 621C040 1.000 EACH| 1750.00000 1750.00| 1837.50000 1837.50| 1750.00000 1750.00 Inlets, Type B | | | 1320 621D019 91.000 EACH| 450.00000 40950.00| 472.50000 42997.50| 450.00000 40950.00 Inlet Units, Type Y | | | 1330 621I000 1.000 EACH| 5000.00000 5000.00| 5250.00000 5250.00| 5000.00000 5000.00 Stilling Basins, Type 00 | | | 1340 621I001 2.000 EACH| 7500.00000 15000.00| 7875.00000 15750.00| 7500.00000 15000.00 Stilling Basins, Type 1 | | | 1350 621I002 2.000 EACH| 9500.00000 19000.00| 15735.55000 31471.10| 9500.00000 19000.00 Stilling Basins, Type 2 | | | 1360 623B001 10342.000 LF | 19.25000 199083.50| 20.21000 209011.82| 19.25000 199083.50 Concrete Curb, Type N Special | | | 1370 630A001 1700.000 LF | 12.00000 20400.00| 12.60000 21420.00| 22.50000 38250.00 Steel Beam Guardrail, Class A, Type 2 | | | 1380 630A011 150.000 LF | 12.00000 1800.00| 12.60000 1890.00| 22.50000 3375.00 Steel Beam Guardrail, Class A, Type 1 | | | (Temporary) | | | 1390 630C003 2.000 EACH| 950.00000 1900.00| 997.50000 1995.00| 1200.00000 2400.00 Guardrail End Anchor, Type 13 | | | 1400 630C010 2.000 EACH| 1200.00000 2400.00| 1260.00000 2520.00| 1200.00000 2400.00 Guardrail End Anchor, Type 10 | | | (Temporary) | | | 1410 630C029 2.000 EACH| 950.00000 1900.00| 997.50000 1995.00| 1200.00000 2400.00 Guardrail End Anchor, Type 13 | | | (Temporary) | | | 1420 630C070 14.000 EACH| 1400.00000 19600.00| 1470.00000 20580.00| 1400.00000 19600.00 Guardrail End Anchor, Type 10 Series | | | 1430 637A001 6241.000 LF | 2.50000 15602.50| 4.20000 26212.20| 5.00000 31205.00 Fence Reset (Includes All Types) | | | 1440 641A002 3150.000 LF | 9.70000 30555.00| 12.60000 39690.00| 14.00000 44100.00 1 Inch Copper Water Pipe Laid (Type K) | | | 1450 641A016 800.000 LF | 13.70000 10960.00| 18.90000 15120.00| 39.00000 31200.00 1 Inch Copper Water Pipe Laid(Type | | | K)(Bore) | | | 1460 641A031 263.000 LF | 32.80000 8626.40| 57.75000 15188.25| 35.00000 9205.00 12 Inch D.I. Water Main Laid | | | (Restrained Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1470 641A036 1100.000 LF | 21.00000 23100.00| 31.50000 34650.00| 24.00000 26400.00 8 Inch D. I. Water Main Laid | | | 1480 641A049 880.000 LF | 17.00000 14960.00| 13.65000 12012.00| 12.90000 11352.00 6 Inch P.V.C. Water Main Laid | | | 1490 641A052 7350.000 LF | 18.90000 138915.00| 14.70000 108045.00| 11.30000 83055.00 8 Inch P.V.C. Water Main Laid | | | 1500 641A062 20.000 LF | 71.00000 1420.00| 11.55000 231.00| 9.00000 180.00 3 Inch P.V.C. Water Main Laid | | | 1510 641A068 60.000 LF | 74.00000 4440.00| 31.50000 1890.00| 32.00000 1920.00 3 Inch D. I. Water Main Laid | | | 1520 641A076 120.000 LF | 7.65000 918.00| 8.40000 1008.00| 4.00000 480.00 3/4 Inch Polyethylene Water Pipe Laid | | | 1530 641A085 5700.000 LF | 9.70000 55290.00| 11.55000 65835.00| 8.75000 49875.00 3 Inch P.V.C. Water Pipe Laid | | | 1540 641C099 85.000 LF | 40.00000 3400.00| 28.35000 2409.75| 17.00000 1445.00 6 Inch D.I. Push-On Joint Water Main | | | Laid, Type 1 Installation | | | 1550 641C100 270.000 LF | 46.00000 12420.00| 31.50000 8505.00| 19.20000 5184.00 8 Inch D.I. Push-On Joint Water Main | | | Laid, Type 1 Installation | | | 1560 641C103 937.000 LF | 69.00000 64653.00| 54.60000 51160.20| 24.00000 22488.00 12 Inch D.I. Push-On Joint Water Main | | | Laid, Type 1 Installation | | | 1570 641F011 14.000 EACH| 1800.00000 25200.00| 3150.00000 44100.00| 3400.00000 47600.00 8 Inch X 8 Inch Tapping Valve & Sleeve | | | 1580 641F021 3.000 EACH| 1150.00000 3450.00| 2625.00000 7875.00| 2600.00000 7800.00 3 Inch X 3 Inch Tapping Valve & Sleeve | | | 1590 641F043 2.000 EACH| 1150.00000 2300.00| 2835.00000 5670.00| 3200.00000 6400.00 8 Inch x 3 Inch Tapping Valve & Sleeve | | | 1600 641J000 1.000 EACH| 1900.00000 1900.00| 2100.00000 2100.00| 2550.00000 2550.00 Fire Hydrant | | | 1610 641L000 1.000 EACH| 1600.00000 1600.00| 1050.00000 1050.00| 1400.00000 1400.00 3 Inch Flush Hydrant | | | 1620 641L002 5.000 EACH| 1900.00000 9500.00| 147.00000 735.00| 2100.00000 10500.00 6 Inch Flush Hydrant | | | 1630 642A000 2.000 EACH| 1900.00000 3800.00| 1050.00000 2100.00| 1600.00000 3200.00 Fire Hydrant Reset | | | 1640 643A000 32.000 EACH| 425.00000 13600.00| 420.00000 13440.00| 350.00000 11200.00 Water Meters Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1650 644B000 13.000 EACH| 725.00000 9425.00| 472.50000 6142.50| 600.00000 7800.00 3 Inch Gate Valves And Boxes | | | 1660 644B001 3.000 EACH| 880.00000 2640.00| 577.50000 1732.50| 780.00000 2340.00 6 Inch Gate Valves And Boxes | | | 1670 644B002 29.000 EACH| 1025.00000 29725.00| 735.00000 21315.00| 875.00000 25375.00 8 Inch Gate Valves And Boxes | | | 1680 644B010 1.000 EACH| 1775.00000 1775.00| 4725.00000 4725.00| 2800.00000 2800.00 Air Release Combination Air Vacuum Valv | | | 1690 644G000 16.000 EACH| 1250.00000 20000.00| 630.00000 10080.00| 1400.00000 22400.00 Dewatering, Cutting, And Capping Of | | | Pipeline | | | 1700 644H000 3.000 EACH| 1150.00000 3450.00| 682.50000 2047.50| 1000.00000 3000.00 3 Inch Blow-Offs | | | 1710 649A004 240.000 LF | 71.00000 17040.00| 57.75000 13860.00| 78.00000 18720.00 6 Inch Encasement Pipe, Type 1 | | | Installation | | | 1720 649A007 800.000 LF | 76.00000 60800.00| 68.25000 54600.00| 98.00000 78400.00 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 1730 649A020 150.000 LF | 95.00000 14250.00| 78.75000 11812.50| 86.00000 12900.00 6 Inch Encasement Pipe, Type 2 | | | Installation | | | 1740 649A023 540.000 LF | 96.00000 51840.00| 89.25000 48195.00| 108.00000 58320.00 12 Inch Encasement Pipe, Type 2 | | | Installation | | | 1750 649A031 253.000 LF | 114.00000 28842.00| 131.25000 33206.25| 150.00000 37950.00 24 Inch Encasement Pipe, Type 1 | | | Installation | | | 1760 650B000 40499.000 CUYD| 1.50000 60748.50| 2.63000 106512.37| 4.00000 161996.00 Topsoil From Stockpiles | | | 1770 651B000 10.000 TON | 35.00000 350.00| 26.25000 262.50| 25.00000 250.00 Agricultural Limestone | | | 1780 651C000 10.000 TON | 225.00000 2250.00| 189.00000 1890.00| 180.00000 1800.00 8-8-8 Commercial Fertilizer | | | 1790 651F000 10.000 TON | 250.00000 2500.00| 231.00000 2310.00| 220.00000 2200.00 Ammonium Nitrate | | | 1800 652A050 32.000 ACRE| 500.00000 16000.00| 577.50000 18480.00| 550.00000 17600.00 Seeding (Mix 1A) | | | 1810 652B050 11.000 ACRE| 350.00000 3850.00| 420.00000 4620.00| 400.00000 4400.00 Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1820 652C000 127.000 ACRE| 45.00000 5715.00| 52.50000 6667.50| 50.00000 6350.00 Mowing | | | 1830 652D050 11.000 ACRE| 500.00000 5500.00| 577.50000 6352.50| 550.00000 6050.00 Seeding In Stubble (Mix 1A) | | | 1840 654A001 57005.000 SQYD| 3.00000 171015.00| 3.41000 194387.05| 3.25000 185266.25 Solid Sodding (Bermuda) | | | 1850 656A000 43.000 ACRE| 450.00000 19350.00| 341.25000 14673.75| 325.00000 13975.00 Mulching, Class A, Type 1 | | | 1860 658A001 51.000 ACRE| 1100.00000 56100.00| 1029.00000 52479.00| 980.00000 49980.00 Hydro-Seeding & Mulching (Mix 1E) | | | 1870 659A000 5000.000 SQYD| 1.50000 7500.00| 2.00000 10000.00| 1.90000 9500.00 Erosion Control Netting, Class A | | | 1880 659A002 200.000 SQYD| 4.50000 900.00| 5.78000 1156.00| 5.50000 1100.00 Erosion Control Netting, Class C1 | | | 1890 665A000 100.000 ACRE| 300.00000 30000.00| 367.50000 36750.00| 350.00000 35000.00 Temporary Seeding | | | 1900 665B000 100.000 ACRE| 400.00000 40000.00| 367.50000 36750.00| 350.00000 35000.00 Temporary Mulching | | | 1910 665C000 750.000 LF | 12.00000 9000.00| 5.25000 3937.50| 25.00000 18750.00 15" Temporary Pipe | | | 1920 665F000 3424.000 EACH| 6.00000 20544.00| 5.25000 17976.00| 10.00000 34240.00 Hay Bales | | | 1930 665G000 100.000 EACH| 5.00000 500.00| 3.15000 315.00| 9.00000 900.00 Sand Bags | | | 1940 665I000 1624.000 TON | 18.50000 30044.00| 23.10000 37514.40| 20.00000 32480.00 Temporary Riprap, Class 2 | | | 1950 665J000 67160.000 LF | 3.00000 201480.00| 3.41000 229015.60| 2.80000 188048.00 Silt Fence, Type A | | | 1960 665K000 650.000 CUYD| 5.00000 3250.00| 6.30000 4095.00| 15.00000 9750.00 Drainage Sump Excavation | | | 1970 665L000 280.000 LF | 30.00000 8400.00| 42.41000 11874.80| 10.00000 2800.00 Floating Basin Boom | | | 1980 666A001 94.000 ACRE| 0.01000 0.94| 31.50000 2961.00| 30.00000 2820.00 Pest Control Treatment | | | 1990 680A000 LUMP| 128500.00000 128500.00| 549675.00000 549675.00| 300000.00000 300000.00 Engineering Controls | | | 2000 701A016 1000.000 LF | 3.31000 3310.00| 3.48000 3480.00| 3.31000 3310.00 Dotted, Class 3W, Type A (6" Wide) | | | 2010 701C000 30.000 MILE| 320.00000 9600.00| 336.00000 10080.00| 320.00000 9600.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2020 701C001 48.000 MILE| 340.00000 16320.00| 357.00000 17136.00| 340.00000 16320.00 Solid Temporary Traffic Stripe | | | 2030 701D007 2.000 MILE| 1500.00000 3000.00| 1575.00000 3150.00| 1500.00000 3000.00 Solid Traffic Stripe Removed (Paint) | | | 2040 701D008 1.000 MILE| 1500.00000 1500.00| 1575.00000 1575.00| 1500.00000 1500.00 Solid Traffic Stripe Removed (Plastic) | | | 2050 701D014 4.000 MILE| 1300.00000 5200.00| 1365.00000 5460.00| 1300.00000 5200.00 Broken Traffic Stripe Removed (Paint) | | | 2060 701D015 2.000 MILE| 1300.00000 2600.00| 1365.00000 2730.00| 1300.00000 2600.00 Broken Traffic Stripe Removed (Plastic) | | | 2070 701E003 1000.000 LF | 1.35000 1350.00| 1.42000 1420.00| 1.35000 1350.00 Solid Temporary Traffic Stripe (Tape) | | | 2080 701G121 820.000 LF | 1.50000 1230.00| 1.58000 1295.60| 1.50000 1230.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 2090 701G125 820.000 LF | 3.50000 2870.00| 3.68000 3017.60| 3.50000 2870.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 2100 701G133 820.000 LF | 3.50000 2870.00| 3.68000 3017.60| 3.50000 2870.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 2110 701H002 1000.000 LF | 0.30000 300.00| 0.32000 320.00| 0.30000 300.00 Solid Traffic Stripe Removed (Tape) | | | 2120 702A040 16.000 MILE| 1980.00000 31680.00| 2079.00000 33264.00| 1980.00000 31680.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 2130 702A041 20.000 MILE| 3950.00000 79000.00| 4147.50000 82950.00| 3950.00000 79000.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 2140 702A043 18.000 MILE| 3950.00000 71100.00| 4147.50000 74655.00| 3950.00000 71100.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 2150 702B011 25501.000 LF | 1.50000 38251.50| 1.58000 40291.58| 1.50000 38251.50 Dotted Profiled Traffic Stripe (6" Wide | | | 2160 703A002 8190.000 SQFT| 1.80000 14742.00| 1.89000 15479.10| 1.80000 14742.00 Traffic Control Markings, Class 2, Type | | | A | | | 2170 703B002 2534.000 SQFT| 2.50000 6335.00| 2.63000 6664.42| 2.50000 6335.00 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2180 703D001 1849.000 SQFT| 1.00000 1849.00| 1.05000 1941.45| 1.00000 1849.00 Temporary Traffic Control Markings | | | 2190 705A012 198.000 EACH| 4.00000 792.00| 4.20000 831.60| 4.00000 792.00 Pavement Markers, Class C, Type 1-B | | | 2200 705A023 726.000 EACH| 4.00000 2904.00| 4.20000 3049.20| 4.00000 2904.00 Pavement Markers, Class C, Type 2-D | | | 2210 705A030 40.000 EACH| 4.90000 196.00| 5.15000 206.00| 4.90000 196.00 Pavement Markers, Class A-H, Type 2-C | | | 2220 705A031 1030.000 EACH| 4.70000 4841.00| 4.94000 5088.20| 4.70000 4841.00 Pavement Markers, Class A-H, Type 1-A | | | 2230 705A032 316.000 EACH| 4.70000 1485.20| 4.94000 1561.04| 4.70000 1485.20 Pavement Markers, Class A-H, Type 1-B | | | 2240 705A037 26.000 EACH| 4.90000 127.40| 5.15000 133.90| 4.90000 127.40 Pavement Markers, Class A-H, Type 2-D | | | 2250 705A038 158.000 EACH| 4.90000 774.20| 5.15000 813.70| 4.90000 774.20 Pavement Markers, Class A-H, Type 2-E | | | 2260 707B003 2.000 EACH| 325.00000 650.00| 325.50000 651.00| 325.00000 650.00 Type A Hazard Marker Installation | | | 2270 710A115 137.000 SQFT| 10.00000 1370.00| 21.16000 2898.92| 15.89000 2176.93 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 2280 710A126 763.000 SQFT| 13.00000 9919.00| 22.05000 16824.15| 17.08000 13032.04 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 2290 710B001 480.000 LF | 4.50000 2160.00| 8.19000 3931.20| 6.24000 2995.20 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 2300 711A000 LUMP| 1000.00000 1000.00| 1155.00000 1155.00| 21169.85000 21169.85 Roadway Sign Relocation | | | 2310 713A000 40.000 LF | 110.00000 4400.00| 110.25000 4410.00| 170.13000 6805.20 Permanent Barricades | | | 2320 740B000 1977.000 SQFT| 9.00000 17793.00| 7.61000 15044.97| 11.75000 23229.75 Construction Signs | | | 2330 740D000 1058.000 EACH| 35.00000 37030.00| 56.70000 59988.60| 68.50000 72473.00 Channelizing Drums | | | 2340 740E000 118.000 EACH| 0.25000 29.50| 13.65000 1610.70| 6.00000 708.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20020628001 COUNTIES : TALLADEGA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14003 |( 2 ) 01018 |( 3 ) 13022 |W. S. NEWELL, INC. |APAC-ALABAMA, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2350 740F002 92.000 EACH| 275.00000 25300.00| 162.75000 14973.00| 285.00000 26220.00 Barricades, Type III | | | 2360 740I005 48.000 EACH| 300.00000 14400.00| 945.00000 45360.00| 1850.00000 88800.00 Warning Lights, Type B (Detachable Head | | | 2370 740M001 118.000 EACH| 0.25000 29.50| 8.40000 991.20| 3.00000 354.00 Ballast For Cone | | | 2380 741C010 2.000 EACH| 3000.00000 6000.00| 4935.00000 9870.00| 6000.00000 12000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2390 999 000 5000.000 HOUR| 0.80000 4000.00| 0.80000 4000.00| 0.80000 4000.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 15,999,993.17| $ 16,896,314.35| $ 17,886,852.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,999,993.17| $ 16,896,314.35| $ 17,886,852.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 06/01/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : ACNHF-I020(315) for constructing the Additional Lanes (Grade, Drainage, Pavement, Concrete Barrier and Traffic Counting Units) on I-20 from the end of the existing six lane (MP 140.23) to west of U.S.#411 (MP 143.96) in Leeds. Length 3.722 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 7,759,103.90 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 7,999,593.28 103.0994% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 9,392,481.30 121.0511% 4 01018 APAC-ALABAMA, INC. $ 9,682,507.18 124.7890% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 07003 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 25000.00000 25000.00| 70000.00000 70000.00| 638000.00000 638000.00 Clearing & Grubbing (Approximately 29 | | | ACRES) | | | 0020 206D000 236.000 LF | 5.00000 1180.00| 10.46000 2468.56| 5.00000 1180.00 Removing Pipe | | | 0030 206D001 4064.000 LF | 0.90000 3657.60| 0.99000 4023.36| 1.00000 4064.00 Removing Guardrail | | | 0040 206D010 502.000 LF | 15.00000 7530.00| 11.01000 5527.02| 7.00000 3514.00 Removing Safety Barrier | | | 0050 206E001 43.000 EACH| 200.00000 8600.00| 627.73000 26992.39| 250.00000 10750.00 Removing Inlets | | | 0060 206E002 2.000 EACH| 200.00000 400.00| 627.73000 1255.46| 295.00000 590.00 Removing Junction Boxes | | | 0070 206E008 20.000 EACH| 92.50000 1850.00| 100.99000 2019.80| 102.00000 2040.00 Removing Guardrail End Anchor (All Type | | | 0080 206E041 3.000 EACH| 500.00000 1500.00| 927.98000 2783.94| 935.00000 2805.00 Removing Impact Attenuators | | | 0090 210A000 20544.000 CUYD| 4.50000 92448.00| 6.28000 129016.32| 5.00000 102720.00 Unclassified Excavation | | | 0100 210D011 6141.000 CUYD| 6.00000 36846.00| 10.46000 64234.86| 8.00000 49128.00 Borrow Excavation (A-4 or Better) | | | 0110 214A000 8741.000 CUYD| 6.00000 52446.00| 5.23000 45715.43| 8.00000 69928.00 Structure Excavation | | | 0120 214B001 3131.000 CUYD| 16.00000 50096.00| 16.74000 52412.94| 18.00000 56358.00 Foundation Backfill, Commercial | | | 0130 230A000 197.000 RBST| 260.00000 51220.00| 186.20000 36681.40| 500.00000 98500.00 Roadbed Processing | | | 0140 301A012 87995.000 SQYD| 4.34000 381898.30| 4.88000 429415.60| 5.00000 439975.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 327E000 19007.000 TON | 26.27000 499313.89| 28.19000 535807.33| 26.00000 494182.00 Permeable Asphalt Treated Base | | | 0160 401A043 87995.000 SQYD| 0.87000 76555.65| 0.85000 74795.75| 1.00000 87995.00 Bituminous Treatment AE | | | 0170 405A000 24845.000 GAL | 0.70000 17391.50| 0.81000 20124.45| 0.50000 12422.50 Tack Coat | | | 0180 408A051 21030.000 SQYD| 1.35000 28390.50| 1.71000 35961.30| 1.50000 31545.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 07003 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 408A052 8416.000 SQYD| 1.50000 12624.00| 2.21000 18599.36| 2.00000 16832.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0200 408A056 11014.000 SQYD| 1.50000 16521.00| 4.35000 47910.90| 3.00000 33042.00 Planing Existing Pavement | | | (Approximately 5.10" Thru 6.0" Thick) | | | 0210 410B000 1.000 EACH| 5000.00000 5000.00| 8050.00000 8050.00| 4500.00000 4500.00 State Furnished Profilograph | | | 0220 410H000 1.000 EACH| 100000.00000 100000.00| 36500.00000 36500.00| 100000.00000 100000.00 Material Remixing Device | | | 0230 420A011 6657.000 TON | 45.18000 300763.26| 50.56000 336577.92| 47.00000 312879.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0240 423A002 15458.000 TON | 38.57000 596215.06| 41.27000 637951.66| 42.00000 649236.00 Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0250 424A287 20013.000 TON | 34.00000 680442.00| 33.90000 678440.70| 36.00000 720468.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 424A288 3578.000 TON | 34.00000 121652.00| 32.12000 114925.36| 36.00000 128808.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424A361 4394.000 TON | 29.43000 129315.42| 33.94000 149132.36| 36.00000 158184.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424B282 13392.000 TON | 28.02000 375243.84| 31.43000 420910.56| 33.00000 441936.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0290 424B286 500.000 TON | 65.00000 32500.00| 44.98000 22490.00| 55.00000 27500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0300 424B582 14300.000 TON | 26.50000 378950.00| 29.13000 416559.00| 33.00000 471900.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 07003 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424C281 15400.000 TON | 26.50000 408100.00| 29.30000 451220.00| 35.00000 539000.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0320 428C000 69482.000 LF | 0.20000 13896.40| 0.15000 10422.30| 0.15000 10422.30 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0330 530A002 10389.000 LF | 22.54000 234168.06| 24.06000 249959.34| 19.00000 197391.00 24" Roadway Pipe (Class 3 R.C.) | | | 0340 530A007 197.000 LF | 93.45000 18409.65| 125.55000 24733.35| 70.00000 13790.00 54" Roadway Pipe (Class 3 R.C.) | | | 0350 530A828 36.000 LF | 82.00000 2952.00| 62.77000 2259.72| 19.00000 684.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | (Extension) | | | 0360 600A000 LUMP| 571543.00000 571543.00| 247000.00000 247000.00| 740000.00000 740000.00 Mobilization | | | 0370 605A001 10014.000 LF | 5.65000 56579.10| 4.33000 43360.62| 5.00000 50070.00 Pavement Edge Drain | | | 0380 605A004 19565.000 LF | 7.45000 145759.25| 6.34000 124042.10| 6.50000 127172.50 Pavement Median Drain | | | 0390 605B000 1.000 EACH| 355.00000 355.00| 329.27000 329.27| 300.00000 300.00 Special Underdrain Outlet, Type A | | | 0400 605B001 140.000 EACH| 295.00000 41300.00| 301.83000 42256.20| 300.00000 42000.00 Special Underdrain Outlet, Type B | | | 0410 621A004 8.000 EACH| 3500.00000 28000.00| 3201.41000 25611.28| 1300.00000 10400.00 Junction Boxes, Type 4 | | | 0420 621B004 8.000 EACH| 500.00000 4000.00| 470.80000 3766.40| 600.00000 4800.00 Junction Box Units, Type 4 | | | 0430 621C064 1.000 EACH| 3500.00000 3500.00| 3243.26000 3243.26| 4000.00000 4000.00 Inlets, Type E3 (Special) | | | 0440 621C069 1.000 EACH| 2850.00000 2850.00| 3243.26000 3243.26| 3000.00000 3000.00 Inlets, Type E3 | | | 0450 621C070 89.000 EACH| 4500.00000 400500.00| 4864.90000 432976.10| 4500.00000 400500.00 Inlets, Type E4 | | | 0460 621C139 4.000 EACH| 4500.00000 18000.00| 5231.07000 20924.28| 5100.00000 20400.00 Inlets,Type E4(Special) | | | 0470 621D046 1.000 EACH| 400.00000 400.00| 627.73000 627.73| 550.00000 550.00 Inlet Units, Type E3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 07003 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 621D047 93.000 EACH| 500.00000 46500.00| 627.73000 58378.89| 520.00000 48360.00 Inlet Units, Type E4 | | | 0490 629A055 15.000 LF | 455.00000 6825.00| 137.92000 2068.80| 495.00000 7425.00 Concrete Median Or Safety Barrier, Type | | | TES (Modified) | | | 0500 629A057 9004.000 LF | 33.00000 297132.00| 41.93000 377537.72| 38.00000 342152.00 Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0510 629A058 10281.000 LF | 55.00000 565455.00| 56.27000 578511.87| 55.00000 565455.00 Concrete Median Or Safety Barrier, Type | | | GS-54(SE) | | | 0520 629A059 291.000 LF | 110.00000 32010.00| 110.34000 32108.94| 110.00000 32010.00 Concrete Median Or Safety Barrier, Type | | | GS-54(PP) | | | 0530 629A072 27.000 LF | 85.00000 2295.00| 104.82000 2830.14| 85.00000 2295.00 Concrete Median or Safety Barrier, Type | | | GS-54-PP (Special) | | | 0540 630A033 4757.000 LF | 9.80000 46618.60| 10.70000 50899.90| 11.00000 52327.00 Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0550 630C001 8.000 EACH| 600.00000 4800.00| 655.04000 5240.32| 660.00000 5280.00 Guardrail End Anchor, Type 8 | | | 0560 630C003 4.000 EACH| 975.00000 3900.00| 1064.44000 4257.76| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0570 630C050 10.000 EACH| 1280.00000 12800.00| 1397.42000 13974.20| 1410.00000 14100.00 Guardrail End Anchor, Type 20 Series | | | 0580 631C001 1870.000 LF | 8.50000 15895.00| 9.28000 17353.60| 10.00000 18700.00 Steel Beam Guardrail Class A, Type 2 | | | Reset | | | 0590 631E001 1.000 EACH| 400.00000 400.00| 436.69000 436.69| 440.00000 440.00 Guardrail End Anchor Type 8, Reset | | | 0600 631E011 1.000 EACH| 400.00000 400.00| 436.69000 436.69| 440.00000 440.00 Guardrail End Anchor, Type 20 Series, | | | Reset | | | 0610 650A000 5765.000 CUYD| 6.00000 34590.00| 7.00000 40355.00| 6.00000 34590.00 Topsoil | | | 0620 652A050 8.000 ACRE| 525.00000 4200.00| 579.26000 4634.08| 600.00000 4800.00 Seeding (Mix 1A) | | | 0630 652A053 3.000 ACRE| 525.00000 1575.00| 579.26000 1737.78| 600.00000 1800.00 Seeding (Mix 1E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 07003 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 656A000 8.000 ACRE| 525.00000 4200.00| 579.26000 4634.08| 500.00000 4000.00 Mulching, Class A, Type 1 | | | 0650 656A001 3.000 ACRE| 840.00000 2520.00| 926.82000 2780.46| 600.00000 1800.00 Mulching, Class A, Type 2 | | | 0660 659A000 1000.000 SQYD| 2.00000 2000.00| 2.21000 2210.00| 2.00000 2000.00 Erosion Control Netting, Class A | | | 0670 659A001 1000.000 SQYD| 2.00000 2000.00| 2.21000 2210.00| 2.00000 2000.00 Erosion Control Netting, Class B | | | 0680 665F000 1376.000 EACH| 5.00000 6880.00| 5.23000 7196.48| 4.00000 5504.00 Hay Bales | | | 0690 665J000 10041.000 LF | 4.00000 40164.00| 3.14000 31528.74| 3.00000 30123.00 Silt Fence, Type A | | | 0700 666A001 11.000 ACRE| 10.00000 110.00| 11.03000 121.33| 50.00000 550.00 Pest Control Treatment | | | 0710 680A000 LUMP| 75000.00000 75000.00| 100000.00000 100000.00| 300000.00000 300000.00 Engineering Controls | | | 0720 701C000 31.000 MILE| 600.00000 18600.00| 658.53000 20414.43| 600.00000 18600.00 Broken Temporary Traffic Stripe | | | 0730 701C001 54.000 MILE| 600.00000 32400.00| 658.53000 35560.62| 600.00000 32400.00 Solid Temporary Traffic Stripe | | | 0740 701C006 4.000 MILE| 6000.00000 24000.00| 6585.26000 26341.04| 6000.00000 24000.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0750 701D007 8.000 MILE| 1500.00000 12000.00| 1646.32000 13170.56| 1500.00000 12000.00 Solid Traffic Stripe Removed (Paint) | | | 0760 701D009 4.000 MILE| 1000.00000 4000.00| 1097.54000 4390.16| 1000.00000 4000.00 Solid Traffic Stripe Removed (Tape) | | | 0770 702A040 15.000 MILE| 1975.00000 29625.00| 2167.66000 32514.90| 1975.00000 29625.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0780 702A041 8.000 MILE| 4300.00000 34400.00| 4719.44000 37755.52| 4300.00000 34400.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0790 702A043 8.000 MILE| 4300.00000 34400.00| 4719.44000 37755.52| 4300.00000 34400.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0800 702B011 2730.000 LF | 1.90000 5187.00| 2.09000 5705.70| 2.00000 5460.00 Dotted Profiled Traffic Stripe (6" Wide | | | 0810 703A002 5580.000 SQFT| 1.80000 10044.00| 1.97000 10992.60| 2.00000 11160.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 07003 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 703C000 28.000 SQFT| 5.00000 140.00| 5.49000 153.72| 5.00000 140.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0830 703C003 78.000 SQFT| 5.00000 390.00| 5.49000 428.22| 5.00000 390.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Tape) | | | 0840 703D000 45.000 SQFT| 10.00000 450.00| 10.98000 494.10| 10.00000 450.00 Temporary Traffic Control Markings(Tape | | | 0850 703D002 800.000 SQFT| 1.30000 1040.00| 1.43000 1144.00| 2.00000 1600.00 Temporary Traffic Control Markings | | | (Paint) | | | 0860 703E000 33.000 SQFT| 1.30000 42.90| 1.43000 47.19| 2.00000 66.00 Temporary Traffic Control Legends (Tape | | | 0870 705A011 6005.000 EACH| 4.00000 24020.00| 4.39000 26361.95| 4.00000 24020.00 Pavement Markers, Class C, Type 1-A | | | 0880 705A012 1526.000 EACH| 4.00000 6104.00| 4.39000 6699.14| 4.00000 6104.00 Pavement Markers, Class C, Type 1-B | | | 0890 705A022 134.000 EACH| 4.00000 536.00| 4.39000 588.26| 4.00000 536.00 Pavement Markers, Class C, Type 2-C | | | 0900 705A030 536.000 EACH| 5.25000 2814.00| 5.76000 3087.36| 5.25000 2814.00 Pavement Markers, Class A-H, Type 2-C | | | 0910 705A031 1710.000 EACH| 5.00000 8550.00| 5.49000 9387.90| 5.00000 8550.00 Pavement Markers, Class A-H, Type 1-A | | | 0920 705A032 614.000 EACH| 5.00000 3070.00| 5.49000 3370.86| 5.00000 3070.00 Pavement Markers, Class A-H, Type 1-B | | | 0930 710A115 266.000 SQFT| 23.00000 6118.00| 25.11000 6679.26| 16.00000 4256.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0940 710A143 15.000 SQFT| 40.00000 600.00| 43.67000 655.05| 25.00000 375.00 Cl. 2A, Alum. Multi Flat Sign Panels 0. | | | 125" Thick Or Steel Multi Flat Sign | | | Panels 12 Ga(Ty. III,IV,VII Or VIII | | | Bckgd) | | | 0950 710B001 78.000 LF | 7.50000 585.00| 8.19000 638.82| 7.00000 546.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0960 721A000 1.000 EACH| 2100.00000 2100.00| 2292.65000 2292.65| 3000.00000 3000.00 Vehicular Impact Attenuator Relocation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 07003 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 731A001 2.000 EACH| 8200.00000 16400.00| 8231.58000 16463.16| 35000.00000 70000.00 Traffic Counting Units, Type B | | | 0980 740B000 3339.000 SQFT| 8.48000 28314.72| 8.42000 28114.38| 8.00000 26712.00 Construction Signs | | | 0990 740C000 345.000 SQFT| 10.60000 3657.00| 8.42000 2904.90| 9.00000 3105.00 Special Construction Signs | | | 1000 740D000 1650.000 EACH| 58.30000 96195.00| 61.56000 101574.00| 70.00000 115500.00 Channelizing Drums | | | 1010 740E000 210.000 EACH| 12.00000 2520.00| 11.03000 2316.30| 11.00000 2310.00 Cones (36 Inches High) | | | 1020 740F002 4.000 EACH| 190.80000 763.20| 174.21000 696.84| 200.00000 800.00 Barricades, Type III | | | 1030 740I005 2.000 EACH| 901.00000 1802.00| 435.53000 871.06| 600.00000 1200.00 Warning Lights, Type B (Detachable Head | | | 1040 740L004 790.000 EACH| 63.60000 50244.00| 81.30000 64227.00| 40.00000 31600.00 Vertical Panel Type II, Single-Sided | | | 1050 740M001 210.000 EACH| 6.00000 1260.00| 6.97000 1463.70| 8.00000 1680.00 Ballast For Cone | | | 1060 741C010 2.000 EACH| 2000.00000 4000.00| 4065.00000 8130.00| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1070 742A001 3.000 EACH| 15000.00000 45000.00| 9300.00000 27900.00| 16000.00000 48000.00 Portable Changeable Message Sign, Type | | | 1080 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 | $ 7,759,103.90| $ 7,999,593.28| $ 9,392,481.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,759,103.90| $ 7,999,593.28| $ 9,392,481.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 37625.00000 37625.00| | Clearing & Grubbing (Approximately 29 | | | ACRES) | | | 0020 206D000 236.000 LF | 6.45000 1522.20| | Removing Pipe | | | 0030 206D001 4064.000 LF | 0.54000 2194.56| | Removing Guardrail | | | 0040 206D010 502.000 LF | 80.62000 40471.24| | Removing Safety Barrier | | | 0050 206E001 43.000 EACH| 806.25000 34668.75| | Removing Inlets | | | 0060 206E002 2.000 EACH| 806.25000 1612.50| | Removing Junction Boxes | | | 0070 206E008 20.000 EACH| 53.75000 1075.00| | Removing Guardrail End Anchor (All Type | | | 0080 206E041 3.000 EACH| 107.50000 322.50| | Removing Impact Attenuators | | | 0090 210A000 20544.000 CUYD| 6.45000 132508.80| | Unclassified Excavation | | | 0100 210D011 6141.000 CUYD| 16.00000 98256.00| | Borrow Excavation (A-4 or Better) | | | 0110 214A000 8741.000 CUYD| 6.45000 56379.45| | Structure Excavation | | | 0120 214B001 3131.000 CUYD| 34.40000 107706.40| | Foundation Backfill, Commercial | | | 0130 230A000 197.000 RBST| 337.90000 66566.30| | Roadbed Processing | | | 0140 301A012 87995.000 SQYD| 5.40000 475173.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 327E000 19007.000 TON | 31.52000 599100.64| | Permeable Asphalt Treated Base | | | 0160 401A043 87995.000 SQYD| 0.95000 83595.25| | Bituminous Treatment AE | | | 0170 405A000 24845.000 GAL | 1.30000 32298.50| | Tack Coat | | | 0180 408A051 21030.000 SQYD| 5.51000 115875.30| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 408A052 8416.000 SQYD| 2.62000 22049.92| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0200 408A056 11014.000 SQYD| 4.43000 48792.02| | Planing Existing Pavement | | | (Approximately 5.10" Thru 6.0" Thick) | | | 0210 410B000 1.000 EACH| 975.00000 975.00| | State Furnished Profilograph | | | 0220 410H000 1.000 EACH| 75000.00000 75000.00| | Material Remixing Device | | | 0230 420A011 6657.000 TON | 60.84000 405011.88| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0240 423A002 15458.000 TON | 49.34000 762697.72| | Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0250 424A287 20013.000 TON | 47.78000 956221.14| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0260 424A288 3578.000 TON | 46.31000 165697.18| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424A361 4394.000 TON | 39.46000 173387.24| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0280 424B282 13392.000 TON | 36.83000 493227.36| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0290 424B286 500.000 TON | 79.31000 39655.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0300 424B582 14300.000 TON | 33.18000 474474.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424C281 15400.000 TON | 33.37000 513898.00| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0320 428C000 69482.000 LF | 0.14000 9727.48| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0330 530A002 10389.000 LF | 35.47000 368497.83| | 24" Roadway Pipe (Class 3 R.C.) | | | 0340 530A007 197.000 LF | 107.50000 21177.50| | 54" Roadway Pipe (Class 3 R.C.) | | | 0350 530A828 36.000 LF | 26.87000 967.32| | 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | (Extension) | | | 0360 600A000 LUMP| 355000.00000 355000.00| | Mobilization | | | 0370 605A001 10014.000 LF | 6.45000 64590.30| | Pavement Edge Drain | | | 0380 605A004 19565.000 LF | 10.75000 210323.75| | Pavement Median Drain | | | 0390 605B000 1.000 EACH| 413.88000 413.88| | Special Underdrain Outlet, Type A | | | 0400 605B001 140.000 EACH| 301.00000 42140.00| | Special Underdrain Outlet, Type B | | | 0410 621A004 8.000 EACH| 4300.00000 34400.00| | Junction Boxes, Type 4 | | | 0420 621B004 8.000 EACH| 860.00000 6880.00| | Junction Box Units, Type 4 | | | 0430 621C064 1.000 EACH| 4300.00000 4300.00| | Inlets, Type E3 (Special) | | | 0440 621C069 1.000 EACH| 3225.00000 3225.00| | Inlets, Type E3 | | | 0450 621C070 89.000 EACH| 4568.75000 406618.75| | Inlets, Type E4 | | | 0460 621C139 4.000 EACH| 5375.00000 21500.00| | Inlets,Type E4(Special) | | | 0470 621D046 1.000 EACH| 806.25000 806.25| | Inlet Units, Type E3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 621D047 93.000 EACH| 806.25000 74981.25| | Inlet Units, Type E4 | | | 0490 629A055 15.000 LF | 107.50000 1612.50| | Concrete Median Or Safety Barrier, Type | | | TES (Modified) | | | 0500 629A057 9004.000 LF | 40.85000 367813.40| | Concrete Median Or Safety Barrier, Type | | | GS-54 | | | 0510 629A058 10281.000 LF | 54.83000 563707.23| | Concrete Median Or Safety Barrier, Type | | | GS-54(SE) | | | 0520 629A059 291.000 LF | 161.25000 46923.75| | Concrete Median Or Safety Barrier, Type | | | GS-54(PP) | | | 0530 629A072 27.000 LF | 215.00000 5805.00| | Concrete Median or Safety Barrier, Type | | | GS-54-PP (Special) | | | 0540 630A033 4757.000 LF | 12.90000 61365.30| | Steel Beam Guardrail, Class A, Type | | | 2(7'-0" Post) | | | 0550 630C001 8.000 EACH| 645.00000 5160.00| | Guardrail End Anchor, Type 8 | | | 0560 630C003 4.000 EACH| 1021.25000 4085.00| | Guardrail End Anchor, Type 13 | | | 0570 630C050 10.000 EACH| 1720.00000 17200.00| | Guardrail End Anchor, Type 20 Series | | | 0580 631C001 1870.000 LF | 3.23000 6040.10| | Steel Beam Guardrail Class A, Type 2 | | | Reset | | | 0590 631E001 1.000 EACH| 322.50000 322.50| | Guardrail End Anchor Type 8, Reset | | | 0600 631E011 1.000 EACH| 430.00000 430.00| | Guardrail End Anchor, Type 20 Series, | | | Reset | | | 0610 650A000 5765.000 CUYD| 15.40000 88781.00| | Topsoil | | | 0620 652A050 8.000 ACRE| 645.00000 5160.00| | Seeding (Mix 1A) | | | 0630 652A053 3.000 ACRE| 645.00000 1935.00| | Seeding (Mix 1E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 656A000 8.000 ACRE| 537.50000 4300.00| | Mulching, Class A, Type 1 | | | 0650 656A001 3.000 ACRE| 645.00000 1935.00| | Mulching, Class A, Type 2 | | | 0660 659A000 1000.000 SQYD| 2.15000 2150.00| | Erosion Control Netting, Class A | | | 0670 659A001 1000.000 SQYD| 2.15000 2150.00| | Erosion Control Netting, Class B | | | 0680 665F000 1376.000 EACH| 14.00000 19264.00| | Hay Bales | | | 0690 665J000 10041.000 LF | 4.05000 40666.05| | Silt Fence, Type A | | | 0700 666A001 11.000 ACRE| 53.75000 591.25| | Pest Control Treatment | | | 0710 680A000 LUMP| 223750.00000 223750.00| | Engineering Controls | | | 0720 701C000 31.000 MILE| 645.00000 19995.00| | Broken Temporary Traffic Stripe | | | 0730 701C001 54.000 MILE| 645.00000 34830.00| | Solid Temporary Traffic Stripe | | | 0740 701C006 4.000 MILE| 6450.00000 25800.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0750 701D007 8.000 MILE| 1612.50000 12900.00| | Solid Traffic Stripe Removed (Paint) | | | 0760 701D009 4.000 MILE| 1075.00000 4300.00| | Solid Traffic Stripe Removed (Tape) | | | 0770 702A040 15.000 MILE| 2123.13000 31846.95| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0780 702A041 8.000 MILE| 4622.50000 36980.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0790 702A043 8.000 MILE| 4622.50000 36980.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0800 702B011 2730.000 LF | 2.04000 5569.20| | Dotted Profiled Traffic Stripe (6" Wide | | | 0810 703A002 5580.000 SQFT| 1.94000 10825.20| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 703C000 28.000 SQFT| 5.38000 150.64| | Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0830 703C003 78.000 SQFT| 5.38000 419.64| | Removal Of Existing Traffic Control | | | Markings Or Legends (Tape) | | | 0840 703D000 45.000 SQFT| 10.75000 483.75| | Temporary Traffic Control Markings(Tape | | | 0850 703D002 800.000 SQFT| 1.40000 1120.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0860 703E000 33.000 SQFT| 1.40000 46.20| | Temporary Traffic Control Legends (Tape | | | 0870 705A011 6005.000 EACH| 4.30000 25821.50| | Pavement Markers, Class C, Type 1-A | | | 0880 705A012 1526.000 EACH| 4.30000 6561.80| | Pavement Markers, Class C, Type 1-B | | | 0890 705A022 134.000 EACH| 4.30000 576.20| | Pavement Markers, Class C, Type 2-C | | | 0900 705A030 536.000 EACH| 5.64000 3023.04| | Pavement Markers, Class A-H, Type 2-C | | | 0910 705A031 1710.000 EACH| 5.37000 9182.70| | Pavement Markers, Class A-H, Type 1-A | | | 0920 705A032 614.000 EACH| 5.37000 3297.18| | Pavement Markers, Class A-H, Type 1-B | | | 0930 710A115 266.000 SQFT| 37.62000 10006.92| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0940 710A143 15.000 SQFT| 48.38000 725.70| | Cl. 2A, Alum. Multi Flat Sign Panels 0. | | | 125" Thick Or Steel Multi Flat Sign | | | Panels 12 Ga(Ty. III,IV,VII Or VIII | | | Bckgd) | | | 0950 710B001 78.000 LF | 8.60000 670.80| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0960 721A000 1.000 EACH| 3225.00000 3225.00| | Vehicular Impact Attenuator Relocation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 003 -15 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020628003 COUNTIES : JEFFERSON ST. CLAIR LETTING DATE : 06/28/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 4 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 731A001 2.000 EACH| 8062.50000 16125.00| | Traffic Counting Units, Type B | | | 0980 740B000 3339.000 SQFT| 8.27000 27613.53| | Construction Signs | | | 0990 740C000 345.000 SQFT| 9.41000 3246.45| | Special Construction Signs | | | 1000 740D000 1650.000 EACH| 62.08000 102432.00| | Channelizing Drums | | | 1010 740E000 210.000 EACH| 18.28000 3838.80| | Cones (36 Inches High) | | | 1020 740F002 4.000 EACH| 176.62000 706.48| | Barricades, Type III | | | 1030 740I005 2.000 EACH| 859.28000 1718.56| | Warning Lights, Type B (Detachable Head | | | 1040 740L004 790.000 EACH| 84.32000 66612.80| | Vertical Panel Type II, Single-Sided | | | 1050 740M001 210.000 EACH| 8.79000 1845.90| | Ballast For Cone | | | 1060 741C010 2.000 EACH| 6837.00000 13674.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1070 742A001 3.000 EACH| 13674.00000 41022.00| | Portable Changeable Message Sign, Type | | | 1080 999 000 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,682,507.18| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,682,507.18| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 07/01/03 COMPLETION DATE CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : ACNHF-I059(314) for constructing the Additional Lanes (Grade, Drainage, Pavement and Signing) on I-59/I-20 from the S.R.#5 (U.S.#11) Interchange south of Lakeview to just east of the Jefferson County Line. Length 4.183 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 11,658,046.69 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 306000.00000 306000.00| | Clearing & Grubbing (Approximately 68 | | | Acres) | | | 0020 201C000 LUMP| 102000.00000 102000.00| | Clearing | | | 0030 206C003 8027.000 SQYD| 3.06000 24562.62| | Removing Concrete Flumes | | | 0040 206D000 933.000 LF | 5.10000 4758.30| | Removing Pipe | | | 0050 206D001 7942.000 LF | 1.12000 8895.04| | Removing Guardrail | | | 0060 206D011 10022.000 LF | 3.06000 30667.32| | Removing Fence | | | 0070 206E000 35.000 EACH| 765.00000 26775.00| | Removing Headwalls | | | 0080 206E001 12.000 EACH| 765.00000 9180.00| | Removing Inlets | | | 0090 206E008 34.000 EACH| 93.84000 3190.56| | Removing Guardrail End Anchor (All Type | | | 0100 210A000 330430.000 CUYD| 4.89000 1615802.70| | Unclassified Excavation | | | 0110 210C000 2692.000 CUYD| 7.14000 19220.88| | Muck Excavation | | | 0120 210F001 5208.000 TON | 16.32000 84994.56| | Borrow Excavation (Underwater | | | Embankment) | | | 0130 214A000 2272.000 CUYD| 6.12000 13904.64| | Structure Excavation | | | 0140 214B001 961.000 CUYD| 25.50000 24505.50| | Foundation Backfill, Commercial | | | 0150 230A000 383.000 RBST| 388.34000 148734.22| | Roadbed Processing | | | 0160 301A014 109388.000 SQYD| 6.42000 702270.96| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6.5" Compacted Thickness | | | 0170 301E008 300.000 TON | 22.96000 6888.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 305B060 1000.000 TON | 22.60000 22600.00| | Crushed Aggregate, Section 825, Crusher | | | Run 1" Down | | | 0190 327E000 20751.000 TON | 31.46000 652826.46| | Permeable Asphalt Treated Base | | | 0200 401A043 98137.000 SQYD| 0.83000 81453.71| | Bituminous Treatment AE | | | 0210 405A000 54727.000 GAL | 1.10000 60199.70| | Tack Coat | | | 0220 408A052 121240.000 SQYD| 1.38000 167311.20| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0230 410A002 1.000 EACH| 32004.00000 32004.00| | Profilograph | | | 0240 410H000 1.000 EACH| 107902.00000 107902.00| | Material Remixing Device | | | 0250 420A011 9228.000 TON | 59.98000 553495.44| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0260 423A002 13270.000 TON | 52.14000 691897.80| | Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0270 423B000 8584.000 TON | 43.97000 377438.48| | Stone Matrix Asphalt Binder Layer, 1 | | | 1/2" Maximum Aggregate Size | | | 0280 424A287 614.000 TON | 44.22000 27151.08| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0290 424A361 4902.000 TON | 38.67000 189560.34| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0300 424B286 500.000 TON | 96.85000 48425.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0310 424B289 1223.000 TON | 41.95000 51304.85| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B582 35312.000 TON | 36.45000 1287122.40| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0330 424B652 8822.000 TON | 33.32000 293949.04| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0340 424C281 18271.000 TON | 33.62000 614271.02| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0350 428C000 85726.000 LF | 0.14000 12001.64| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0360 502A000 95166.000 LB | 0.46000 43776.36| | Steel Reinforcement | | | 0370 524B011 533.000 CUYD| 530.40000 282703.20| | Culvert Concrete Extension (Cast In | | | Place) | | | 0380 530A000 93.000 LF | 18.62000 1731.66| | 15" Roadway Pipe (Class 3 R.C.) | | | 0390 530A001 315.000 LF | 20.40000 6426.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0400 530A002 160.000 LF | 25.50000 4080.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0410 530A003 185.000 LF | 32.64000 6038.40| | 30" Roadway Pipe (Class 3 R.C.) | | | 0420 530A004 59.000 LF | 52.02000 3069.18| | 36" Roadway Pipe (Class 3 R.C.) | | | 0430 530A005 28.000 LF | 49.98000 1399.44| | 42" Roadway Pipe (Class 3 R.C.) | | | 0440 530A009 25.000 LF | 104.04000 2601.00| | 66" Roadway Pipe (Class 3 R.C.) | | | 0450 530A100 211.000 LF | 22.44000 4734.84| | 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0460 530A101 66.000 LF | 22.44000 1481.04| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 530A103 62.000 LF | 44.88000 2782.56| | 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0480 530A104 40.000 LF | 43.86000 1754.40| | 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0490 530A106 75.000 LF | 58.14000 4360.50| | 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 530A107 94.000 LF | 91.80000 8629.20| | 54" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530B008 216.000 LF | 107.10000 23133.60| | 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0520 600A000 LUMP| 678977.00000 678977.00| | Mobilization | | | 0530 603A002 1.000 EACH| 22625.00000 22625.00| | Furnishing Type 3 Field Office | | | 0540 605A002 46058.000 LF | 3.45000 158900.10| | Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0550 605B000 80.000 EACH| 244.80000 19584.00| | Special Underdrain Outlet, Type A | | | 0560 606A000 500.000 LF | 7.14000 3570.00| | 6" Underdrain Pipe | | | 0570 610C001 6966.000 TON | 20.40000 142106.40| | Loose Riprap, Class 2 | | | 0580 610D003 5822.000 SQYD| 2.04000 11876.88| | Filter Blanket, Geotextile | | | 0590 614A000 426.000 CUYD| 198.90000 84731.40| | Slope Paving | | | 0600 619A001 9.000 EACH| 586.50000 5278.50| | 15" Roadway Pipe End Treatment, Class 1 | | | 0610 619A002 11.000 EACH| 612.00000 6732.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0620 619A003 5.000 EACH| 663.00000 3315.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0630 619A004 7.000 EACH| 765.00000 5355.00| | 30" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 619A006 1.000 EACH| 1122.00000 1122.00| | 42" Roadway Pipe End Treatment, Class 1 | | | 0650 619A055 2.000 EACH| 1020.00000 2040.00| | 36" Roadway Pipe End Treatment, Class 2 | | | 0660 619A057 2.000 EACH| 1530.00000 3060.00| | 48" Roadway Pipe End Treatment, Class 2 | | | 0670 619A058 2.000 EACH| 2040.00000 4080.00| | 54" Roadway Pipe End Treatment, Class 2 | | | 0680 619A060 1.000 EACH| 2550.00000 2550.00| | 66" Roadway Pipe End Treatment, Class 2 | | | 0690 619B073 1.000 EACH| 612.00000 612.00| | 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0700 620A000 7.000 CUYD| 612.00000 4284.00| | Minor Structure Concrete | | | 0710 621A004 5.000 EACH| 4080.00000 20400.00| | Junction Boxes, Type 4 | | | 0720 621A005 23.000 EACH| 2244.00000 51612.00| | Junction Boxes, Type 1 | | | 0730 621C004 3.000 EACH| 3060.00000 9180.00| | Inlets, Type GH | | | 0740 629A034 225.000 LF | 61.20000 13770.00| | Concrete Median Or Safety Barrier, Type | | | 4A | | | 0750 630A001 5902.000 LF | 10.10000 59610.20| | Steel Beam Guardrail, Class A, Type 2 | | | 0760 630C001 14.000 EACH| 561.00000 7854.00| | Guardrail End Anchor, Type 8 | | | 0770 630C003 4.000 EACH| 994.50000 3978.00| | Guardrail End Anchor, Type 13 | | | 0780 630C050 3.000 EACH| 1275.00000 3825.00| | Guardrail End Anchor, Type 20 Series | | | 0790 630C055 4.000 EACH| 418.20000 1672.80| | Guardrail End Anchor, Type 2A (Retrofit | | | 0800 630C070 21.000 EACH| 1275.00000 26775.00| | Guardrail End Anchor, Type 10 Series | | | 0810 634A002 839.000 LF | 12.75000 10697.25| | Industrial Fence, 6 Feet High | | | 0820 635A001 9173.000 LF | 5.61000 51460.53| | Woven Wire Fence (Metal Post) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 635B001 3.000 EACH| 306.00000 918.00| | Gate, 14 Feet Wide | | | 0840 650B000 31884.000 CUYD| 3.06000 97565.04| | Topsoil From Stockpiles | | | 0850 651B000 108.000 TON | 40.80000 4406.40| | Agricultural Limestone | | | 0860 652A054 34.000 ACRE| 510.00000 17340.00| | Seeding (Mix 2A) | | | 0870 652A056 5.000 ACRE| 612.00000 3060.00| | Seeding (Mix 2E) | | | 0880 652B053 15.000 ACRE| 510.00000 7650.00| | Temporary Seeding (Mix 2AT) | | | 0890 652C000 54.000 ACRE| 51.00000 2754.00| | Mowing | | | 0900 652D054 15.000 ACRE| 612.00000 9180.00| | Seeding In Stubble (Mix 2A) | | | 0910 654A001 550.000 SQYD| 5.10000 2805.00| | Solid Sodding (Bermuda) | | | 0920 656A000 49.000 ACRE| 408.00000 19992.00| | Mulching, Class A, Type 1 | | | 0930 656A001 5.000 ACRE| 612.00000 3060.00| | Mulching, Class A, Type 2 | | | 0940 659A001 5323.000 SQYD| 2.04000 10858.92| | Erosion Control Netting, Class B | | | 0950 659A010 56250.000 SQYD| 1.63000 91687.50| | Erosion Control Netting, Class A (Jute | | | Netting) | | | 0960 665A000 17.000 ACRE| 357.00000 6069.00| | Temporary Seeding | | | 0970 665B000 17.000 ACRE| 357.00000 6069.00| | Temporary Mulching | | | 0980 665F000 500.000 EACH| 5.10000 2550.00| | Hay Bales | | | 0990 665G000 500.000 EACH| 1.53000 765.00| | Sand Bags | | | 1000 665I000 2700.000 TON | 20.40000 55080.00| | Temporary Riprap, Class 2 | | | 1010 665J000 23800.000 LF | 3.27000 77826.00| | Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 665K000 1720.000 CUYD| 6.53000 11231.60| | Drainage Sump Excavation | | | 1030 665L000 1340.000 LF | 25.50000 34170.00| | Floating Basin Boom | | | 1040 666A001 54.000 ACRE| 40.80000 2203.20| | Pest Control Treatment | | | 1050 680A000 LUMP| 271320.00000 271320.00| | Engineering Controls | | | 1060 701C000 25.000 MILE| 346.80000 8670.00| | Broken Temporary Traffic Stripe | | | 1070 701C001 29.000 MILE| 387.60000 11240.40| | Solid Temporary Traffic Stripe | | | 1080 701C006 1.000 MILE| 6120.00000 6120.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1090 701D007 17.000 MILE| 1530.00000 26010.00| | Solid Traffic Stripe Removed (Paint) | | | 1100 701D009 1.000 MILE| 1020.00000 1020.00| | Solid Traffic Stripe Removed (Tape) | | | 1110 701D014 9.000 MILE| 1326.00000 11934.00| | Broken Traffic Stripe Removed (Paint) | | | 1120 702A040 17.000 MILE| 2014.50000 34246.50| | Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 1130 702A041 11.000 MILE| 4386.00000 48246.00| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1140 702A043 10.000 MILE| 4386.00000 43860.00| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1150 702B011 2909.000 LF | 1.84000 5352.56| | Dotted Profiled Traffic Stripe (6" Wide | | | 1160 703A002 1382.000 SQFT| 1.84000 2542.88| | Traffic Control Markings, Class 2, Type | | | A | | | 1170 703D001 150.000 SQFT| 1.33000 199.50| | Temporary Traffic Control Markings | | | 1180 705A011 1950.000 EACH| 4.08000 7956.00| | Pavement Markers, Class C, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1190 705A012 200.000 EACH| 4.08000 816.00| | Pavement Markers, Class C, Type 1-B | | | 1200 705A030 482.000 EACH| 5.00000 2410.00| | Pavement Markers, Class A-H, Type 2-C | | | 1210 705A031 1043.000 EACH| 4.79000 4995.97| | Pavement Markers, Class A-H, Type 1-A | | | 1220 705A032 162.000 EACH| 4.79000 775.98| | Pavement Markers, Class A-H, Type 1-B | | | 1230 705A037 25.000 EACH| 5.00000 125.00| | Pavement Markers, Class A-H, Type 2-D | | | 1240 709A000 8.000 EACH| 229.50000 1836.00| | Milepost, Type A | | | 1250 710A115 529.000 SQFT| 21.42000 11331.18| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1260 710A140 1583.000 SQFT| 26.52000 41981.16| | Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1270 710A141 286.000 SQFT| 26.52000 7584.72| | Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1280 710B001 484.000 LF | 6.63000 3208.92| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1290 710B005 156.000 LF | 50.49000 7876.44| | Roadway Sign Post (S3 x 5.7 Steel Beam) | | | 1300 710B006 66.000 LF | 53.04000 3500.64| | Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 1310 710B007 42.000 LF | 54.57000 2291.94| | Roadway Sign Post (W6 x 15 Steel Beam) | | | 1320 710B011 228.000 LF | 54.57000 12441.96| | Roadway Sign Post (W6 x 12 Steel Beam) | | | 1330 710C000 LUMP| 6324.00000 6324.00| | Removal Of Existing Roadway Signs | | | 1340 715A000 LUMP| 16524.00000 16524.00| | Overhead Roadway Sign Structure (CL | | | Survey SBR Station 266+16) (OHC-1) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1350 715A001 LUMP| 15504.00000 15504.00| | Overhead Roadway Sign Structure (CL | | | Survey SBR Station 290+18) (OHC-2) | | | 1360 715A002 LUMP| 15504.00000 15504.00| | Overhead Roadway Sign Structure (CL | | | Survey SBR Station 314+55) (OHC-3) | | | 1370 715A003 LUMP| 15504.00000 15504.00| | Overhead Roadway Sign Structure (CL | | | Survey NBR Station 342+30) (OHC-4) | | | 1380 715A004 LUMP| 15504.00000 15504.00| | Overhead Roadway Sign Structure (CL | | | Survey NBR Station 366+70) (OHC-5) | | | 1390 715A005 LUMP| 15504.00000 15504.00| | Overhead Roadway Sign Structure (CL | | | Survey NBR Station 390+99) (OHC-6) | | | 1400 715A006 LUMP| 15504.00000 15504.00| | Overhead Roadway Sign Structure (CL | | | Survey SBR Station 422+01) (OHC-7) | | | 1410 715A007 LUMP| 15504.00000 15504.00| | Overhead Roadway Sign Structure (CL | | | Survey SBR Station 446+10) (OHC-8) | | | 1420 726A000 700.000 LF | 31.62000 22134.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1430 726A001 20.000 LF | 51.00000 1020.00| | Portable Concrete Safety Barriers, Type | | | 6-A | | | 1440 726D025 2.000 EACH| 9690.00000 19380.00| | Portable Impact Attenuator(Assembly | | | Unidirectional, TL-3) | | | 1450 731A001 2.000 EACH| 7650.00000 15300.00| | Traffic Counting Units, Type B | | | 1460 732A002 LUMP| 76500.00000 76500.00| | Weigh-In-Motion/Classification Station | | | (Weighpad Removal And Reinstallation) | | | 1470 740B000 1807.000 SQFT| 8.11000 14654.77| | Construction Signs | | | 1480 740C000 81.000 SQFT| 8.65000 700.65| | Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20020628004 COUNTIES : TUSCALOOSA JEFFERSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1490 740D000 550.000 EACH| 57.30000 31515.00| | Channelizing Drums | | | 1500 740E000 20.000 EACH| 12.24000 244.80| | Cones (36 Inches High) | | | 1510 740F002 2.000 EACH| 162.18000 324.36| | Barricades, Type III | | | 1520 740I005 1.000 EACH| 432.48000 432.48| | Warning Lights, Type B (Detachable Head | | | 1530 740L004 440.000 EACH| 105.96000 46622.40| | Vertical Panel Type II, Single-Sided | | | 1540 740M001 20.000 EACH| 7.70000 154.00| | Ballast For Cone | | | 1550 741C010 1.000 EACH| 4324.80000 4324.80| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1560 742A001 2.000 EACH| 9514.56000 19029.12| | Portable Changeable Message Sign, Type | | | 1570 999 000 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 11,658,046.69| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,658,046.69| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20020628006 COUNTIES : CLARKE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-0101(561) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#13 (U.S.#43) from MP 78.510 just north of Grove Hill to MP 82.510 just south of Fulton. Length 4.000 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 1,097,157.09 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 1,252,682.65 114.1753% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020628006 COUNTIES : CLARKE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 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 209A000 5.000 EACH| 64.57000 322.85| 131.50000 657.50| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 97.49000 97.49| 167.40000 167.40| Mailbox Reset, Double | | | 0030 305A000 2200.000 CUYD| 7.96000 17512.00| 8.40000 18480.00| Borrow, Section 210, For Miscellaneous | | | Use | | | 0040 405A000 9773.000 GAL | 0.78000 7622.94| 0.90000 8795.70| Tack Coat | | | 0050 408A052 96859.000 SQYD| 0.52000 50366.68| 0.30000 29057.70| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 410C000 1.000 EACH| 8785.47000 8785.47| 1116.80000 1116.80| Contractor Retained Profilograph | | | 0070 424A281 8940.000 TON | 30.95000 276693.00| 39.50000 353130.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A287 530.000 TON | 35.69000 18915.70| 38.10000 20193.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424A361 3831.000 TON | 31.81000 121864.11| 39.35000 150749.85| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424B281 11866.000 TON | 29.51000 350165.66| 36.20000 429549.20| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0110 424B285 1010.000 TON | 41.58000 41995.80| 36.60000 36966.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424B289 1260.000 TON | 33.06000 41655.60| 35.30000 44478.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020628006 COUNTIES : CLARKE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 428B000 112660.000 LF | 0.04000 4506.40| 0.05000 5633.00| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0140 430B000 100.000 TON | 21.05000 2105.00| 22.05000 2205.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0150 600A000 LUMP| 15620.77000 15620.77| 9500.00000 9500.00| Mobilization | | | 0160 652A054 7.000 ACRE| 571.33000 3999.31| 530.90000 3716.30| Seeding (Mix 2A) | | | 0170 656A000 7.000 ACRE| 571.33000 3999.31| 503.55000 3524.85| Mulching, Class A, Type 1 | | | 0180 665F000 150.000 EACH| 6.38000 957.00| 6.15000 922.50| Hay Bales | | | 0190 665J000 500.000 LF | 4.30000 2150.00| 3.50000 1750.00| Silt Fence, Type A | | | 0200 701C002 17.000 MILE| 331.37000 5633.29| 273.65000 4652.05| Broken Temporary Traffic Stripe (Paint) | | | 0210 701C003 3.000 MILE| 354.22000 1062.66| 328.40000 985.20| Solid Temporary Traffic Stripe (Paint) | | | 0220 702A040 8.000 MILE| 2028.22000 16225.76| 2189.35000 17514.80| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0230 702A041 8.000 MILE| 4336.39000 34691.12| 4378.70000 35029.60| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0240 702A042 1.000 MILE| 2028.22000 2028.22| 2189.35000 2189.35| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0250 702A043 8.000 MILE| 4336.39000 34691.12| 4378.70000 35029.60| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0260 702B011 1595.000 LF | 1.71000 2727.45| 1.75000 2791.25| Dotted Profiled Traffic Stripe (6" Wide | | | 0270 703A002 6564.000 SQFT| 1.89000 12405.96| 1.80000 11815.20| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 381.000 SQFT| 3.26000 1242.06| 2.20000 838.20| Traffic Control Legends, Class 2, Type | | | 0290 703D002 1204.000 SQFT| 0.91000 1095.64| 0.55000 662.20| Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20020628006 COUNTIES : CLARKE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A030 37.000 EACH| 5.60000 207.20| 5.45000 201.65| Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 982.000 EACH| 5.37000 5273.34| 5.35000 5253.70| Pavement Markers, Class A-H, Type 1-A | | | 0320 705A032 204.000 EACH| 5.37000 1095.48| 5.35000 1091.40| Pavement Markers, Class A-H, Type 1-B | | | 0330 705A037 49.000 EACH| 5.60000 274.40| 5.45000 267.05| Pavement Markers, Class A-H, Type 2-D | | | 0340 705A038 160.000 EACH| 5.60000 896.00| 5.35000 856.00| Pavement Markers, Class A-H, Type 2-E | | | 0350 740B000 815.000 SQFT| 5.60000 4564.00| 10.80000 8802.00| Construction Signs | | | 0360 740E000 100.000 EACH| 11.67000 1167.00| 9.50000 950.00| Cones (36 Inches High) | | | 0370 740M001 100.000 EACH| 7.96000 796.00| 7.00000 700.00| Ballast For Cone | | | 0380 741C010 2.000 EACH| 872.65000 1745.30| 1230.30000 2460.60| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,097,157.09| $ 1,252,682.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,097,157.09| $ 1,252,682.65| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 225 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACHPP-HPP-0192 (3) for constructing the Grade, Drainage, Pavement, Signing and Signals on the Anniston East Bypass from north of Greenbrier Road to north of Choccolocco Road in Anniston. Length 1.022 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23068 WAITES CONSTRUCTION COMPANY, INC. $ 4,681,805.24 100.0000% 2 16048 WALKER PATTON COMPANY, INC. $ 4,694,472.86 100.2706% 3 01018 APAC-ALABAMA, INC. $ 4,766,306.96 101.8049% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 16048 |( 3 ) 01018 |WAITES CONSTRUCTION COMPANY |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 50000.00000 50000.00| 165000.00000 165000.00| 44454.23000 44454.23 Clearing & Grubbing (Approximately 25 | | | ACRES) | | | 0020 205A001 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 3 | | | 0040 205A003 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 4 | | | 0050 205A004 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 5 | | | 0060 205A005 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 6 | | | 0070 205A006 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 7 | | | 0080 205A007 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 8 | | | 0090 205A008 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 8A | | | 0100 205A009 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 10 | | | 0120 205A011 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 10 | | | 0130 205A012 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 11 | | | 0140 205A013 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 11 | | | 0150 205A014 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 12 | | | 0160 205A015 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 13 | | | 0170 205A016 1.000 EACH| 1500.00000 1500.00| 12500.00000 12500.00| 500.00000 500.00 Removal Of Structures, Structure No. 14 | | | 0180 206B000 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 3123.41000 3123.41 Removal Of Old Box Culvert, Station STA | | | 0+58 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 16048 |( 3 ) 01018 |WAITES CONSTRUCTION COMPANY |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206C010 91.000 SQYD| 25.00000 2275.00| 5.00000 455.00| 9.02000 820.82 Removing Concrete Driveway | | | 0200 206D000 2686.000 LF | 10.00000 26860.00| 7.00000 18802.00| 3.77000 10126.22 Removing Pipe | | | 0210 206D002 970.000 LF | 6.00000 5820.00| 2.50000 2425.00| 4.17000 4044.90 Removing Curb | | | 0220 206D003 1026.000 LF | 6.00000 6156.00| 2.50000 2565.00| 3.95000 4052.70 Removing Curb And Gutter | | | 0230 206D011 709.000 LF | 2.00000 1418.00| 0.75000 531.75| 1.43000 1013.87 Removing Fence | | | 0240 206E000 14.000 EACH| 175.00000 2450.00| 250.00000 3500.00| 259.44000 3632.16 Removing Headwalls | | | 0250 206E001 11.000 EACH| 150.00000 1650.00| 425.00000 4675.00| 552.58000 6078.38 Removing Inlets | | | 0260 210A000 19356.000 CUYD| 3.00000 58068.00| 5.76000 111490.56| 6.43000 124459.08 Unclassified Excavation | | | 0270 210D000 46393.000 CUYD| 6.50000 301554.50| 5.90000 273718.70| 7.56000 350731.08 Borrow Excavation | | | 0280 214A000 8322.000 CUYD| 20.00000 166440.00| 5.00000 41610.00| 6.18000 51429.96 Structure Excavation | | | 0290 214B001 2752.000 CUYD| 30.00000 82560.00| 21.10000 58067.20| 24.56000 67589.12 Foundation Backfill, Commercial | | | 0300 231B001 8341.000 TON | 9.25000 77154.25| 9.00000 75069.00| 16.88000 140796.08 Roadbed Stabilizing Material, ALDOT #46 | | | 0310 301A008 29218.000 SQYD| 4.50000 131481.00| 7.15000 208908.70| 4.87000 142291.66 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0320 401A000 29218.000 SQYD| 0.48000 14024.64| 0.42000 12271.56| 0.39000 11395.02 Bituminous Treatment A | | | 0330 401B100 17906.000 SQYD| 1.35000 24173.10| 1.25000 22382.50| 0.95000 17010.70 Bituminous Treatment E (With Polymer | | | Additive) | | | 0340 405A000 5885.000 GAL | 1.60000 9416.00| 1.50000 8827.50| 1.09000 6414.65 Tack Coat | | | 0350 410A002 1.000 EACH| 24000.00000 24000.00| 21250.00000 21250.00| 25678.68000 25678.68 Profilograph | | | 0360 410H000 1.000 EACH| 26000.00000 26000.00| 24610.00000 24610.00| 57506.88000 57506.88 Material Remixing Device | | | 0370 420A011 1785.000 TON | 55.00000 98175.00| 50.00000 89250.00| 51.02000 91070.70 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 16048 |( 3 ) 01018 |WAITES CONSTRUCTION COMPANY |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 424A280 2398.000 TON | 44.00000 105512.00| 42.00000 100716.00| 37.61000 90188.78 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0390 424A286 100.000 TON | 55.00000 5500.00| 50.00000 5000.00| 58.11000 5811.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0400 424B281 5188.000 TON | 34.50000 178986.00| 33.00000 171204.00| 35.08000 181995.04 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0410 424B581 19581.000 TON | 28.00000 548268.00| 27.00000 528687.00| 31.32000 613276.92 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0420 424B585 750.000 TON | 68.00000 51000.00| 65.00000 48750.00| 63.35000 47512.50 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0430 424B589 5100.000 TON | 31.00000 158100.00| 30.00000 153000.00| 32.14000 163914.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0440 424C281 4706.000 TON | 28.50000 134121.00| 27.00000 127062.00| 32.59000 153368.54 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0450 430B012 750.000 TON | 19.00000 14250.00| 15.50000 11625.00| 19.85000 14887.50 Aggregate Surfacing (ALDOT #410 Or #467 | | | 0460 502A000 11646.000 LB | 0.60000 6987.60| 0.48000 5590.08| 0.47000 5473.62 Steel Reinforcement | | | 0470 524A010 36.000 CUYD| 595.00000 21420.00| 336.25000 12105.00| 577.50000 20790.00 Culvert Concrete | | | 0480 524A012 43.000 CUYD| 675.00000 29025.00| 825.00000 35475.00| 635.25000 27315.75 Culvert Concrete (Precast) | | | 0490 529A010 410.000 SQFT| 25.00000 10250.00| 35.00000 14350.00| 48.00000 19680.00 Retaining Wall | | | 0500 530A002 1696.000 LF | 22.00000 37312.00| 24.15000 40958.40| 26.45000 44859.20 24" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 16048 |( 3 ) 01018 |WAITES CONSTRUCTION COMPANY |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 530A003 224.000 LF | 28.00000 6272.00| 43.91000 9835.84| 40.71000 9119.04 30" Roadway Pipe (Class 3 R.C.) | | | 0520 530A004 216.000 LF | 35.00000 7560.00| 54.20000 11707.20| 52.27000 11290.32 36" Roadway Pipe (Class 3 R.C.) | | | 0530 530A802 9.000 LF | 30.00000 270.00| 19.00000 171.00| 17.20000 154.80 24" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0540 533A098 303.000 LF | 18.00000 5454.00| 23.13000 7008.39| 17.03000 5160.09 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0550 533A099 3627.000 LF | 22.00000 79794.00| 24.15000 87592.05| 21.24000 77037.48 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0560 533A100 920.000 LF | 28.00000 25760.00| 43.91000 40397.20| 29.48000 27121.60 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0570 533A101 516.000 LF | 35.00000 18060.00| 54.20000 27967.20| 38.67000 19953.72 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0580 533A102 590.000 LF | 50.00000 29500.00| 66.46000 39211.40| 47.37000 27948.30 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0590 535A001 203.000 LF | 20.00000 4060.00| 15.83000 3213.49| 17.80000 3613.40 18" Side Drain Pipe | | | 0600 535A003 26.000 LF | 32.00000 832.00| 28.75000 747.50| 55.86000 1452.36 30" Side Drain Pipe | | | 0610 600A000 LUMP| 200000.00000 200000.00| 197225.00000 197225.00| 171176.03000 171176.03 Mobilization | | | 0620 601A000 1.000 EACH| 28000.00000 28000.00| 8000.00000 8000.00| 16245.62000 16245.62 Furnishing Base, Soil And Structure | | | Laboratories | | | 0630 602A000 105.000 EACH| 120.00000 12600.00| 125.00000 13125.00| 179.18000 18813.90 Right Of Way Markers | | | 0640 610C001 2360.000 TON | 26.00000 61360.00| 24.69000 58268.40| 28.46000 67165.60 Loose Riprap, Class 2 | | | 0650 610D000 2585.000 SQYD| 3.50000 9047.50| 2.05000 5299.25| 3.21000 8297.85 Filter Blanket | | | 0660 618B000 53.000 SQYD| 130.00000 6890.00| 26.00000 1378.00| 31.50000 1669.50 Concrete Driveway, 4" Thick | | | 0670 619A002 2.000 EACH| 675.00000 1350.00| 450.00000 900.00| 625.91000 1251.82 18" Roadway Pipe End Treatment, Class 1 | | | 0680 619A003 4.000 EACH| 825.00000 3300.00| 625.00000 2500.00| 731.84000 2927.36 24" Roadway Pipe End Treatment, Class 1 | | | 0690 619A004 1.000 EACH| 900.00000 900.00| 687.00000 687.00| 1011.10000 1011.10 30" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 16048 |( 3 ) 01018 |WAITES CONSTRUCTION COMPANY |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 619A005 1.000 EACH| 1050.00000 1050.00| 750.00000 750.00| 879.50000 879.50 36" Roadway Pipe End Treatment, Class 1 | | | 0710 619A006 2.000 EACH| 1300.00000 2600.00| 900.00000 1800.00| 1694.79000 3389.58 42" Roadway Pipe End Treatment, Class 1 | | | 0720 619A101 16.000 EACH| 675.00000 10800.00| 450.00000 7200.00| 770.36000 12325.76 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0730 619A103 2.000 EACH| 975.00000 1950.00| 687.00000 1374.00| 1251.83000 2503.66 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0740 621A000 10.000 EACH| 2600.00000 26000.00| 1700.00000 17000.00| 2310.00000 23100.00 Junction Boxes, Type 1, 1P Or 5 | | | 0750 621A004 2.000 EACH| 15500.00000 31000.00| 1925.00000 3850.00| 4200.00000 8400.00 Junction Boxes, Type 4 | | | 0760 621B000 6.000 EACH| 925.00000 5550.00| 313.00000 1878.00| 2100.00000 12600.00 Junction Box Units, Type 1, 1P Or 5 | | | 0770 621B004 3.000 EACH| 1250.00000 3750.00| 375.00000 1125.00| 840.00000 2520.00 Junction Box Units, Type 4 | | | 0780 621C015 47.000 EACH| 2600.00000 122200.00| 2000.00000 94000.00| 2362.50000 111037.50 Inlets, Type S1 Or S3 (1 Wing) | | | 0790 621C016 8.000 EACH| 2750.00000 22000.00| 3000.00000 24000.00| 2362.50000 18900.00 Inlets, Type S2 Or S4 (1 Wing) | | | 0800 621C017 6.000 EACH| 2975.00000 17850.00| 3025.00000 18150.00| 2362.50000 14175.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0810 621C109 16.000 EACH| 4200.00000 67200.00| 4000.00000 64000.00| 4200.00000 67200.00 Inlets, Type PD | | | 0820 621D015 77.000 EACH| 725.00000 55825.00| 375.00000 28875.00| 525.00000 40425.00 Inlet Units, Type S1 Or S3 | | | 0830 621D016 10.000 EACH| 725.00000 7250.00| 475.00000 4750.00| 525.00000 5250.00 Inlet Units, Type S2 Or S4 | | | 0840 621D109 12.000 EACH| 900.00000 10800.00| 550.00000 6600.00| 840.00000 10080.00 Inlet Units, Type PD | | | 0850 621E005 8.000 EACH| 2800.00000 22400.00| 1778.70000 14229.60| 3228.75000 25830.00 Manholes, Type L Or M (Sanitary) | | | 0860 621F006 20.000 EACH| 240.00000 4800.00| 380.00000 7600.00| 299.25000 5985.00 Manhole Units, Type L Or M (Sanitary) | | | 0870 623A000 1331.000 LF | 14.50000 19299.50| 10.50000 13975.50| 13.65000 18168.15 Concrete Gutter | | | 0880 623B000 229.000 LF | 11.00000 2519.00| 11.95000 2736.55| 10.50000 2404.50 Concrete Curb, Type N | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 16048 |( 3 ) 01018 |WAITES CONSTRUCTION COMPANY |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 623C000 12874.000 LF | 10.50000 135177.00| 9.00000 115866.00| 9.71000 125006.54 Combination Curb & Gutter, Type C | | | 0900 630A001 701.000 LF | 13.95000 9778.95| 11.50000 8061.50| 13.49000 9456.49 Steel Beam Guardrail, Class A, Type 2 | | | 0910 630C050 4.000 EACH| 1600.00000 6400.00| 1550.00000 6200.00| 1470.00000 5880.00 Guardrail End Anchor, Type 20 Series | | | 0920 630C070 4.000 EACH| 1350.00000 5400.00| 1450.00000 5800.00| 1317.75000 5271.00 Guardrail End Anchor, Type 10 Series | | | 0930 634E000 400.000 LF | 25.00000 10000.00| 22.50000 9000.00| 14.17000 5668.00 Industrial Fence, 6 Feet High, Special | | | Mounting | | | 0940 641A001 350.000 LF | 32.00000 11200.00| 7.60000 2660.00| 11.02000 3857.00 3/4 Inch Copper Water Pipe Laid (Type K | | | 0950 641A004 20.000 LF | 40.00000 800.00| 14.00000 280.00| 14.80000 296.00 2 Inch Copper Water Pipe Laid (Type K) | | | 0960 641A031 280.000 LF | 42.00000 11760.00| 43.60000 12208.00| 37.38000 10466.40 12 Inch D.I. Water Main Laid | | | (Restrained Joint) | | | 0970 641A035 4264.000 LF | 18.00000 76752.00| 26.00000 110864.00| 27.40000 116833.60 6 Inch D.I. Water Main Laid | | | 0980 641A036 1201.000 LF | 20.30000 24380.30| 28.10000 33748.10| 38.43000 46154.43 8 Inch D. I. Water Main Laid | | | 0990 641A038 359.000 LF | 24.00000 8616.00| 33.30000 11954.70| 64.15000 23029.85 12 Inch D. I. Water Main Laid | | | 1000 641A040 4862.000 LF | 40.10000 194966.20| 40.90000 198855.80| 53.65000 260846.30 16 Inch D.I. Water Main Laid | | | 1010 641A042 386.000 LF | 54.00000 20844.00| 44.30000 17099.80| 56.96000 21986.56 16 Inch D.I. Water Main Laid | | | (Restrained Joint) | | | 1020 641A080 72.000 LF | 39.00000 2808.00| 31.40000 2260.80| 31.50000 2268.00 6 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 1030 641V000 1.000 EACH| 16000.00000 16000.00| 40723.20000 40723.20| 39900.00000 39900.00 Water Meter Vault | | | 1040 643A000 35.000 EACH| 500.00000 17500.00| 286.30000 10020.50| 315.00000 11025.00 Water Meters Reset | | | 1050 645A048 1049.000 LF | 56.00000 58744.00| 84.50000 88640.50| 34.44000 36127.56 10 Inch D.I. Sanitary Sewer Pipe | | | 1060 645A049 246.000 LF | 72.00000 17712.00| 89.60000 22041.60| 38.53000 9478.38 12 Inch D.I. Sanitary Sewer Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 16048 |( 3 ) 01018 |WAITES CONSTRUCTION COMPANY |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 645A085 220.000 LF | 68.00000 14960.00| 39.70000 8734.00| 38.43000 8454.60 10 Inch D.I. Sanitary Sewer Pipe | | | (Restrained Joint) | | | 1080 645D007 3.000 EACH| 500.00000 1500.00| 1916.80000 5750.40| 1522.50000 4567.50 Connect To Existing S.S. Service | | | 1090 649A035 280.000 LF | 150.00000 42000.00| 280.00000 78400.00| 181.12000 50713.60 20 Inch Encasement Pipe, Type 2 | | | Installation | | | 1100 649A036 280.000 LF | 178.00000 49840.00| 190.90000 53452.00| 169.05000 47334.00 24 Inch Encasement Pipe, Type 2 | | | Installation | | | 1110 649A047 210.000 LF | 190.00000 39900.00| 229.10000 48111.00| 186.90000 39249.00 30 Inch Encasement Pipe, Type 2 | | | Installation | | | 1120 650B000 5469.000 CUYD| 4.00000 21876.00| 4.00000 21876.00| 4.68000 25594.92 Topsoil From Stockpiles | | | 1130 652A050 7.000 ACRE| 650.00000 4550.00| 600.00000 4200.00| 630.00000 4410.00 Seeding (Mix 1A) | | | 1140 652B050 7.000 ACRE| 550.00000 3850.00| 500.00000 3500.00| 525.00000 3675.00 Temporary Seeding (Mix 1AT) | | | 1150 652C000 14.000 ACRE| 60.00000 840.00| 50.00000 700.00| 52.50000 735.00 Mowing | | | 1160 652D050 7.000 ACRE| 650.00000 4550.00| 600.00000 4200.00| 630.00000 4410.00 Seeding In Stubble (Mix 1A) | | | 1170 654A001 5000.000 SQYD| 4.00000 20000.00| 3.50000 17500.00| 3.67000 18350.00 Solid Sodding (Bermuda) | | | 1180 656A000 14.000 ACRE| 450.00000 6300.00| 400.00000 5600.00| 420.00000 5880.00 Mulching, Class A, Type 1 | | | 1190 658B000 2000.000 SQYD| 1.50000 3000.00| 1.15000 2300.00| 1.20000 2400.00 Hydraulically Applied Wood Fiber | | | Matrix Erosion Control System | | | 1200 659A001 2312.000 SQYD| 2.50000 5780.00| 2.00000 4624.00| 2.10000 4855.20 Erosion Control Netting, Class B | | | 1210 659A002 200.000 SQYD| 6.00000 1200.00| 5.50000 1100.00| 5.77000 1154.00 Erosion Control Netting, Class C1 | | | 1220 665A000 6.000 ACRE| 450.00000 2700.00| 400.00000 2400.00| 420.00000 2520.00 Temporary Seeding | | | 1230 665B000 6.000 ACRE| 450.00000 2700.00| 400.00000 2400.00| 420.00000 2520.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 16048 |( 3 ) 01018 |WAITES CONSTRUCTION COMPANY |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 665F000 1178.000 EACH| 10.00000 11780.00| 4.00000 4712.00| 5.77000 6797.06 Hay Bales | | | 1250 665G000 400.000 EACH| 5.75000 2300.00| 4.00000 1600.00| 5.77000 2308.00 Sand Bags | | | 1260 665I000 1336.000 TON | 30.00000 40080.00| 24.69000 32985.84| 26.94000 35991.84 Temporary Riprap, Class 2 | | | 1270 665J000 9322.000 LF | 5.00000 46610.00| 3.50000 32627.00| 4.20000 39152.40 Silt Fence, Type A | | | 1280 665K000 340.000 CUYD| 25.00000 8500.00| 6.00000 2040.00| 46.35000 15759.00 Drainage Sump Excavation | | | 1290 680A000 LUMP| 140000.00000 140000.00| 70000.00000 70000.00| 98175.00000 98175.00 Engineering Controls | | | 1300 701A028 2.000 MILE| 1650.00000 3300.00| 1500.00000 3000.00| 1575.00000 3150.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1310 701A041 2.000 MILE| 1050.00000 2100.00| 950.00000 1900.00| 997.50000 1995.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1320 701A046 2.000 MILE| 1050.00000 2100.00| 950.00000 1900.00| 997.50000 1995.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1330 701A048 3.000 MILE| 1850.00000 5550.00| 1750.00000 5250.00| 1837.50000 5512.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1340 701B009 1391.000 LF | 0.95000 1321.45| 0.80000 1112.80| 0.84000 1168.44 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1350 701C000 3.000 MILE| 350.00000 1050.00| 340.00000 1020.00| 357.00000 1071.00 Broken Temporary Traffic Stripe | | | 1360 701C001 5.000 MILE| 390.00000 1950.00| 380.00000 1900.00| 399.00000 1995.00 Solid Temporary Traffic Stripe | | | 1370 701D008 1.000 MILE| 1650.00000 1650.00| 1500.00000 1500.00| 1575.00000 1575.00 Solid Traffic Stripe Removed (Plastic) | | | 1380 701D015 1.000 MILE| 1450.00000 1450.00| 1300.00000 1300.00| 1365.00000 1365.00 Broken Traffic Stripe Removed (Plastic) | | | 1390 703A002 3681.000 SQFT| 2.00000 7362.00| 1.80000 6625.80| 1.89000 6957.09 Traffic Control Markings, Class 2, Type | | | A | | | 1400 703B002 292.000 SQFT| 3.00000 876.00| 2.80000 817.60| 2.94000 858.48 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 16048 |( 3 ) 01018 |WAITES CONSTRUCTION COMPANY |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1410 703D001 340.000 SQFT| 1.15000 391.00| 1.20000 408.00| 1.05000 357.00 Temporary Traffic Control Markings | | | 1420 705A023 156.000 EACH| 4.50000 702.00| 4.00000 624.00| 4.20000 655.20 Pavement Markers, Class C, Type 2-D | | | 1430 705A030 102.000 EACH| 5.35000 545.70| 4.90000 499.80| 5.14000 524.28 Pavement Markers, Class A-H, Type 2-C | | | 1440 705A031 237.000 EACH| 5.15000 1220.55| 4.70000 1113.90| 4.93000 1168.41 Pavement Markers, Class A-H, Type 1-A | | | 1450 705A032 105.000 EACH| 5.15000 540.75| 4.70000 493.50| 4.93000 517.65 Pavement Markers, Class A-H, Type 1-B | | | 1460 705A037 185.000 EACH| 5.35000 989.75| 4.90000 906.50| 5.14000 950.90 Pavement Markers, Class A-H, Type 2-D | | | 1470 705A038 95.000 EACH| 5.35000 508.25| 4.90000 465.50| 5.14000 488.30 Pavement Markers, Class A-H, Type 2-E | | | 1480 710A115 118.000 SQFT| 22.00000 2596.00| 16.00000 1888.00| 12.60000 1486.80 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1490 710B001 247.000 LF | 7.75000 1914.25| 5.10000 1259.70| 4.72000 1165.84 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1500 730A000 LUMP| 1660.00000 1660.00| 750.00000 750.00| 1638.00000 1638.00 Removal Of Existing Traffic Control | | | Unit (ANNISTON E. BYPASS AT CHOCCOLOCCO | | | 1510 730C000 LUMP| 4000.00000 4000.00| 1500.00000 1500.00| 3990.00000 3990.00 Furnishing And Installing Traffic | | | Control Unit (ANNISTON E. BYPASS AT | | | CHOCCOLOCCA | | | 1520 730E000 4.000 EACH| 2700.00000 10800.00| 1000.00000 4000.00| 2625.00000 10500.00 Metal Traffic Signal Pole Foundation | | | 1530 730G001 4.000 EACH| 5850.00000 23400.00| 4500.00000 18000.00| 5992.35000 23969.40 Metal Traffic Signal Strain Pole | | | 1540 730H001 2891.000 LF | 3.50000 10118.50| 2.50000 7227.50| 3.15000 9106.65 Loop Wire | | | 1550 730I001 2324.000 LF | 1.25000 2905.00| 1.50000 3486.00| 1.05000 2440.20 Loop Detector Lead-In-Cable | | | 1560 730J010 9.000 EACH| 160.00000 1440.00| 200.00000 1800.00| 157.50000 1417.50 Vehicle Loop Detector | | | 1570 730K000 7.000 EACH| 270.00000 1890.00| 300.00000 2100.00| 262.50000 1837.50 Traffic Signal Junction Box | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20020628007 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23068 |( 2 ) 16048 |( 3 ) 01018 |WAITES CONSTRUCTION COMPANY |WALKER PATTON COMPANY, INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1580 730L002 30.000 LF | 6.00000 180.00| 5.00000 150.00| 5.25000 157.50 1", Metallic, Conduit | | | 1590 730L003 856.000 LF | 6.00000 5136.00| 6.00000 5136.00| 5.25000 4494.00 1", Non-Metallic, Conduit | | | 1600 730L005 16.000 LF | 6.00000 96.00| 7.00000 112.00| 5.25000 84.00 2", Non-Metallic, Conduit | | | 1610 730N010 4.000 EACH| 1300.00000 5200.00| 500.00000 2000.00| 1165.50000 4662.00 Luminaire Extension Assembly, 12' | | | 1620 730P001 5.000 EACH| 415.00000 2075.00| 300.00000 1500.00| 409.50000 2047.50 Vehicular Signal Head, 12 Inch 3 | | | Section TYPE INCANDESCENT | | | 1630 730P002 3.000 EACH| 990.00000 2970.00| 500.00000 1500.00| 934.50000 2803.50 Vehicular Signal Head, 12 Inch 5 | | | Section TYPE INCANDESCENT | | | 1640 730R003 1.000 EACH| 7750.00000 7750.00| 7000.00000 7000.00| 7875.00000 7875.00 Traffic Controller, Type III, 8 Phase | | | 1650 730T000 1.000 EACH| 575.00000 575.00| 300.00000 300.00| 577.50000 577.50 Wood Pole | | | 1660 740B000 715.000 SQFT| 9.50000 6792.50| 8.00000 5720.00| 7.61000 5441.15 Construction Signs | | | 1670 740D000 285.000 EACH| 130.00000 37050.00| 58.00000 16530.00| 55.65000 15860.25 Channelizing Drums | | | 1680 740E000 200.000 EACH| 14.50000 2900.00| 10.00000 2000.00| 9.97000 1994.00 Cones (36 Inches High) | | | 1690 740F002 33.000 EACH| 270.00000 8910.00| 165.00000 5445.00| 162.75000 5370.75 Barricades, Type III | | | 1700 740I005 44.000 EACH| 100.00000 4400.00| 450.00000 19800.00| 399.00000 17556.00 Warning Lights, Type B (Detachable Head | | | 1710 740M001 200.000 EACH| 10.00000 2000.00| 6.50000 1300.00| 6.30000 1260.00 Ballast For Cone | | | 1720 741C010 2.000 EACH| 7000.00000 14000.00| 2500.00000 5000.00| 10500.00000 21000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1740 756A006 205.000 LF | 45.00000 9225.00| 35.00000 7175.00| 36.75000 7533.75 4" Electrical Conduit, 1 Line, Type 1 | | | Installation | | | 1750 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,681,805.24| $ 4,694,472.86| $ 4,766,306.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,681,805.24| $ 4,694,472.86| $ 4,766,306.96 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 110 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPAA-0206(500) for constructing the Passing Lanes (Grade, Drainage, Pavement and Signing) on S.R.#17 (U.S.#45) at MP 16.0 and at MP 25.5 south of Citronelle. Length 3.017 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 1,956,114.56 100.0000% 2 23029 J. S. WALTON & COMPANY, INC. $ 2,025,465.55 103.5453% 3 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 2,041,541.25 104.3672% 4 20044 FRANK TURNER CONSTRUCTION CO., INC. $ 2,090,800.41 106.8854% 5 13008 MOBILE ASPHALT COMPANY, LLC $ 2,115,661.85 108.1563% 6 09010 INDUSTRIAL SERVICES OF MOBILE, INC. $ 2,298,077.39 117.4817% 7 19058 S. J. & L., INC. $ 2,357,646.30 120.5270% 8 01039 JAMES H. ADAMS & SON CONSTRUCTION COMPANY, INC. $ 2,470,047.10 126.2731% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23029 |( 3 ) 23056 |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C002 349.000 SQYD| 4.18000 1458.82| 2.74000 956.26| 4.33000 1511.17 Removing Concrete Slope Paving | | | 0020 206D000 56.000 LF | 6.27000 351.12| 5.70000 319.20| 8.99000 503.44 Removing Pipe | | | 0030 210A000 13796.000 CUYD| 4.38000 60426.48| 3.27000 45112.92| 3.74000 51597.04 Unclassified Excavation | | | 0040 210D012 10089.000 CUYD| 6.81000 68706.09| 5.90000 59525.10| 6.24000 62955.36 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0050 214A000 110.000 CUYD| 6.52000 717.20| 9.63000 1059.30| 6.36000 699.60 Structure Excavation | | | 0060 214B001 42.000 CUYD| 42.39000 1780.38| 62.16000 2610.72| 33.92000 1424.64 Foundation Backfill, Commercial | | | 0070 230A000 162.000 RBST| 175.77000 28474.74| 159.46000 25832.52| 175.80000 28479.60 Roadbed Processing | | | 0080 301A012 32327.000 SQYD| 6.76000 218530.52| 6.59000 213034.93| 8.02000 259262.54 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 30441.000 SQYD| 0.46000 14002.86| 0.47000 14307.27| 0.48000 14611.68 Bituminous Treatment A | | | 0100 405A000 3951.000 GAL | 1.17000 4622.67| 1.05000 4148.55| 1.06000 4188.06 Tack Coat | | | 0110 408A052 23491.000 SQYD| 0.52000 12215.32| 0.95000 22316.45| 0.95000 22316.45 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0120 424A360 3936.000 TON | 35.99000 141656.64| 41.00000 161376.00| 41.34000 162714.24 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A363 50.000 TON | 59.74000 2987.00| 63.08000 3154.00| 66.52000 3326.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424A366 1944.000 TON | 39.76000 77293.44| 43.31000 84194.64| 43.67000 84894.48 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 7872.000 TON | 32.76000 257886.72| 38.90000 306220.80| 39.22000 308739.84 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23029 |( 3 ) 23056 |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B681 4266.000 TON | 35.16000 149992.56| 38.90000 165947.40| 39.22000 167312.52 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424C361 4977.000 TON | 34.47000 171557.19| 38.11000 189673.47| 38.43000 191266.11 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 430B040 50.000 TON | 24.80000 1240.00| 23.81000 1190.50| 29.19000 1459.50 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0190 502A000 3965.000 LB | 0.82000 3251.30| 0.84000 3330.60| 0.64000 2537.60 Steel Reinforcement | | | 0200 524B011 25.000 CUYD| 1304.40000 32610.00| 545.79000 13644.75| 654.02000 16350.50 Culvert Concrete Extension (Cast In | | | Place) | | | 0210 530A102 64.000 LF | 54.38000 3480.32| 36.49000 2335.36| 41.59000 2661.76 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 530A104 14.000 LF | 105.31000 1474.34| 73.60000 1030.40| 77.98000 1091.72 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 535A410 252.000 LF | 19.85000 5002.20| 19.08000 4808.16| 26.70000 6728.40 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 535A411 56.000 LF | 22.14000 1239.84| 20.29000 1136.24| 31.90000 1786.40 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 600A000 LUMP| 63903.19000 63903.19| 90831.56000 90831.56| 59783.00000 59783.00 Mobilization | | | 0260 606A012 3230.000 LF | 5.68000 18346.40| 7.18000 23191.40| 7.75000 25032.50 6" Underdrain Pipe, Type 8 | | | 0270 614A000 38.000 CUYD| 309.80000 11772.40| 222.92000 8470.96| 282.28000 10726.64 Slope Paving | | | 0280 619A003 4.000 EACH| 461.98000 1847.92| 330.01000 1320.04| 462.72000 1850.88 24" Roadway Pipe End Treatment, Class 1 | | | 0290 619A005 1.000 EACH| 706.55000 706.55| 452.77000 452.77| 735.55000 735.55 36" Roadway Pipe End Treatment, Class 1 | | | 0300 619A100 17.000 EACH| 353.28000 6005.76| 302.61000 5144.37| 330.17000 5612.89 15" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23029 |( 3 ) 23056 |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 619A101 2.000 EACH| 402.19000 804.38| 319.10000 638.20| 415.25000 830.50 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 620A000 6.000 CUYD| 543.50000 3261.00| 664.52000 3987.12| 123.10000 738.60 Minor Structure Concrete | | | 0330 621C027 1.000 EACH| 1793.55000 1793.55| 1917.22000 1917.22| 1616.63000 1616.63 Inlets, Type C | | | 0340 630A001 12850.000 LF | 10.60000 136210.00| 11.46000 147261.00| 10.48000 134668.00 Steel Beam Guardrail, Class A, Type 2 | | | 0350 630C050 36.000 EACH| 1358.75000 48915.00| 1817.35000 65424.60| 1529.58000 55064.88 Guardrail End Anchor, Type 20 Series | | | 0360 650A000 4831.000 CUYD| 7.93000 38309.83| 8.64000 41739.84| 7.30000 35266.30 Topsoil | | | 0370 652A061 9.000 ACRE| 543.50000 4891.50| 615.77000 5541.93| 530.00000 4770.00 Seeding (Mix 3E) | | | 0380 654A001 14946.000 SQYD| 2.99000 44688.54| 3.12000 46631.52| 2.92000 43642.32 Solid Sodding (Bermuda) | | | 0390 656A000 9.000 ACRE| 543.50000 4891.50| 506.17000 4555.53| 530.00000 4770.00 Mulching, Class A, Type 1 | | | 0400 659A000 14755.000 SQYD| 2.17000 32018.35| 0.68000 10033.40| 2.12000 31280.60 Erosion Control Netting, Class A | | | 0410 665A000 9.000 ACRE| 271.75000 2445.75| 324.73000 2922.57| 530.00000 4770.00 Temporary Seeding | | | 0420 665B000 9.000 ACRE| 271.75000 2445.75| 309.29000 2783.61| 530.00000 4770.00 Temporary Mulching | | | 0430 665F000 300.000 EACH| 5.28000 1584.00| 3.91000 1173.00| 7.07000 2121.00 Hay Bales | | | 0440 665G000 300.000 EACH| 2.64000 792.00| 2.04000 612.00| 3.32000 996.00 Sand Bags | | | 0450 665I000 210.000 TON | 31.55000 6625.50| 26.38000 5539.80| 43.82000 9202.20 Temporary Riprap, Class 2 | | | 0460 665J000 29550.000 LF | 2.32000 68556.00| 2.13000 62941.50| 1.95000 57622.50 Silt Fence, Type A | | | 0470 665K000 350.000 CUYD| 5.85000 2047.50| 6.05000 2117.50| 11.03000 3860.50 Drainage Sump Excavation | | | 0480 666A001 9.000 ACRE| 32.61000 293.49| 111.84000 1006.56| 53.00000 477.00 Pest Control Treatment | | | 0490 680A000 LUMP| 11893.26000 11893.26| 4261.37000 4261.37| 5575.00000 5575.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -5 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23029 |( 3 ) 23056 |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 701C002 2.000 MILE| 271.75000 543.50| 262.82000 525.64| 265.00000 530.00 Broken Temporary Traffic Stripe (Paint) | | | 0510 701C003 36.000 MILE| 271.75000 9783.00| 262.82000 9461.52| 265.00000 9540.00 Solid Temporary Traffic Stripe (Paint) | | | 0520 701D008 12.000 MILE| 869.60000 10435.20| 841.02000 10092.24| 848.00000 10176.00 Solid Traffic Stripe Removed (Plastic) | | | 0530 701D014 1.000 MILE| 543.50000 543.50| 525.63000 525.63| 530.00000 530.00 Broken Traffic Stripe Removed (Paint) | | | 0540 701D015 4.000 MILE| 760.90000 3043.60| 735.89000 2943.56| 742.00000 2968.00 Broken Traffic Stripe Removed (Plastic) | | | 0550 702A040 2.000 MILE| 2174.00000 4348.00| 2102.54000 4205.08| 2120.00000 4240.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0560 702A041 7.000 MILE| 4348.00000 30436.00| 4205.07000 29435.49| 4240.00000 29680.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0570 702A043 6.000 MILE| 4348.00000 26088.00| 4205.07000 25230.42| 4240.00000 25440.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0580 702B011 6428.000 LF | 1.52000 9770.56| 1.47000 9449.16| 1.48000 9513.44 Dotted Profiled Traffic Stripe (6" Wide | | | 0590 703A002 2264.000 SQFT| 1.79000 4052.56| 1.73000 3916.72| 1.75000 3962.00 Traffic Control Markings, Class 2, Type | | | A | | | 0600 703B002 45.000 SQFT| 2.17000 97.65| 2.10000 94.50| 2.12000 95.40 Traffic Control Legends, Class 2, Type | | | 0610 703C001 250.000 SQFT| 2.45000 612.50| 2.37000 592.50| 2.39000 597.50 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0620 703D002 2231.000 SQFT| 0.54000 1204.74| 0.53000 1182.43| 0.53000 1182.43 Temporary Traffic Control Markings | | | (Paint) | | | 0630 705A023 946.000 EACH| 5.33000 5042.18| 5.15000 4871.90| 5.19000 4909.74 Pavement Markers, Class C, Type 2-D | | | 0640 705A030 278.000 EACH| 5.33000 1481.74| 5.15000 1431.70| 5.19000 1442.82 Pavement Markers, Class A-H, Type 2-C | | | 0650 705A031 131.000 EACH| 5.33000 698.23| 5.15000 674.65| 5.19000 679.89 Pavement Markers, Class A-H, Type 1-A | | | 0660 705A037 473.000 EACH| 5.33000 2521.09| 5.15000 2435.95| 5.19000 2454.87 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -6 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23029 |( 3 ) 23056 |HOSEA O. WEAVER & SONS, INC |J. S. WALTON & COMPANY, INC |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 710A115 128.000 SQFT| 21.85000 2796.80| 17.33000 2218.24| 16.43000 2103.04 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0680 710B001 208.000 LF | 8.97000 1865.76| 7.27000 1512.16| 6.89000 1433.12 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0690 740B000 839.000 SQFT| 4.77000 4002.03| 9.62000 8071.18| 17.51000 14690.89 Construction Signs | | | 0700 740D000 400.000 EACH| 29.84000 11936.00| 20.68000 8272.00| 1.23000 492.00 Channelizing Drums | | | 0710 740E000 75.000 EACH| 5.44000 408.00| 4.75000 356.25| 12.08000 906.00 Cones (36 Inches High) | | | 0720 740F002 24.000 EACH| 238.73000 5729.52| 25.56000 613.44| 33.55000 805.20 Barricades, Type III | | | 0730 740I005 40.000 EACH| 256.63000 10265.20| 211.69000 8467.60| 166.39000 6655.60 Warning Lights, Type B (Detachable Head | | | 0740 740L005 375.000 EACH| 70.88000 26580.00| 42.20000 15825.00| 1.23000 461.25 Vertical Panel, Type I (Double-Sided) | | | 0750 740M001 75.000 EACH| 5.97000 447.75| 1.48000 111.00| 7.72000 579.00 Ballast For Cone | | | 0760 741C010 2.000 EACH| 2387.29000 4774.58| 2292.34000 4584.68| 335.46000 670.92 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0770 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,956,114.56| $ 2,025,465.55| $ 2,041,541.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,956,114.56| $ 2,025,465.55| $ 2,041,541.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -7 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20044 |( 5 ) 13008 |( 6 ) 09010 |FRANK TURNER CONSTRUCTION C |MOBILE ASPHALT COMPANY, LLC |INDUSTRIAL SERVICES OF MOBILE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C002 349.000 SQYD| 6.00000 2094.00| 4.50000 1570.50| 1.93000 673.57 Removing Concrete Slope Paving | | | 0020 206D000 56.000 LF | 8.00000 448.00| 9.30000 520.80| 4.67000 261.52 Removing Pipe | | | 0030 210A000 13796.000 CUYD| 3.50000 48286.00| 3.90000 53804.40| 4.37000 60288.52 Unclassified Excavation | | | 0040 210D012 10089.000 CUYD| 5.65000 57002.85| 6.50000 65578.50| 6.91000 69714.99 Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0050 214A000 110.000 CUYD| 12.00000 1320.00| 11.35000 1248.50| 7.30000 803.00 Structure Excavation | | | 0060 214B001 42.000 CUYD| 40.00000 1680.00| 44.35000 1862.70| 38.51000 1617.42 Foundation Backfill, Commercial | | | 0070 230A000 162.000 RBST| 150.00000 24300.00| 182.45000 29556.90| 185.58000 30063.96 Roadbed Processing | | | 0080 301A012 32327.000 SQYD| 6.90000 223056.30| 8.35000 269930.45| 7.25000 234370.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 30441.000 SQYD| 0.50000 15220.50| 0.45000 13698.45| 0.53000 16133.73 Bituminous Treatment A | | | 0100 405A000 3951.000 GAL | 0.83000 3279.33| 0.95000 3753.45| 1.18000 4662.18 Tack Coat | | | 0110 408A052 23491.000 SQYD| 1.30000 30538.30| 0.85000 19967.35| 1.06000 24900.46 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0120 424A360 3936.000 TON | 39.64000 156023.04| 38.30000 150748.80| 45.83000 180386.88 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A363 50.000 TON | 42.64000 2132.00| 86.85000 4342.50| 88.13000 4406.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424A366 1944.000 TON | 37.64000 73172.16| 40.40000 78537.60| 48.41000 94109.04 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 7872.000 TON | 36.29000 285674.88| 36.15000 284572.80| 43.48000 342274.56 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -8 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20044 |( 5 ) 13008 |( 6 ) 09010 |FRANK TURNER CONSTRUCTION C |MOBILE ASPHALT COMPANY, LLC |INDUSTRIAL SERVICES OF MOBILE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B681 4266.000 TON | 35.29000 150547.14| 36.80000 156988.80| 43.48000 185485.68 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424C361 4977.000 TON | 34.69000 172652.13| 35.30000 175688.10| 42.60000 212020.20 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 430B040 50.000 TON | 50.00000 2500.00| 30.40000 1520.00| 28.95000 1447.50 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0190 502A000 3965.000 LB | 1.00000 3965.00| 1.70000 6740.50| 0.88000 3489.20 Steel Reinforcement | | | 0200 524B011 25.000 CUYD| 600.00000 15000.00| 1420.90000 35522.50| 1410.12000 35253.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0210 530A102 64.000 LF | 49.52000 3169.28| 43.20000 2764.80| 39.36000 2519.04 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 530A104 14.000 LF | 83.37000 1167.18| 80.90000 1132.60| 69.76000 976.64 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 535A410 252.000 LF | 34.75000 8757.00| 27.70000 6980.40| 25.13000 6332.76 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 535A411 56.000 LF | 42.27000 2367.12| 33.10000 1853.60| 29.96000 1677.76 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 600A000 LUMP| 75000.00000 75000.00| 64500.00000 64500.00| 51054.63000 51054.63 Mobilization | | | 0260 606A012 3230.000 LF | 6.00000 19380.00| 8.05000 26001.50| 6.93000 22383.90 6" Underdrain Pipe, Type 8 | | | 0270 614A000 38.000 CUYD| 295.00000 11210.00| 313.60000 11916.80| 334.90000 12726.20 Slope Paving | | | 0280 619A003 4.000 EACH| 662.00000 2648.00| 489.85000 1959.40| 499.42000 1997.68 24" Roadway Pipe End Treatment, Class 1 | | | 0290 619A005 1.000 EACH| 1495.00000 1495.00| 766.15000 766.15| 763.82000 763.82 36" Roadway Pipe End Treatment, Class 1 | | | 0300 619A100 17.000 EACH| 396.00000 6732.00| 371.55000 6316.35| 381.91000 6492.47 15" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -9 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20044 |( 5 ) 13008 |( 6 ) 09010 |FRANK TURNER CONSTRUCTION C |MOBILE ASPHALT COMPANY, LLC |INDUSTRIAL SERVICES OF MOBILE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 619A101 2.000 EACH| 457.00000 914.00| 436.45000 872.90| 434.79000 869.58 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 620A000 6.000 CUYD| 500.00000 3000.00| 127.75000 766.50| 587.55000 3525.30 Minor Structure Concrete | | | 0330 621C027 1.000 EACH| 2000.00000 2000.00| 1377.05000 1377.05| 1938.92000 1938.92 Inlets, Type C | | | 0340 630A001 12850.000 LF | 12.00000 154200.00| 10.95000 140707.50| 11.75000 150987.50 Steel Beam Guardrail, Class A, Type 2 | | | 0350 630C050 36.000 EACH| 1500.00000 54000.00| 1736.35000 62508.60| 1468.88000 52879.68 Guardrail End Anchor, Type 20 Series | | | 0360 650A000 4831.000 CUYD| 8.00000 38648.00| 7.55000 36474.05| 12.94000 62513.14 Topsoil | | | 0370 652A061 9.000 ACRE| 600.00000 5400.00| 515.50000 4639.50| 587.55000 5287.95 Seeding (Mix 3E) | | | 0380 654A001 14946.000 SQYD| 4.00000 59784.00| 3.45000 51563.70| 4.63000 69199.98 Solid Sodding (Bermuda) | | | 0390 656A000 9.000 ACRE| 600.00000 5400.00| 472.95000 4256.55| 587.55000 5287.95 Mulching, Class A, Type 1 | | | 0400 659A000 14755.000 SQYD| 2.41000 35559.55| 1.95000 28772.25| 2.17000 32018.35 Erosion Control Netting, Class A | | | 0410 665A000 9.000 ACRE| 600.00000 5400.00| 345.40000 3108.60| 293.78000 2644.02 Temporary Seeding | | | 0420 665B000 9.000 ACRE| 500.00000 4500.00| 345.40000 3108.60| 293.78000 2644.02 Temporary Mulching | | | 0430 665F000 300.000 EACH| 6.00000 1800.00| 8.30000 2490.00| 9.31000 2793.00 Hay Bales | | | 0440 665G000 300.000 EACH| 4.00000 1200.00| 3.45000 1035.00| 2.68000 804.00 Sand Bags | | | 0450 665I000 210.000 TON | 31.00000 6510.00| 44.75000 9397.50| 45.68000 9592.80 Temporary Riprap, Class 2 | | | 0460 665J000 29550.000 LF | 4.00000 118200.00| 2.00000 59100.00| 1.60000 47280.00 Silt Fence, Type A | | | 0470 665K000 350.000 CUYD| 6.00000 2100.00| 11.45000 4007.50| 4.37000 1529.50 Drainage Sump Excavation | | | 0480 666A001 9.000 ACRE| 100.00000 900.00| 63.25000 569.25| 35.25000 317.25 Pest Control Treatment | | | 0490 680A000 LUMP| 15000.00000 15000.00| 12500.00000 12500.00| 11686.39000 11686.39 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -10 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20044 |( 5 ) 13008 |( 6 ) 09010 |FRANK TURNER CONSTRUCTION C |MOBILE ASPHALT COMPANY, LLC |INDUSTRIAL SERVICES OF MOBILE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 701C002 2.000 MILE| 250.00000 500.00| 227.35000 454.70| 293.78000 587.56 Broken Temporary Traffic Stripe (Paint) | | | 0510 701C003 36.000 MILE| 250.00000 9000.00| 341.00000 12276.00| 293.78000 10576.08 Solid Temporary Traffic Stripe (Paint) | | | 0520 701D008 12.000 MILE| 800.00000 9600.00| 1364.05000 16368.60| 940.08000 11280.96 Solid Traffic Stripe Removed (Plastic) | | | 0530 701D014 1.000 MILE| 500.00000 500.00| 568.35000 568.35| 587.55000 587.55 Broken Traffic Stripe Removed (Paint) | | | 0540 701D015 4.000 MILE| 700.00000 2800.00| 966.20000 3864.80| 822.57000 3290.28 Broken Traffic Stripe Removed (Plastic) | | | 0550 702A040 2.000 MILE| 2000.00000 4000.00| 2046.10000 4092.20| 2350.20000 4700.40 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0560 702A041 7.000 MILE| 4000.00000 28000.00| 4433.20000 31032.40| 4700.41000 32902.87 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0570 702A043 6.000 MILE| 4000.00000 24000.00| 4433.20000 26599.20| 4700.41000 28202.46 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0580 702B011 6428.000 LF | 1.40000 8999.20| 1.40000 8999.20| 1.65000 10606.20 Dotted Profiled Traffic Stripe (6" Wide | | | 0590 703A002 2264.000 SQFT| 1.65000 3735.60| 2.10000 4754.40| 1.94000 4392.16 Traffic Control Markings, Class 2, Type | | | A | | | 0600 703B002 45.000 SQFT| 2.00000 90.00| 2.10000 94.50| 2.35000 105.75 Traffic Control Legends, Class 2, Type | | | 0610 703C001 250.000 SQFT| 2.25000 562.50| 5.70000 1425.00| 2.64000 660.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0620 703D002 2231.000 SQFT| 0.50000 1115.50| 1.15000 2565.65| 0.59000 1316.29 Temporary Traffic Control Markings | | | (Paint) | | | 0630 705A023 946.000 EACH| 4.90000 4635.40| 5.10000 4824.60| 5.76000 5448.96 Pavement Markers, Class C, Type 2-D | | | 0640 705A030 278.000 EACH| 4.90000 1362.20| 5.10000 1417.80| 5.76000 1601.28 Pavement Markers, Class A-H, Type 2-C | | | 0650 705A031 131.000 EACH| 4.90000 641.90| 5.10000 668.10| 5.76000 754.56 Pavement Markers, Class A-H, Type 1-A | | | 0660 705A037 473.000 EACH| 4.90000 2317.70| 5.10000 2412.30| 5.76000 2724.48 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -11 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 20044 |( 5 ) 13008 |( 6 ) 09010 |FRANK TURNER CONSTRUCTION C |MOBILE ASPHALT COMPANY, LLC |INDUSTRIAL SERVICES OF MOBILE, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 710A115 128.000 SQFT| 8.40000 1075.20| 21.50000 2752.00| 21.20000 2713.60 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0680 710B001 208.000 LF | 2.10000 436.80| 8.80000 1830.40| 5.12000 1064.96 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0690 740B000 839.000 SQFT| 9.60000 8054.40| 8.25000 6921.75| 13.73000 11519.47 Construction Signs | | | 0700 740D000 400.000 EACH| 55.00000 22000.00| 61.40000 24560.00| 86.10000 34440.00 Channelizing Drums | | | 0710 740E000 75.000 EACH| 9.00000 675.00| 11.50000 862.50| 6.90000 517.50 Cones (36 Inches High) | | | 0720 740F002 24.000 EACH| 165.00000 3960.00| 176.20000 4228.80| 335.28000 8046.72 Barricades, Type III | | | 0730 740I005 40.000 EACH| 150.00000 6000.00| 261.45000 10458.00| 268.77000 10750.80 Warning Lights, Type B (Detachable Head | | | 0740 740L005 375.000 EACH| 56.40000 21150.00| 73.90000 27712.50| 58.70000 22012.50 Vertical Panel, Type I (Double-Sided) | | | 0750 740M001 75.000 EACH| 6.75000 506.25| 9.55000 716.25| 8.01000 600.75 Ballast For Cone | | | 0760 741C010 2.000 EACH| 4575.00000 9150.00| 2500.80000 5001.60| 6493.18000 12986.36 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0770 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,090,800.41| $ 2,115,661.85| $ 2,298,077.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,090,800.41| $ 2,115,661.85| $ 2,298,077.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -12 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 01039 |( ) |S. J. & L., INC. |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C002 349.000 SQYD| 2.10000 732.90| 4.00000 1396.00| Removing Concrete Slope Paving | | | 0020 206D000 56.000 LF | 7.20000 403.20| 5.00000 280.00| Removing Pipe | | | 0030 210A000 13796.000 CUYD| 4.60000 63461.60| 5.50000 75878.00| Unclassified Excavation | | | 0040 210D012 10089.000 CUYD| 10.35000 104421.15| 8.00000 80712.00| Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0050 214A000 110.000 CUYD| 7.10000 781.00| 10.00000 1100.00| Structure Excavation | | | 0060 214B001 42.000 CUYD| 50.00000 2100.00| 40.00000 1680.00| Foundation Backfill, Commercial | | | 0070 230A000 162.000 RBST| 210.00000 34020.00| 270.00000 43740.00| Roadbed Processing | | | 0080 301A012 32327.000 SQYD| 8.05000 260232.35| 7.50000 242452.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 30441.000 SQYD| 0.55000 16742.55| 0.60000 18264.60| Bituminous Treatment A | | | 0100 405A000 3951.000 GAL | 1.20000 4741.20| 2.40000 9482.40| Tack Coat | | | 0110 408A052 23491.000 SQYD| 1.05000 24665.55| 1.00000 23491.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0120 424A360 3936.000 TON | 46.15000 181646.40| 44.50000 175152.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A363 50.000 TON | 74.30000 3715.00| 70.00000 3500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424A366 1944.000 TON | 48.80000 94867.20| 47.40000 92145.60| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B651 7872.000 TON | 43.80000 344793.60| 42.60000 335347.20| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -13 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 01039 |( ) |S. J. & L., INC. |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B681 4266.000 TON | 43.80000 186850.80| 42.60000 181731.60| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424C361 4977.000 TON | 42.90000 213513.30| 41.70000 207540.90| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 430B040 50.000 TON | 29.00000 1450.00| 22.00000 1100.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0190 502A000 3965.000 LB | 0.70000 2775.50| 1.00000 3965.00| Steel Reinforcement | | | 0200 524B011 25.000 CUYD| 730.00000 18250.00| 1400.00000 35000.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0210 530A102 64.000 LF | 39.40000 2521.60| 46.00000 2944.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 530A104 14.000 LF | 81.90000 1146.60| 70.00000 980.00| 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 535A410 252.000 LF | 23.35000 5884.20| 23.00000 5796.00| 15" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 535A411 56.000 LF | 27.70000 1551.20| 30.00000 1680.00| 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 600A000 LUMP| 66000.00000 66000.00| 100000.00000 100000.00| Mobilization | | | 0260 606A012 3230.000 LF | 6.30000 20349.00| 5.00000 16150.00| 6" Underdrain Pipe, Type 8 | | | 0270 614A000 38.000 CUYD| 260.50000 9899.00| 325.00000 12350.00| Slope Paving | | | 0280 619A003 4.000 EACH| 680.75000 2723.00| 500.00000 2000.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0290 619A005 1.000 EACH| 1200.00000 1200.00| 750.00000 750.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0300 619A100 17.000 EACH| 562.50000 9562.50| 375.00000 6375.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -14 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 01039 |( ) |S. J. & L., INC. |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 619A101 2.000 EACH| 592.00000 1184.00| 425.00000 850.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0320 620A000 6.000 CUYD| 770.00000 4620.00| 575.00000 3450.00| Minor Structure Concrete | | | 0330 621C027 1.000 EACH| 3400.00000 3400.00| 2000.00000 2000.00| Inlets, Type C | | | 0340 630A001 12850.000 LF | 10.90000 140065.00| 11.25000 144562.50| Steel Beam Guardrail, Class A, Type 2 | | | 0350 630C050 36.000 EACH| 1400.00000 50400.00| 1500.00000 54000.00| Guardrail End Anchor, Type 20 Series | | | 0360 650A000 4831.000 CUYD| 10.95000 52899.45| 10.00000 48310.00| Topsoil | | | 0370 652A061 9.000 ACRE| 755.00000 6795.00| 600.00000 5400.00| Seeding (Mix 3E) | | | 0380 654A001 14946.000 SQYD| 2.90000 43343.40| 3.75000 56047.50| Solid Sodding (Bermuda) | | | 0390 656A000 9.000 ACRE| 830.00000 7470.00| 600.00000 5400.00| Mulching, Class A, Type 1 | | | 0400 659A000 14755.000 SQYD| 1.60000 23608.00| 3.00000 44265.00| Erosion Control Netting, Class A | | | 0410 665A000 9.000 ACRE| 730.00000 6570.00| 400.00000 3600.00| Temporary Seeding | | | 0420 665B000 9.000 ACRE| 790.00000 7110.00| 400.00000 3600.00| Temporary Mulching | | | 0430 665F000 300.000 EACH| 6.20000 1860.00| 5.00000 1500.00| Hay Bales | | | 0440 665G000 300.000 EACH| 3.75000 1125.00| 3.00000 900.00| Sand Bags | | | 0450 665I000 210.000 TON | 37.00000 7770.00| 25.00000 5250.00| Temporary Riprap, Class 2 | | | 0460 665J000 29550.000 LF | 2.60000 76830.00| 4.00000 118200.00| Silt Fence, Type A | | | 0470 665K000 350.000 CUYD| 7.05000 2467.50| 10.00000 3500.00| Drainage Sump Excavation | | | 0480 666A001 9.000 ACRE| 300.00000 2700.00| 100.00000 900.00| Pest Control Treatment | | | 0490 680A000 LUMP| 18250.00000 18250.00| 40000.00000 40000.00| Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -15 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 01039 |( ) |S. J. & L., INC. |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 701C002 2.000 MILE| 280.00000 560.00| 360.00000 720.00| Broken Temporary Traffic Stripe (Paint) | | | 0510 701C003 36.000 MILE| 279.25000 10053.00| 500.00000 18000.00| Solid Temporary Traffic Stripe (Paint) | | | 0520 701D008 12.000 MILE| 893.50000 10722.00| 1450.00000 17400.00| Solid Traffic Stripe Removed (Plastic) | | | 0530 701D014 1.000 MILE| 560.00000 560.00| 600.00000 600.00| Broken Traffic Stripe Removed (Paint) | | | 0540 701D015 4.000 MILE| 781.85000 3127.40| 1000.00000 4000.00| Broken Traffic Stripe Removed (Plastic) | | | 0550 702A040 2.000 MILE| 2250.00000 4500.00| 2100.00000 4200.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0560 702A041 7.000 MILE| 4465.00000 31255.00| 4500.00000 31500.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0570 702A043 6.000 MILE| 4465.00000 26790.00| 4500.00000 27000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0580 702B011 6428.000 LF | 1.60000 10284.80| 2.30000 14784.40| Dotted Profiled Traffic Stripe (6" Wide | | | 0590 703A002 2264.000 SQFT| 1.85000 4188.40| 2.30000 5207.20| Traffic Control Markings, Class 2, Type | | | A | | | 0600 703B002 45.000 SQFT| 2.25000 101.25| 2.30000 103.50| Traffic Control Legends, Class 2, Type | | | 0610 703C001 250.000 SQFT| 2.50000 625.00| 6.00000 1500.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0620 703D002 2231.000 SQFT| 0.60000 1338.60| 1.20000 2677.20| Temporary Traffic Control Markings | | | (Paint) | | | 0630 705A023 946.000 EACH| 5.50000 5203.00| 5.25000 4966.50| Pavement Markers, Class C, Type 2-D | | | 0640 705A030 278.000 EACH| 5.50000 1529.00| 5.25000 1459.50| Pavement Markers, Class A-H, Type 2-C | | | 0650 705A031 131.000 EACH| 5.50000 720.50| 5.25000 687.75| Pavement Markers, Class A-H, Type 1-A | | | 0660 705A037 473.000 EACH| 5.50000 2601.50| 5.25000 2483.25| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 008 -16 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20020628008 COUNTIES : MOBILE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 19058 |( 8 ) 01039 |( ) |S. J. & L., INC. |JAMES H. ADAMS & SON CONSTR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 710A115 128.000 SQFT| 18.35000 2348.80| 20.00000 2560.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0680 710B001 208.000 LF | 7.70000 1601.60| 8.00000 1664.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0690 740B000 839.000 SQFT| 9.00000 7551.00| 10.00000 8390.00| Construction Signs | | | 0700 740D000 400.000 EACH| 76.95000 30780.00| 80.00000 32000.00| Channelizing Drums | | | 0710 740E000 75.000 EACH| 14.20000 1065.00| 11.00000 825.00| Cones (36 Inches High) | | | 0720 740F002 24.000 EACH| 272.30000 6535.20| 300.00000 7200.00| Barricades, Type III | | | 0730 740I005 40.000 EACH| 355.00000 14200.00| 380.00000 15200.00| Warning Lights, Type B (Detachable Head | | | 0740 740L005 375.000 EACH| 71.00000 26625.00| 72.00000 27000.00| Vertical Panel, Type I (Double-Sided) | | | 0750 740M001 75.000 EACH| 9.50000 712.50| 8.00000 600.00| Ballast For Cone | | | 0760 741C010 2.000 EACH| 6000.00000 12000.00| 6000.00000 12000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0770 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,357,646.30| $ 2,470,047.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,357,646.30| $ 2,470,047.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON CONTRACT TIME : 250 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACNHF-333(7) for constructing the Grade, Drainage, and UST Removal on U.S.#84 (S.R.#12) from C.R.#30 to S.R.#141 northeast of Opp. Length - 3.911 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07001 S. A. GRAHAM COMPANY, INC. $ 1,632,731.44 100.0000% 2 14007 W. S. NEWELL & SONS, INC. $ 1,716,271.77 105.1166% 3 20050 TOMLIN CONSTRUCTION, LLC $ 1,721,678.00 105.4477% 4 14001 NEWELL ROADBUILDERS, INC. $ 1,736,097.26 106.3309% 5 18005 GRADY RALLS & SONS, INC. $ 1,833,448.20 112.2933% 6 03041 HILTON COOPER CONTRACTING, INC. $ 1,874,290.30 114.7948% 7 04014 DUBOSE CONSTRUCTION, L.L.C. $ 1,888,315.75 115.6538% 8 02091 BOYD EXCAVATING, INC. $ 2,186,785.70 133.9342% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 14007 |( 3 ) 20050 |S. A. GRAHAM COMPANY, INC. |W. S. NEWELL & SONS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 260672.08000 260672.08| 143442.00000 143442.00| 200000.00000 200000.00 Clearing & Grubbing (Approximately 110 | | | Acres) | | | 0020 204A000 3.000 EACH| 232.52000 697.56| 500.00000 1500.00| 2.00000 6.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 6 | | | 0080 205A006 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 7 | | | 0090 205A007 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 11 | | | 0100 205A008 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 12 | | | 0110 205A009 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 15 | | | 0120 205A010 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 16 | | | 0130 205A011 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 18 | | | 0140 205A012 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 19 | | | 0150 205A013 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 21 | | | 0160 205A014 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 22 | | | 0170 205A015 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 23 | | | 0180 205A016 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 25 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 14007 |( 3 ) 20050 |S. A. GRAHAM COMPANY, INC. |W. S. NEWELL & SONS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 26 | | | 0200 205A018 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 30 | | | 0210 205A019 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 31 | | | 0220 205A020 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 32 | | | 0230 205A021 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal of Structures, Structure No. 33 | | | 0240 205A022 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 34 | | | 0250 205A023 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 35 | | | 0260 205A024 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 36 | | | 0270 205A025 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 37 | | | 0280 205A026 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 38 | | | 0290 205A027 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of structures, Structure No. 39 | | | 0300 205A028 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 40 | | | 0310 205A029 1.000 EACH| 84.75000 84.75| 200.00000 200.00| 1.00000 1.00 Removal Of Structures, Structure No. 41 | | | 0320 206C010 184.000 SQYD| 3.85000 708.40| 5.00000 920.00| 2.00000 368.00 Removing Concrete Driveway | | | 0330 206D000 314.000 LF | 6.20000 1946.80| 5.00000 1570.00| 3.00000 942.00 Removing Pipe | | | 0340 206E001 3.000 EACH| 123.89000 371.67| 200.00000 600.00| 300.00000 900.00 Removing Inlets | | | 0350 210A000 167395.000 CUYD| 1.30000 217613.50| 1.54000 257788.30| 1.50000 251092.50 Unclassified Excavation | | | 0360 210D000 5000.000 CUYD| 1.00000 5000.00| 0.01000 50.00| 1.00000 5000.00 Borrow Excavation | | | 0370 214A000 3852.000 CUYD| 3.42000 13173.84| 3.00000 11556.00| 5.00000 19260.00 Structure Excavation | | | 0380 214B001 1003.000 CUYD| 20.05000 20110.15| 10.00000 10030.00| 21.00000 21063.00 Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 14007 |( 3 ) 20050 |S. A. GRAHAM COMPANY, INC. |W. S. NEWELL & SONS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 250C000 1.000 EACH| 15000.00000 15000.00| 4000.00000 4000.00| 5000.00000 5000.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0400 306E000 1.000 EACH| 7624.00000 7624.00| 0.01000 0.01| 9000.00000 9000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0410 430B000 300.000 TON | 19.25000 5775.00| 25.00000 7500.00| 21.00000 6300.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0420 502A000 12840.000 LB | 0.50000 6420.00| 0.50000 6420.00| 0.50000 6420.00 Steel Reinforcement | | | 0430 524B011 70.000 CUYD| 425.00000 29750.00| 425.00000 29750.00| 425.00000 29750.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0440 530A001 322.000 LF | 16.64000 5358.08| 20.00000 6440.00| 18.00000 5796.00 18" Roadway Pipe (Class 3 R.C.) | | | 0450 530A002 1867.000 LF | 24.00000 44808.00| 24.00000 44808.00| 24.00000 44808.00 24" Roadway Pipe (Class 3 R.C.) | | | 0460 530A003 139.000 LF | 30.68000 4264.52| 32.00000 4448.00| 28.00000 3892.00 30" Roadway Pipe (Class 3 R.C.) | | | 0470 530A004 201.000 LF | 38.24000 7686.24| 45.00000 9045.00| 34.00000 6834.00 36" Roadway Pipe (Class 3 R.C.) | | | 0480 530A005 93.000 LF | 45.44000 4225.92| 60.00000 5580.00| 48.00000 4464.00 42" Roadway Pipe (Class 3 R.C.) | | | 0490 530A101 8.000 LF | 22.91000 183.28| 45.00000 360.00| 18.00000 144.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 530A102 24.000 LF | 28.87000 692.88| 35.00000 840.00| 24.00000 576.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530B002 79.000 LF | 39.46000 3117.34| 55.00000 4345.00| 50.00000 3950.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0520 530B004 289.000 LF | 68.10000 19680.90| 61.00000 17629.00| 66.00000 19074.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0530 535A001 400.000 LF | 15.60000 6240.00| 16.00000 6400.00| 15.00000 6000.00 18" Side Drain Pipe | | | 0540 535A002 360.000 LF | 18.35000 6606.00| 22.00000 7920.00| 22.00000 7920.00 24" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 14007 |( 3 ) 20050 |S. A. GRAHAM COMPANY, INC. |W. S. NEWELL & SONS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 535A651 430.000 LF | 17.21000 7400.30| 18.00000 7740.00| 20.00000 8600.00 18" Side Drain Pipe (Temporary) | | | 0560 600A000 LUMP| 20550.00000 20550.00| 215000.00000 215000.00| 5000.00000 5000.00 Mobilization | | | 0570 601A000 1.000 EACH| 50.00000 50.00| 0.01000 0.01| 8000.00000 8000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0580 602A000 53.000 EACH| 88.57000 4694.21| 80.00000 4240.00| 85.00000 4505.00 Right Of Way Markers | | | 0590 606A000 1000.000 LF | 7.57000 7570.00| 8.00000 8000.00| 15.00000 15000.00 6" Underdrain Pipe | | | 0600 610C001 132.000 TON | 26.00000 3432.00| 38.00000 5016.00| 30.00000 3960.00 Loose Riprap, Class 2 | | | 0610 610D003 86.000 SQYD| 1.92000 165.12| 3.50000 301.00| 3.00000 258.00 Filter Blanket, Geotextile | | | 0620 614A000 3230.000 CUYD| 150.00000 484500.00| 125.00000 403750.00| 185.00000 597550.00 Slope Paving | | | 0630 619A002 1.000 EACH| 475.00000 475.00| 475.00000 475.00| 475.00000 475.00 18" Roadway Pipe End Treatment, Class 1 | | | 0640 619A003 22.000 EACH| 600.00000 13200.00| 600.00000 13200.00| 600.00000 13200.00 24" Roadway Pipe End Treatment, Class 1 | | | 0650 619A004 1.000 EACH| 750.00000 750.00| 750.00000 750.00| 750.00000 750.00 30" Roadway Pipe End Treatment, Class 1 | | | 0660 619A005 2.000 EACH| 900.00000 1800.00| 900.00000 1800.00| 900.00000 1800.00 36" Roadway Pipe End Treatment, Class 1 | | | 0670 619A006 1.000 EACH| 1050.00000 1050.00| 1050.00000 1050.00| 1050.00000 1050.00 42" Roadway Pipe End Treatment, Class 1 | | | 0680 619A101 18.000 EACH| 475.00000 8550.00| 475.00000 8550.00| 475.00000 8550.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0690 619A102 12.000 EACH| 600.00000 7200.00| 600.00000 7200.00| 600.00000 7200.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0700 619B019 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0710 619B117 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 14007 |( 3 ) 20050 |S. A. GRAHAM COMPANY, INC. |W. S. NEWELL & SONS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 619B269 2.000 EACH| 1500.00000 3000.00| 1500.00000 3000.00| 1500.00000 3000.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0730 620A000 1.000 CUYD| 750.00000 750.00| 750.00000 750.00| 750.00000 750.00 Minor Structure Concrete | | | 0740 621A000 2.000 EACH| 1850.00000 3700.00| 1850.00000 3700.00| 1850.00000 3700.00 Junction Boxes, Type 1, 1P Or 5 | | | 0750 621A001 2.000 EACH| 1950.00000 3900.00| 1950.00000 3900.00| 1950.00000 3900.00 Junction Boxes, Type 1, 2P Or 5 | | | 0760 621B001 2.000 EACH| 475.00000 950.00| 475.00000 950.00| 475.00000 950.00 Junction Box Units, Type 1, 2P Or 5 | | | 0770 621C020 20.000 EACH| 1650.00000 33000.00| 1650.00000 33000.00| 1526.00000 30520.00 Inlets, Type Y | | | 0780 621D019 17.000 EACH| 450.00000 7650.00| 450.00000 7650.00| 475.00000 8075.00 Inlet Units, Type Y | | | 0790 621I002 1.000 EACH| 7500.00000 7500.00| 7500.00000 7500.00| 7500.00000 7500.00 Stilling Basins, Type 2 | | | 0800 650B000 20477.000 CUYD| 1.25000 25596.25| 1.75000 35834.75| 2.50000 51192.50 Topsoil From Stockpiles | | | 0810 652A057 104.000 ACRE| 334.36000 34773.44| 500.00000 52000.00| 500.00000 52000.00 Seeding (Mix 3A) | | | 0820 652B055 3.000 ACRE| 121.60000 364.80| 300.00000 900.00| 500.00000 1500.00 Temporary Seeding (Mix 3AT) | | | 0830 652C000 116.000 ACRE| 5.07000 588.12| 45.00000 5220.00| 45.00000 5220.00 Mowing | | | 0840 652D057 3.000 ACRE| 223.00000 669.00| 500.00000 1500.00| 500.00000 1500.00 Seeding In Stubble (Mix 3A) | | | 0850 654A001 6290.000 SQYD| 1.95000 12265.50| 4.00000 25160.00| 4.00000 25160.00 Solid Sodding (Bermuda) | | | 0860 656A000 107.000 ACRE| 303.97000 32524.79| 425.00000 45475.00| 450.00000 48150.00 Mulching, Class A, Type 1 | | | 0870 659A000 1000.000 SQYD| 1.47000 1470.00| 1.50000 1500.00| 1.50000 1500.00 Erosion Control Netting, Class A | | | 0880 659A001 1000.000 SQYD| 1.47000 1470.00| 1.50000 1500.00| 1.50000 1500.00 Erosion Control Netting, Class B | | | 0890 665A000 28.000 ACRE| 182.38000 5106.64| 300.00000 8400.00| 350.00000 9800.00 Temporary Seeding | | | 0900 665B000 28.000 ACRE| 202.65000 5674.20| 350.00000 9800.00| 350.00000 9800.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 1 ) 07001 |( 2 ) 14007 |( 3 ) 20050 |S. A. GRAHAM COMPANY, INC. |W. S. NEWELL & SONS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 665C000 250.000 LF | 12.50000 3125.00| 20.00000 5000.00| 25.00000 6250.00 15" Temporary Pipe | | | 0920 665E000 780.000 SQYD| 1.20000 936.00| 3.00000 2340.00| 2.00000 1560.00 Polyethylene | | | 0930 665F000 780.000 EACH| 3.05000 2379.00| 7.00000 5460.00| 5.00000 3900.00 Hay Bales | | | 0940 665G000 780.000 EACH| 0.10000 78.00| 0.01000 7.80| 5.00000 3900.00 Sand Bags | | | 0950 665I000 90.000 TON | 50.00000 4500.00| 42.00000 3780.00| 40.00000 3600.00 Temporary Riprap, Class 2 | | | 0960 665J000 65936.000 LF | 1.82000 120003.52| 1.00000 65936.00| 1.00000 65936.00 Silt Fence, Type A | | | 0970 665K000 108.000 CUYD| 6.00000 648.00| 5.00000 540.00| 6.00000 648.00 Drainage Sump Excavation | | | 0980 666A001 90.000 ACRE| 2.03000 182.70| 0.01000 0.90| 10.00000 900.00 Pest Control Treatment | | | 0990 680A000 LUMP| 25000.00000 25000.00| 85312.00000 85312.00| 5000.00000 5000.00 Engineering Controls | | | 1000 726C001 350.000 LF | 23.00000 8050.00| 25.00000 8750.00| 10.00000 3500.00 State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 1010 740B000 499.000 SQFT| 15.70000 7834.30| 10.00000 4990.00| 7.00000 3493.00 Construction Signs | | | 1020 740D000 100.000 EACH| 84.17000 8417.00| 35.00000 3500.00| 60.00000 6000.00 Channelizing Drums | | | 1030 740E000 100.000 EACH| 15.30000 1530.00| 0.01000 1.00| 10.00000 1000.00 Cones (36 Inches High) | | | 1040 740F002 42.000 EACH| 228.92000 9614.64| 250.00000 10500.00| 250.00000 10500.00 Barricades, Type III | | | 1050 740I005 6.000 EACH| 475.00000 2850.00| 400.00000 2400.00| 77.00000 462.00 Warning Lights, Type B (Detachable Head | | | 1060 740M001 100.000 EACH| 8.60000 860.00| 0.01000 1.00| 6.25000 625.00 Ballast For Cone | | | 1070 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,632,731.44| $ 1,716,271.77| $ 1,721,678.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,632,731.44| $ 1,716,271.77| $ 1,721,678.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 18005 |( 6 ) 03041 |NEWELL ROADBUILDERS, INC. |GRADY RALLS & SONS, INC. |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 150000.00000 150000.00| 372160.00000 372160.00| 42000.00000 42000.00 Clearing & Grubbing (Approximately 110 | | | Acres) | | | 0020 204A000 3.000 EACH| 500.00000 1500.00| 150.00000 450.00| 880.00000 2640.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1700.00000 1700.00 Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 2300.00000 2300.00 Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1100.00000 1100.00 Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 2800.00000 2800.00 Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 550.00000 550.00 Removal Of Structures, Structure No. 6 | | | 0080 205A006 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 2800.00000 2800.00 Removal Of Structures, Structure No. 7 | | | 0090 205A007 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 550.00000 550.00 Removal Of Structures, Structure No. 11 | | | 0100 205A008 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1700.00000 1700.00 Removal Of Structures, Structure No. 12 | | | 0110 205A009 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 550.00000 550.00 Removal Of Structures, Structure No. 15 | | | 0120 205A010 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 550.00000 550.00 Removal Of Structures, Structure No. 16 | | | 0130 205A011 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1100.00000 1100.00 Removal Of Structures, Structure No. 18 | | | 0140 205A012 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 2200.00000 2200.00 Removal Of Structures, Structure No. 19 | | | 0150 205A013 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1700.00000 1700.00 Removal Of Structures, Structure No. 21 | | | 0160 205A014 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 550.00000 550.00 Removal Of Structures, Structure No. 22 | | | 0170 205A015 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1100.00000 1100.00 Removal Of Structures, Structure No. 23 | | | 0180 205A016 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 2800.00000 2800.00 Removal Of Structures, Structure No. 25 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 18005 |( 6 ) 03041 |NEWELL ROADBUILDERS, INC. |GRADY RALLS & SONS, INC. |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 2200.00000 2200.00 Removal Of Structures, Structure No. 26 | | | 0200 205A018 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 2800.00000 2800.00 Removal Of Structures, Structure No. 30 | | | 0210 205A019 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1700.00000 1700.00 Removal Of Structures, Structure No. 31 | | | 0220 205A020 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 2200.00000 2200.00 Removal Of Structures, Structure No. 32 | | | 0230 205A021 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1700.00000 1700.00 Removal of Structures, Structure No. 33 | | | 0240 205A022 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1700.00000 1700.00 Removal Of Structures, Structure No. 34 | | | 0250 205A023 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 2800.00000 2800.00 Removal Of Structures, Structure No. 35 | | | 0260 205A024 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1700.00000 1700.00 Removal Of Structures, Structure No. 36 | | | 0270 205A025 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 4500.00000 4500.00 Removal Of Structures, Structure No. 37 | | | 0280 205A026 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1100.00000 1100.00 Removal Of Structures, Structure No. 38 | | | 0290 205A027 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1100.00000 1100.00 Removal Of structures, Structure No. 39 | | | 0300 205A028 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 1100.00000 1100.00 Removal Of Structures, Structure No. 40 | | | 0310 205A029 1.000 EACH| 1.00000 1.00| 500.00000 500.00| 550.00000 550.00 Removal Of Structures, Structure No. 41 | | | 0320 206C010 184.000 SQYD| 5.00000 920.00| 22.00000 4048.00| 4.50000 828.00 Removing Concrete Driveway | | | 0330 206D000 314.000 LF | 2.50000 785.00| 15.00000 4710.00| 3.00000 942.00 Removing Pipe | | | 0340 206E001 3.000 EACH| 100.00000 300.00| 175.00000 525.00| 100.00000 300.00 Removing Inlets | | | 0350 210A000 167395.000 CUYD| 2.74000 458662.30| 1.65000 276201.75| 1.30000 217613.50 Unclassified Excavation | | | 0360 210D000 5000.000 CUYD| 0.01000 50.00| 2.85000 14250.00| 5.00000 25000.00 Borrow Excavation | | | 0370 214A000 3852.000 CUYD| 1.50000 5778.00| 5.00000 19260.00| 5.30000 20415.60 Structure Excavation | | | 0380 214B001 1003.000 CUYD| 0.50000 501.50| 30.00000 30090.00| 46.00000 46138.00 Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 18005 |( 6 ) 03041 |NEWELL ROADBUILDERS, INC. |GRADY RALLS & SONS, INC. |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 250C000 1.000 EACH| 6000.00000 6000.00| 1500.00000 1500.00| 11500.00000 11500.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0400 306E000 1.000 EACH| 8000.00000 8000.00| 6500.00000 6500.00| 8000.00000 8000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0410 430B000 300.000 TON | 20.00000 6000.00| 25.00000 7500.00| 25.00000 7500.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0420 502A000 12840.000 LB | 0.50000 6420.00| 0.48000 6163.20| 0.60000 7704.00 Steel Reinforcement | | | 0430 524B011 70.000 CUYD| 431.00000 30170.00| 425.00000 29750.00| 480.00000 33600.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0440 530A001 322.000 LF | 18.00000 5796.00| 18.15000 5844.30| 24.00000 7728.00 18" Roadway Pipe (Class 3 R.C.) | | | 0450 530A002 1867.000 LF | 24.50000 45741.50| 22.50000 42007.50| 28.00000 52276.00 24" Roadway Pipe (Class 3 R.C.) | | | 0460 530A003 139.000 LF | 33.00000 4587.00| 29.00000 4031.00| 40.00000 5560.00 30" Roadway Pipe (Class 3 R.C.) | | | 0470 530A004 201.000 LF | 43.50000 8743.50| 38.00000 7638.00| 58.00000 11658.00 36" Roadway Pipe (Class 3 R.C.) | | | 0480 530A005 93.000 LF | 54.00000 5022.00| 45.00000 4185.00| 53.00000 4929.00 42" Roadway Pipe (Class 3 R.C.) | | | 0490 530A101 8.000 LF | 30.00000 240.00| 22.00000 176.00| 37.00000 296.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 530A102 24.000 LF | 35.00000 840.00| 26.00000 624.00| 44.00000 1056.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530B002 79.000 LF | 45.00000 3555.00| 38.00000 3002.00| 44.00000 3476.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0520 530B004 289.000 LF | 64.50000 18640.50| 59.00000 17051.00| 72.00000 20808.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0530 535A001 400.000 LF | 17.00000 6800.00| 15.00000 6000.00| 23.00000 9200.00 18" Side Drain Pipe | | | 0540 535A002 360.000 LF | 19.00000 6840.00| 20.00000 7200.00| 38.00000 13680.00 24" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 18005 |( 6 ) 03041 |NEWELL ROADBUILDERS, INC. |GRADY RALLS & SONS, INC. |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 535A651 430.000 LF | 17.00000 7310.00| 21.00000 9030.00| 20.00000 8600.00 18" Side Drain Pipe (Temporary) | | | 0560 600A000 LUMP| 175000.00000 175000.00| 102500.00000 102500.00| 25000.00000 25000.00 Mobilization | | | 0570 601A000 1.000 EACH| 500.00000 500.00| 6500.00000 6500.00| 12500.00000 12500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0580 602A000 53.000 EACH| 75.00000 3975.00| 75.00000 3975.00| 120.00000 6360.00 Right Of Way Markers | | | 0590 606A000 1000.000 LF | 0.50000 500.00| 4.00000 4000.00| 11.50000 11500.00 6" Underdrain Pipe | | | 0600 610C001 132.000 TON | 32.00000 4224.00| 30.00000 3960.00| 29.00000 3828.00 Loose Riprap, Class 2 | | | 0610 610D003 86.000 SQYD| 4.00000 344.00| 2.00000 172.00| 2.50000 215.00 Filter Blanket, Geotextile | | | 0620 614A000 3230.000 CUYD| 125.00000 403750.00| 83.00000 268090.00| 205.00000 662150.00 Slope Paving | | | 0630 619A002 1.000 EACH| 325.00000 325.00| 475.00000 475.00| 550.00000 550.00 18" Roadway Pipe End Treatment, Class 1 | | | 0640 619A003 22.000 EACH| 350.00000 7700.00| 600.00000 13200.00| 665.00000 14630.00 24" Roadway Pipe End Treatment, Class 1 | | | 0650 619A004 1.000 EACH| 600.00000 600.00| 750.00000 750.00| 850.00000 850.00 30" Roadway Pipe End Treatment, Class 1 | | | 0660 619A005 2.000 EACH| 675.00000 1350.00| 900.00000 1800.00| 1000.00000 2000.00 36" Roadway Pipe End Treatment, Class 1 | | | 0670 619A006 1.000 EACH| 750.00000 750.00| 1050.00000 1050.00| 1100.00000 1100.00 42" Roadway Pipe End Treatment, Class 1 | | | 0680 619A101 18.000 EACH| 325.00000 5850.00| 475.00000 8550.00| 500.00000 9000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0690 619A102 12.000 EACH| 350.00000 4200.00| 600.00000 7200.00| 670.00000 8040.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0700 619B019 2.000 EACH| 600.00000 1200.00| 750.00000 1500.00| 840.00000 1680.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0710 619B117 2.000 EACH| 350.00000 700.00| 750.00000 1500.00| 840.00000 1680.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 18005 |( 6 ) 03041 |NEWELL ROADBUILDERS, INC. |GRADY RALLS & SONS, INC. |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 619B269 2.000 EACH| 1200.00000 2400.00| 1500.00000 3000.00| 1700.00000 3400.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0730 620A000 1.000 CUYD| 500.00000 500.00| 750.00000 750.00| 850.00000 850.00 Minor Structure Concrete | | | 0740 621A000 2.000 EACH| 1500.00000 3000.00| 1850.00000 3700.00| 2000.00000 4000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0750 621A001 2.000 EACH| 1800.00000 3600.00| 1950.00000 3900.00| 2200.00000 4400.00 Junction Boxes, Type 1, 2P Or 5 | | | 0760 621B001 2.000 EACH| 400.00000 800.00| 475.00000 950.00| 550.00000 1100.00 Junction Box Units, Type 1, 2P Or 5 | | | 0770 621C020 20.000 EACH| 1600.00000 32000.00| 1650.00000 33000.00| 1850.00000 37000.00 Inlets, Type Y | | | 0780 621D019 17.000 EACH| 400.00000 6800.00| 450.00000 7650.00| 500.00000 8500.00 Inlet Units, Type Y | | | 0790 621I002 1.000 EACH| 7000.00000 7000.00| 7500.00000 7500.00| 8400.00000 8400.00 Stilling Basins, Type 2 | | | 0800 650B000 20477.000 CUYD| 3.50000 71669.50| 3.85000 78836.45| 2.10000 43001.70 Topsoil From Stockpiles | | | 0810 652A057 104.000 ACRE| 330.00000 34320.00| 425.00000 44200.00| 370.00000 38480.00 Seeding (Mix 3A) | | | 0820 652B055 3.000 ACRE| 210.00000 630.00| 300.00000 900.00| 235.00000 705.00 Temporary Seeding (Mix 3AT) | | | 0830 652C000 116.000 ACRE| 5.00000 580.00| 25.00000 2900.00| 5.50000 638.00 Mowing | | | 0840 652D057 3.000 ACRE| 220.00000 660.00| 275.00000 825.00| 250.00000 750.00 Seeding In Stubble (Mix 3A) | | | 0850 654A001 6290.000 SQYD| 1.90000 11951.00| 3.20000 20128.00| 2.10000 13209.00 Solid Sodding (Bermuda) | | | 0860 656A000 107.000 ACRE| 300.00000 32100.00| 415.00000 44405.00| 360.00000 38520.00 Mulching, Class A, Type 1 | | | 0870 659A000 1000.000 SQYD| 1.45000 1450.00| 1.85000 1850.00| 1.60000 1600.00 Erosion Control Netting, Class A | | | 0880 659A001 1000.000 SQYD| 1.45000 1450.00| 1.85000 1850.00| 1.60000 1600.00 Erosion Control Netting, Class B | | | 0890 665A000 28.000 ACRE| 220.00000 6160.00| 350.00000 9800.00| 250.00000 7000.00 Temporary Seeding | | | 0900 665B000 28.000 ACRE| 300.00000 8400.00| 350.00000 9800.00| 330.00000 9240.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -13 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 18005 |( 6 ) 03041 |NEWELL ROADBUILDERS, INC. |GRADY RALLS & SONS, INC. |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 665C000 250.000 LF | 17.00000 4250.00| 18.00000 4500.00| 17.50000 4375.00 15" Temporary Pipe | | | 0920 665E000 780.000 SQYD| 0.01000 7.80| 0.50000 390.00| 1.30000 1014.00 Polyethylene | | | 0930 665F000 780.000 EACH| 5.00000 3900.00| 5.00000 3900.00| 4.15000 3237.00 Hay Bales | | | 0940 665G000 780.000 EACH| 0.01000 7.80| 2.50000 1950.00| 2.25000 1755.00 Sand Bags | | | 0950 665I000 90.000 TON | 27.00000 2430.00| 30.00000 2700.00| 34.00000 3060.00 Temporary Riprap, Class 2 | | | 0960 665J000 65936.000 LF | 0.01000 659.36| 2.50000 164840.00| 3.25000 214292.00 Silt Fence, Type A | | | 0970 665K000 108.000 CUYD| 5.00000 540.00| 15.00000 1620.00| 6.75000 729.00 Drainage Sump Excavation | | | 0980 666A001 90.000 ACRE| 2.00000 180.00| 45.00000 4050.00| 2.25000 202.50 Pest Control Treatment | | | 0990 680A000 LUMP| 70000.00000 70000.00| 15000.00000 15000.00| 20000.00000 20000.00 Engineering Controls | | | 1000 726C001 350.000 LF | 22.25000 7787.50| 25.00000 8750.00| 12.00000 4200.00 State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 1010 740B000 499.000 SQFT| 7.00000 3493.00| 15.00000 7485.00| 9.00000 4491.00 Construction Signs | | | 1020 740D000 100.000 EACH| 55.00000 5500.00| 50.00000 5000.00| 60.00000 6000.00 Channelizing Drums | | | 1030 740E000 100.000 EACH| 0.01000 1.00| 25.00000 2500.00| 14.00000 1400.00 Cones (36 Inches High) | | | 1040 740F002 42.000 EACH| 185.00000 7770.00| 250.00000 10500.00| 200.00000 8400.00 Barricades, Type III | | | 1050 740I005 6.000 EACH| 450.00000 2700.00| 500.00000 3000.00| 510.00000 3060.00 Warning Lights, Type B (Detachable Head | | | 1060 740M001 100.000 EACH| 0.01000 1.00| 5.00000 500.00| 7.50000 750.00 Ballast For Cone | | | 1070 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,736,097.26| $ 1,833,448.20| $ 1,874,290.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,736,097.26| $ 1,833,448.20| $ 1,874,290.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -14 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 02091 |( ) |DUBOSE CONSTRUCTION, L.L.C. |BOYD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 125000.00000 125000.00| 157492.00000 157492.00| Clearing & Grubbing (Approximately 110 | | | Acres) | | | 0020 204A000 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 100.00000 100.00| 500.00000 500.00| Removal Of Structures, Structure No. 1 | | | 0040 205A002 1.000 EACH| 600.00000 600.00| 500.00000 500.00| Removal Of Structures, Structure No. 2 | | | 0050 205A003 1.000 EACH| 100.00000 100.00| 500.00000 500.00| Removal Of Structures, Structure No. 3 | | | 0060 205A004 1.000 EACH| 500.00000 500.00| 500.00000 500.00| Removal Of Structures, Structure No. 4 | | | 0070 205A005 1.000 EACH| 100.00000 100.00| 750.00000 750.00| Removal Of Structures, Structure No. 6 | | | 0080 205A006 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 7 | | | 0090 205A007 1.000 EACH| 350.00000 350.00| 750.00000 750.00| Removal Of Structures, Structure No. 11 | | | 0100 205A008 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 12 | | | 0110 205A009 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 15 | | | 0120 205A010 1.000 EACH| 750.00000 750.00| 750.00000 750.00| Removal Of Structures, Structure No. 16 | | | 0130 205A011 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 18 | | | 0140 205A012 1.000 EACH| 1500.00000 1500.00| 750.00000 750.00| Removal Of Structures, Structure No. 19 | | | 0150 205A013 1.000 EACH| 1500.00000 1500.00| 750.00000 750.00| Removal Of Structures, Structure No. 21 | | | 0160 205A014 1.000 EACH| 150.00000 150.00| 750.00000 750.00| Removal Of Structures, Structure No. 22 | | | 0170 205A015 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 23 | | | 0180 205A016 1.000 EACH| 1500.00000 1500.00| 750.00000 750.00| Removal Of Structures, Structure No. 25 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -15 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 02091 |( ) |DUBOSE CONSTRUCTION, L.L.C. |BOYD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 205A017 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 26 | | | 0200 205A018 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 30 | | | 0210 205A019 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 31 | | | 0220 205A020 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 32 | | | 0230 205A021 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal of Structures, Structure No. 33 | | | 0240 205A022 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 34 | | | 0250 205A023 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 35 | | | 0260 205A024 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 36 | | | 0270 205A025 1.000 EACH| 1500.00000 1500.00| 750.00000 750.00| Removal Of Structures, Structure No. 37 | | | 0280 205A026 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 38 | | | 0290 205A027 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of structures, Structure No. 39 | | | 0300 205A028 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 40 | | | 0310 205A029 1.000 EACH| 500.00000 500.00| 750.00000 750.00| Removal Of Structures, Structure No. 41 | | | 0320 206C010 184.000 SQYD| 5.00000 920.00| 5.00000 920.00| Removing Concrete Driveway | | | 0330 206D000 314.000 LF | 10.00000 3140.00| 7.00000 2198.00| Removing Pipe | | | 0340 206E001 3.000 EACH| 350.00000 1050.00| 500.00000 1500.00| Removing Inlets | | | 0350 210A000 167395.000 CUYD| 1.85000 309680.75| 2.95000 493815.25| Unclassified Excavation | | | 0360 210D000 5000.000 CUYD| 1.00000 5000.00| 2.00000 10000.00| Borrow Excavation | | | 0370 214A000 3852.000 CUYD| 4.50000 17334.00| 10.00000 38520.00| Structure Excavation | | | 0380 214B001 1003.000 CUYD| 16.50000 16549.50| 24.00000 24072.00| Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -16 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 02091 |( ) |DUBOSE CONSTRUCTION, L.L.C. |BOYD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 250C000 1.000 EACH| 7500.00000 7500.00| 18000.00000 18000.00| Underground Storage Tank Removal | | | (Specialty Item) | | | 0400 306E000 1.000 EACH| 7500.00000 7500.00| 15000.00000 15000.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0410 430B000 300.000 TON | 22.00000 6600.00| 25.00000 7500.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0420 502A000 12840.000 LB | 0.50000 6420.00| 0.60000 7704.00| Steel Reinforcement | | | 0430 524B011 70.000 CUYD| 425.00000 29750.00| 450.00000 31500.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0440 530A001 322.000 LF | 20.00000 6440.00| 17.00000 5474.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0450 530A002 1867.000 LF | 29.00000 54143.00| 22.00000 41074.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0460 530A003 139.000 LF | 38.00000 5282.00| 30.00000 4170.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0470 530A004 201.000 LF | 45.00000 9045.00| 38.50000 7738.50| 36" Roadway Pipe (Class 3 R.C.) | | | 0480 530A005 93.000 LF | 60.00000 5580.00| 48.00000 4464.00| 42" Roadway Pipe (Class 3 R.C.) | | | 0490 530A101 8.000 LF | 22.00000 176.00| 21.50000 172.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 530A102 24.000 LF | 35.00000 840.00| 26.50000 636.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530B002 79.000 LF | 38.00000 3002.00| 36.00000 2844.00| 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0520 530B004 289.000 LF | 65.00000 18785.00| 65.25000 18857.25| 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0530 535A001 400.000 LF | 20.00000 8000.00| 19.00000 7600.00| 18" Side Drain Pipe | | | 0540 535A002 360.000 LF | 24.00000 8640.00| 22.00000 7920.00| 24" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -17 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 02091 |( ) |DUBOSE CONSTRUCTION, L.L.C. |BOYD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 535A651 430.000 LF | 22.00000 9460.00| 18.00000 7740.00| 18" Side Drain Pipe (Temporary) | | | 0560 600A000 LUMP| 132500.00000 132500.00| 146380.00000 146380.00| Mobilization | | | 0570 601A000 1.000 EACH| 3500.00000 3500.00| 12000.00000 12000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0580 602A000 53.000 EACH| 85.00000 4505.00| 86.00000 4558.00| Right Of Way Markers | | | 0590 606A000 1000.000 LF | 6.00000 6000.00| 8.50000 8500.00| 6" Underdrain Pipe | | | 0600 610C001 132.000 TON | 35.00000 4620.00| 25.00000 3300.00| Loose Riprap, Class 2 | | | 0610 610D003 86.000 SQYD| 5.00000 430.00| 4.00000 344.00| Filter Blanket, Geotextile | | | 0620 614A000 3230.000 CUYD| 185.00000 597550.00| 160.00000 516800.00| Slope Paving | | | 0630 619A002 1.000 EACH| 475.00000 475.00| 550.00000 550.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0640 619A003 22.000 EACH| 600.00000 13200.00| 750.00000 16500.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0650 619A004 1.000 EACH| 750.00000 750.00| 950.00000 950.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0660 619A005 2.000 EACH| 900.00000 1800.00| 1050.00000 2100.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0670 619A006 1.000 EACH| 1050.00000 1050.00| 1265.00000 1265.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0680 619A101 18.000 EACH| 475.00000 8550.00| 650.00000 11700.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0690 619A102 12.000 EACH| 600.00000 7200.00| 760.00000 9120.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0700 619B019 2.000 EACH| 750.00000 1500.00| 2150.00000 4300.00| 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0710 619B117 2.000 EACH| 750.00000 1500.00| 850.00000 1700.00| 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -18 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 02091 |( ) |DUBOSE CONSTRUCTION, L.L.C. |BOYD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 619B269 2.000 EACH| 1500.00000 3000.00| 2800.00000 5600.00| 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0730 620A000 1.000 CUYD| 750.00000 750.00| 500.00000 500.00| Minor Structure Concrete | | | 0740 621A000 2.000 EACH| 1850.00000 3700.00| 1750.00000 3500.00| Junction Boxes, Type 1, 1P Or 5 | | | 0750 621A001 2.000 EACH| 1950.00000 3900.00| 2860.00000 5720.00| Junction Boxes, Type 1, 2P Or 5 | | | 0760 621B001 2.000 EACH| 475.00000 950.00| 750.00000 1500.00| Junction Box Units, Type 1, 2P Or 5 | | | 0770 621C020 20.000 EACH| 1650.00000 33000.00| 750.00000 15000.00| Inlets, Type Y | | | 0780 621D019 17.000 EACH| 450.00000 7650.00| 1750.00000 29750.00| Inlet Units, Type Y | | | 0790 621I002 1.000 EACH| 7500.00000 7500.00| 7500.00000 7500.00| Stilling Basins, Type 2 | | | 0800 650B000 20477.000 CUYD| 2.50000 51192.50| 2.10000 43001.70| Topsoil From Stockpiles | | | 0810 652A057 104.000 ACRE| 330.00000 34320.00| 575.00000 59800.00| Seeding (Mix 3A) | | | 0820 652B055 3.000 ACRE| 210.00000 630.00| 500.00000 1500.00| Temporary Seeding (Mix 3AT) | | | 0830 652C000 116.000 ACRE| 5.00000 580.00| 50.00000 5800.00| Mowing | | | 0840 652D057 3.000 ACRE| 220.00000 660.00| 500.00000 1500.00| Seeding In Stubble (Mix 3A) | | | 0850 654A001 6290.000 SQYD| 1.90000 11951.00| 4.00000 25160.00| Solid Sodding (Bermuda) | | | 0860 656A000 107.000 ACRE| 300.00000 32100.00| 500.00000 53500.00| Mulching, Class A, Type 1 | | | 0870 659A000 1000.000 SQYD| 1.45000 1450.00| 2.50000 2500.00| Erosion Control Netting, Class A | | | 0880 659A001 1000.000 SQYD| 1.50000 1500.00| 4.00000 4000.00| Erosion Control Netting, Class B | | | 0890 665A000 28.000 ACRE| 220.00000 6160.00| 350.00000 9800.00| Temporary Seeding | | | 0900 665B000 28.000 ACRE| 300.00000 8400.00| 350.00000 9800.00| Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 010 -19 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20020628010 COUNTIES : COFFEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 COVINGTON SET-ASIDE : ==================================================================================================================================== |( 7 ) 04014 |( 8 ) 02091 |( ) |DUBOSE CONSTRUCTION, L.L.C. |BOYD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 665C000 250.000 LF | 20.00000 5000.00| 15.00000 3750.00| 15" Temporary Pipe | | | 0920 665E000 780.000 SQYD| 3.00000 2340.00| 5.00000 3900.00| Polyethylene | | | 0930 665F000 780.000 EACH| 5.00000 3900.00| 5.00000 3900.00| Hay Bales | | | 0940 665G000 780.000 EACH| 5.00000 3900.00| 5.00000 3900.00| Sand Bags | | | 0950 665I000 90.000 TON | 40.00000 3600.00| 25.00000 2250.00| Temporary Riprap, Class 2 | | | 0960 665J000 65936.000 LF | 1.50000 98904.00| 1.75000 115388.00| Silt Fence, Type A | | | 0970 665K000 108.000 CUYD| 5.00000 540.00| 15.00000 1620.00| Drainage Sump Excavation | | | 0980 666A001 90.000 ACRE| 2.00000 180.00| 10.00000 900.00| Pest Control Treatment | | | 0990 680A000 LUMP| 55000.00000 55000.00| 50000.00000 50000.00| Engineering Controls | | | 1000 726C001 350.000 LF | 25.00000 8750.00| 15.00000 5250.00| State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 1010 740B000 499.000 SQFT| 9.00000 4491.00| 12.00000 5988.00| Construction Signs | | | 1020 740D000 100.000 EACH| 70.00000 7000.00| 100.00000 10000.00| Channelizing Drums | | | 1030 740E000 100.000 EACH| 15.00000 1500.00| 12.00000 1200.00| Cones (36 Inches High) | | | 1040 740F002 42.000 EACH| 250.00000 10500.00| 190.00000 7980.00| Barricades, Type III | | | 1050 740I005 6.000 EACH| 250.00000 1500.00| 650.00000 3900.00| Warning Lights, Type B (Detachable Head | | | 1060 740M001 100.000 EACH| 10.00000 1000.00| 10.00000 1000.00| Ballast For Cone | | | 1070 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,888,315.75| $ 2,186,785.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,888,315.75| $ 2,186,785.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 11/01/03 COMPLETION DATE CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : ACSTPAA-5110(104) for constructing the Grade, Drainage, Pavement, Bridges, ACBR-5110(105) Signals and Signing on S.R.#3 (U.S.#31) at I-65 in Hope Hull. Length 2.820 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 10,141,061.31 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 10,427,263.10 102.8222% 3 04014 DUBOSE CONSTRUCTION, L.L.C. $ 10,653,091.32 105.0491% 4 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 10,839,033.73 106.8826% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |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 201A000M LUMP| 200600.00000 200600.00| 500000.00000 500000.00| 825000.00000 825000.00 Clearing & Grubbing (Approximately 17 | | | Hectares) | | | 0020 201B000M 2.000 HA | 5000.00000 10000.00| 4500.00000 9000.00| 3705.00000 7410.00 Clearing | | | 0030 205A001M 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 1 | | | 0040 206A001M LUMP| 120000.00000 120000.00| 100000.00000 100000.00| 122000.00000 122000.00 Removal Of Old Bridge, Station 413+32.7 | | | 0050 206A002M LUMP| 63000.00000 63000.00| 60000.00000 60000.00| 27000.00000 27000.00 Removal Of Old Bridge, Station 421+44.9 | | | 0060 206C001M 403.000 M2 | 6.50000 2619.50| 6.00000 2418.00| 4.78000 1926.34 Removing Concrete Pavement | | | 0070 206C002M 153.000 M2 | 8.00000 1224.00| 6.00000 918.00| 5.98000 914.94 Removing Concrete Slope Paving | | | 0080 206D000M 220.000 M | 9.84000 2164.80| 16.40000 3608.00| 19.68000 4329.60 Removing Pipe | | | 0090 206D002M 333.000 M | 9.75000 3246.75| 16.40000 5461.20| 19.68000 6553.44 Removing Curb | | | 0100 206D003M 166.000 M | 10.66000 1769.56| 16.40000 2722.40| 16.40000 2722.40 Removing Curb And Gutter | | | 0110 206D011M 2952.000 M | 6.56000 19365.12| 5.00000 14760.00| 6.56000 19365.12 Removing Fence | | | 0120 206E000M 13.000 EACH| 150.00000 1950.00| 250.00000 3250.00| 150.00000 1950.00 Removing Headwalls | | | 0130 206E001M 13.000 EACH| 250.00000 3250.00| 250.00000 3250.00| 300.00000 3900.00 Removing Inlets | | | 0140 206E008M 8.000 EACH| 50.00000 400.00| 250.00000 2000.00| 50.00000 400.00 Removing Guardrail End Anchor (All Type | | | 0150 210A000M 53000.000 M3 | 3.92000 207760.00| 6.55000 347150.00| 2.42000 128260.00 Unclassified Excavation | | | 0155 210D000M 100550.000 M3 | 7.45000 749097.50| 9.35000 940142.50| 10.46000 1051753.00 Borrow Excavation | | | 0160 210D011M 14200.000 M3 | 8.45000 119990.00| 10.15000 144130.00| 10.46000 148532.00 Borrow Excavation (A-4 Or Better) | | | 0170 214A000M 780.000 M3 | 5.23000 4079.40| 6.55000 5109.00| 4.58000 3572.40 Structure Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 214B001M 271.000 M3 | 28.74000 7788.54| 37.30000 10108.30| 32.70000 8861.70 Foundation Backfill, Commercial | | | 0190 230A000M 35.000 RBST| 300.00000 10500.00| 1650.00000 57750.00| 400.00000 14000.00 Roadbed Processing | | | 0200 243A010M 1200.000 M2 | 3.15000 3780.00| 4.20000 5040.00| 6.00000 7200.00 Geosynthetic Reinforcement | | | 0210 301A012M 35030.000 M2 | 8.65000 303009.50| 8.67000 303710.10| 8.50000 297755.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0220 306B000M 1.000 EACH| 7900.00000 7900.00| 8000.00000 8000.00| 7900.00000 7900.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0230 401A000M 35030.000 M2 | 0.50000 17515.00| 0.50000 17515.00| 0.50000 17515.00 Bituminous Treatment A | | | 0240 405A000M 117500.000 L | 0.16000 18800.00| 0.16000 18800.00| 0.16000 18800.00 Tack Coat | | | 0250 410C000M 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 Contractor Retained Profilograph | | | 0260 420A011M 2332.000 MTON| 50.20000 117066.40| 50.20000 117066.40| 50.20000 117066.40 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0270 424A281M 6080.000 MTON| 33.30000 202464.00| 33.30000 202464.00| 33.30000 202464.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0280 424B281M 7450.000 MTON| 29.10000 216795.00| 29.10000 216795.00| 29.10000 216795.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0290 424B282M 3945.000 MTON| 26.95000 106317.75| 26.95000 106317.75| 26.95000 106317.75 Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0300 424B581M 19025.000 MTON| 25.30000 481332.50| 25.30000 481332.50| 25.30000 481332.50 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0310 424B589M 26810.000 MTON| 25.80000 691698.00| 25.80000 691698.00| 25.80000 691698.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424C281M 4160.000 MTON| 24.70000 102752.00| 24.70000 102752.00| 24.70000 102752.00 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0330 424C285M 100.000 MTON| 60.00000 6000.00| 60.00000 6000.00| 60.00000 6000.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0340 427B001M 20030.000 M | 9.02000 180670.60| 9.35000 187280.50| 9.35000 187280.50 Waterproofing Bituminous Pavement | | | Joints(Pave Prep) | | | 0350 428B000M 4370.000 M | 1.00000 4370.00| 1.15000 5025.50| 1.00000 4370.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0360 430B000M 50.000 MTON| 40.00000 2000.00| 28.60000 1430.00| 39.37000 1968.50 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0370 450B000M 527.000 M2 | 82.00000 43214.00| 72.00000 37944.00| 78.00000 41106.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0380 459A002M 3900.000 M2 | 4.80000 18720.00| 6.00000 23400.00| 5.00000 19500.00 Rubblizing Plain Concrete Pavement | | | 0390 502A000M 109350.000 KG | 1.80000 196830.00| 1.00000 109350.00| 1.00000 109350.00 Steel Reinforcement | | | 0400 502B000M LUMP| 220000.00000 220000.00| 95000.00000 95000.00| 120000.00000 120000.00 Steel Reinforcement For Bridge | | | Superstructure, 413+23.201, APPROX. | | | 104300kg | | | 0410 502B001M LUMP| 165000.00000 165000.00| 61000.00000 61000.00| 75000.00000 75000.00 Steel Reinforcement For Bridge | | | Superstructure 421+35.50, APPROX. 67525 | | | kg | | | 0420 505G000M 114.000 EACH| 200.00000 22800.00| 95.00000 10830.00| 95.00000 10830.00 Pile Points | | | 0430 505M002M 1301.000 M | 98.50000 128148.50| 70.00000 91070.00| 90.00000 117090.00 Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | 0440 506A006M 154.000 M | 550.00000 84700.00| 630.00000 97020.00| 520.00000 80080.00 Drilled Shaft Excavation, 1680 mm | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 506C025M 154.000 M | 250.00000 38500.00| 150.00000 23100.00| 210.00000 32340.00 Drilled Shaft Construction, 1680 mm | | | Diameter, Class DS2 Concrete | | | 0460 508A000M 20700.000 KG | 8.80000 182160.00| 5.00000 103500.00| 4.00000 82800.00 Structural Steel | | | 0470 510A000M 749.000 M3 | 500.00000 374500.00| 460.00000 344540.00| 495.00000 370755.00 Bridge Substructure Concrete, Class A | | | 0480 510C000M LUMP| 505000.00000 505000.00| 480000.00000 480000.00| 385000.00000 385000.00 Bridge Concrete Superstructure STA. | | | 413+23.201( APPROX. 762 CUBIC | | | 0490 510C001M LUMP| 300000.00000 300000.00| 350000.00000 350000.00| 340000.00000 340000.00 Bridge Concrete Superstructure , STA. | | | 421+35.500 (APPROX. 474 CUBIC | | | 0500 510E000M 4619.000 M2 | 5.00000 23095.00| 2.00000 9238.00| 3.00000 13857.00 Grooving Concrete Bridge Decks | | | 0510 511A001M 242.000 EACH| 200.00000 48400.00| 110.00000 26620.00| 150.00000 36300.00 Elastomeric Bearings, Type 2 | | | 0520 513B003M 909.000 M | 196.00000 178164.00| 160.00000 145440.00| 179.98000 163601.82 Pretensioned-Prestressed Concrete | | | Girders, Type IM (Specialty Item) | | | 0530 513B019M 1192.000 M | 328.00000 390976.00| 370.00000 441040.00| 430.02000 512583.84 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1600 (Specialty Item) | | | 0540 529A001M 151.000 M2 | 325.00000 49075.00| 420.00000 63420.00| 325.00000 49075.00 Concrete Retaining Wall | | | 0550 530A001M 71.000 M | 58.50000 4153.50| 92.00000 6532.00| 59.06000 4193.26 450 mm Roadway Pipe (Class 3 R.C.) | | | 0560 530A002M 105.000 M | 86.70000 9103.50| 106.50000 11182.50| 85.30000 8956.50 600 mm Roadway Pipe (Class 3 R.C.) | | | 0570 530A003M 14.000 M | 125.00000 1750.00| 138.00000 1932.00| 101.70000 1423.80 750 mm Roadway Pipe (Class 3 R.C.) | | | 0580 530A101M 34.000 M | 68.50000 2329.00| 92.00000 3128.00| 59.05000 2007.70 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0590 530A102M 53.000 M | 96.70000 5125.10| 106.50000 5644.50| 98.42000 5216.26 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0600 530A104M 40.000 M | 168.50000 6740.00| 175.00000 7000.00| 131.23000 5249.20 900 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 530A108M 3.000 M | 450.00000 1350.00| 435.00000 1305.00| 442.80000 1328.40 1500 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0620 530B008M 36.000 M | 650.00000 23400.00| 480.00000 17280.00| 485.56000 17480.16 1855 mm Span X 1145 mm Rise Roadway | | | Pipe(Class 3 R.C.) | | | 0630 535A080M 97.000 M | 62.00000 6014.00| 92.00000 8924.00| 55.77000 5409.69 450 mm Side Drain Pipe (Class 3 R.C.) | | | 0640 535A085M 40.000 M | 96.00000 3840.00| 106.50000 4260.00| 82.02000 3280.80 600 mm Side Drain Pipe (Class 3 R.C.) | | | 0650 535A086M 14.000 M | 130.00000 1820.00| 138.00000 1932.00| 108.26000 1515.64 750 mm Side Drain Pipe (Class 3 R.C.) | | | 0660 535A301M 60.000 M | 65.00000 3900.00| 92.00000 5520.00| 59.06000 3543.60 450 mm Side Drain Pipe (Extension) | | | 0670 600A000M LUMP| 790000.00000 790000.00| 840000.00000 840000.00| 577000.00000 577000.00 Mobilization | | | 0680 602A000M 43.000 EACH| 110.00000 4730.00| 85.00000 3655.00| 125.00000 5375.00 Right Of Way Markers | | | 0690 610C001M 4875.000 MTON| 30.00000 146250.00| 25.00000 121875.00| 24.61000 119973.75 Loose Riprap, Class 2 | | | 0700 610D000M 4205.000 M2 | 2.15000 9040.75| 3.00000 12615.00| 2.21000 9293.05 Filter Blanket | | | 0710 614A000M 67.000 M3 | 255.00000 17085.00| 261.60000 17527.20| 254.99000 17084.33 Slope Paving | | | 0720 614A001M 113.000 M3 | 285.00000 32205.00| 294.30000 33255.90| 284.99000 32203.87 Slope Paving (Under Bridges) | | | 0730 619A002M 4.000 EACH| 475.00000 1900.00| 350.00000 1400.00| 475.00000 1900.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0740 619A003M 11.000 EACH| 600.00000 6600.00| 375.00000 4125.00| 600.00000 6600.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0750 619A004M 1.000 EACH| 750.00000 750.00| 600.00000 600.00| 750.00000 750.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0760 619A101M 22.000 EACH| 475.00000 10450.00| 350.00000 7700.00| 475.00000 10450.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0770 619A102M 4.000 EACH| 600.00000 2400.00| 375.00000 1500.00| 600.00000 2400.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 619A103M 2.000 EACH| 750.00000 1500.00| 600.00000 1200.00| 750.00000 1500.00 750 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0790 619B023M 1.000 EACH| 2150.00000 2150.00| 1250.00000 1250.00| 2150.00000 2150.00 1855 mm Span, 1145 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0800 620A000M 5.000 M3 | 975.00000 4875.00| 500.00000 2500.00| 975.00000 4875.00 Minor Structure Concrete | | | 0810 621A000M 5.000 EACH| 1950.00000 9750.00| 1600.00000 8000.00| 1950.00000 9750.00 Junction Boxes, Type 1, 1P Or 5 | | | 0820 621A004M 4.000 EACH| 3650.00000 14600.00| 3000.00000 12000.00| 3650.00000 14600.00 Junction Boxes, Type 4 | | | 0830 621A005M 5.000 EACH| 1850.00000 9250.00| 1600.00000 8000.00| 1850.00000 9250.00 Junction Boxes, Type 1 | | | 0840 621B004M 1.000 EACH| 675.00000 675.00| 475.00000 475.00| 675.00000 675.00 Junction Box Units, Type 4 | | | 0850 621B005M 5.000 EACH| 500.00000 2500.00| 1500.00000 7500.00| 500.00000 2500.00 Junction Box Units, Type 1 | | | 0860 621C015M 2.000 EACH| 1975.00000 3950.00| 1700.00000 3400.00| 1975.00000 3950.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0870 621C016M 2.000 EACH| 2150.00000 4300.00| 1800.00000 3600.00| 2150.00000 4300.00 Inlets, Type S2 Or S4 (1 Wing) | | | 0880 621C032M 4.000 EACH| 2875.00000 11500.00| 2000.00000 8000.00| 2875.00000 11500.00 Inlets, Type C (Modified) | | | 0890 621C058M 1.000 EACH| 2550.00000 2550.00| 2000.00000 2000.00| 2550.00000 2550.00 Inlets, Type S4 (1 Wing) (Modified) | | | 0900 621D015M 1.000 EACH| 525.00000 525.00| 450.00000 450.00| 525.00000 525.00 Inlet Units, Type S1 Or S3 | | | 0910 621D016M 2.000 EACH| 550.00000 1100.00| 450.00000 900.00| 550.00000 1100.00 Inlet Units, Type S2 Or S4 | | | 0920 621D042M 2.000 EACH| 550.00000 1100.00| 600.00000 1200.00| 550.00000 1100.00 Inlet Units,Type S4(Modified) | | | 0930 621D051M 2.000 EACH| 550.00000 1100.00| 500.00000 1000.00| 550.00000 1100.00 Inlet Units, Type C (Modified) | | | 0940 621E001M 4.000 EACH| 4950.00000 19800.00| 2650.00000 10600.00| 1800.00000 7200.00 Manholes, Type M | | | 0950 621F002M 28.000 EACH| 880.00000 24640.00| 350.00000 9800.00| 525.00000 14700.00 Manhole Units, Type M | | | 0960 623A001M 77.000 M | 49.25000 3792.25| 49.25000 3792.25| 49.25000 3792.25 Concrete Gutter (Valley) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 623C000M 978.000 M | 30.00000 29340.00| 30.00000 29340.00| 30.00000 29340.00 Combination Curb & Gutter, Type C | | | 0980 629A001M 1400.000 M | 1.00000 1400.00| 125.00000 175000.00| 0.33000 462.00 Concrete Median or Safety Barrier, Type | | | 6A | | | 0990 630A001M 184.000 M | 39.00000 7176.00| 39.00000 7176.00| 39.00000 7176.00 Steel Beam Guardrail, Class A, Type 2 | | | 1000 630C003M 8.000 EACH| 950.00000 7600.00| 950.00000 7600.00| 950.00000 7600.00 Guardrail End Anchor, Type 13 | | | 1010 630C070M 10.000 EACH| 1400.00000 14000.00| 1400.00000 14000.00| 1400.00000 14000.00 Guardrail End Anchor, Type 10 Series | | | 1020 637A001M 500.000 M | 24.00000 12000.00| 16.40000 8200.00| 19.68000 9840.00 Fence Reset (Includes All Types) | | | 1030 640B000M LUMP| 500.00000 500.00| 1000.00000 1000.00| 10.00000 10.00 Overhead Utility Adjustment (Electrical | | | 1040 641A031M 10.000 M | 158.38000 1583.80| 158.36000 1583.60| 223.04000 2230.40 304.8 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 1050 641A035M 40.000 M | 155.20000 6208.00| 155.20000 6208.00| 223.09000 8923.60 152.4 Millimeter D.I. Water Main Laid | | | 1060 641A036M 120.000 M | 128.30000 15396.00| 128.30000 15396.00| 118.11000 14173.20 203.2 Millimeter D.I. Water Main Laid | | | 1070 641A038M 835.000 M | 102.80000 85838.00| 102.80000 85838.00| 98.42000 82180.70 304.8 Millimeter D.I. Water Main Laid | | | 1080 641A040M 1180.000 M | 174.00000 205320.00| 174.00000 205320.00| 190.29000 224542.20 406.4 Millimeter D.I. Water Main Laid | | | 1090 641A049M 1100.000 M | 9.15000 10065.00| 9.15000 10065.00| 32.81000 36091.00 152.4 Millimeter P.V.C. Water Main Laid | | | 1100 641A050M 80.000 M | 23.35000 1868.00| 23.35000 1868.00| 196.85000 15748.00 19.05 Millimeter Copper Water Pipe Laid | | | Type K | | | 1110 641A080M 10.000 M | 40.00000 400.00| 40.00000 400.00| 52.48000 524.80 152.4 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 1120 641A081M 53.000 M | 116.47000 6172.91| 116.47000 6172.91| 76.99000 4080.47 203.2 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 1130 641A082M 23.000 M | 357.36000 8219.28| 357.36000 8219.28| 147.64000 3395.72 254 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1140 641A117M 332.000 M | 196.80000 65337.60| 196.80000 65337.60| 246.06000 81691.92 406.4 Millimeter D.I. Water Main Laid | | | (Restrained Joint) Type 1 Installation | | | 1150 641J000M 9.000 EACH| 2678.25000 24104.25| 2678.25000 24104.25| 2100.00000 18900.00 Fire Hydrant | | | 1160 643A000M 7.000 EACH| 3150.00000 22050.00| 3150.00000 22050.00| 450.00000 3150.00 Water Meters Reset | | | 1170 645A070M 83.000 M | 475.00000 39425.00| 475.00000 39425.00| 164.04000 13615.32 457.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 1180 645A090M 120.000 M | 475.00000 57000.00| 475.00000 57000.00| 164.04000 19684.80 355.6 mm D.I. Sanitary Sewer Pipe | | | 1190 645A091M 22.000 M | 475.00000 10450.00| 475.00000 10450.00| 164.02000 3608.44 406.4 mm D.I. Sanitary Sewer Pipe | | | (Class 52) | | | 1200 649A007M 15.000 M | 316.00000 4740.00| 316.00000 4740.00| 130.00000 1950.00 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 1210 649A023M 35.000 M | 316.00000 11060.00| 316.00000 11060.00| 541.29000 18945.15 304.8 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1220 649A033M 43.000 M | 443.46000 19068.78| 443.46000 19068.78| 639.74000 27508.82 406.4 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1230 649A036M 130.000 M | 526.00000 68380.00| 526.00000 68380.00| 902.21000 117287.30 609.6 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1240 649A047M 150.000 M | 231.00000 34650.00| 231.00000 34650.00| 971.12000 145668.00 762 Millimeter Encasement Pipe, Type 2 | | | Installation | | | 1250 649A048M 100.000 M | 231.00000 23100.00| 231.00000 23100.00| 393.70000 39370.00 762 Millimeter Encasement Pipe, Type 1 | | | Installation | | | 1260 650A000M 1850.000 M3 | 7.84000 14504.00| 10.50000 19425.00| 10.46000 19351.00 Topsoil | | | 1270 650B000M 12900.000 M3 | 5.20000 67080.00| 4.25000 54825.00| 4.58000 59082.00 Topsoil From Stockpiles | | | 1280 652A054M 17.000 HA | 1100.00000 18700.00| 1235.50000 21003.50| 1125.00000 19125.00 Seeding (Mix 2A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -10 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 654A001M 673.000 M2 | 7.00000 4711.00| 4.80000 3230.40| 3.50000 2355.50 Solid Sodding (Bermuda) | | | 1300 656A000M 17.000 HA | 1100.00000 18700.00| 1111.95000 18903.15| 1125.00000 19125.00 Mulching, Class A, Type 1 | | | 1310 659A000M 673.000 M2 | 2.40000 1615.20| 1.80000 1211.40| 1.66000 1117.18 Erosion Control Netting, Class A | | | 1320 665A000M 17.000 HA | 600.00000 10200.00| 741.30000 12602.10| 1000.00000 17000.00 Temporary Seeding | | | 1330 665B000M 17.000 HA | 600.00000 10200.00| 988.40000 16802.80| 1125.00000 19125.00 Temporary Mulching | | | 1340 665F000M 820.000 EACH| 6.00000 4920.00| 5.00000 4100.00| 5.00000 4100.00 Hay Bales | | | 1350 665G000M 12.000 EACH| 50.00000 600.00| 5.00000 60.00| 5.00000 60.00 Sand Bags | | | 1360 665I000M 252.000 MTON| 60.00000 15120.00| 25.00000 6300.00| 29.53000 7441.56 Temporary Riprap, Class 2 | | | 1370 665J000M 10800.000 M | 7.00000 75600.00| 1.50000 16200.00| 7.38000 79704.00 Silt Fence, Type A | | | 1380 665K000M 100.000 M3 | 10.40000 1040.00| 6.50000 650.00| 10.46000 1046.00 Drainage Sump Excavation | | | 1390 680A000M LUMP| 97500.00000 97500.00| 95000.00000 95000.00| 189000.00000 189000.00 Engineering Controls | | | 1400 701B016M 100.000 M | 12.00000 1200.00| 12.50000 1250.00| 12.50000 1250.00 Dotted, Class 3W, Type A Traffic Stripe | | | (150 mm Wide) | | | 1410 701C002M 31.000 KM | 189.00000 5859.00| 50.00000 1550.00| 189.00000 5859.00 Broken Temporary Traffic Stripe (Paint) | | | 1420 701C003M 108.000 KM | 200.00000 21600.00| 75.00000 8100.00| 200.00000 21600.00 Solid Temporary Traffic Stripe (Paint) | | | 1430 701C004M 2.000 KM | 2473.00000 4946.00| 50.00000 100.00| 2437.00000 4874.00 Broken Temporary Traffic Stripe (Tape) | | | 1440 701C005M 4.000 KM | 2437.00000 9748.00| 75.00000 300.00| 2437.00000 9748.00 Solid Temporary Traffic Stripe (Tape) | | | 1450 701F001M 400.000 M | 0.21000 84.00| 0.21000 84.00| 0.21000 84.00 Dotted Temporary Traffic Stripe (Paint) | | | 1460 701G121M 550.000 M | 11.40000 6270.00| 11.40000 6270.00| 11.40000 6270.00 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1470 701G125M 450.000 M | 12.50000 5625.00| 12.50000 5625.00| 12.50000 5625.00 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -11 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1480 701G129M 200.000 M | 11.40000 2280.00| 11.40000 2280.00| 11.40000 2280.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1490 701G133M 340.000 M | 12.40000 4216.00| 12.40000 4216.00| 12.40000 4216.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1500 701H000M 4300.000 M | 0.65000 2795.00| 0.65000 2795.00| 0.65000 2795.00 Solid Traffic Stripe Removed (Paint) | | | 1510 701H001M 1500.000 M | 1.00000 1500.00| 1.00000 1500.00| 1.00000 1500.00 Solid Traffic Stripe Removed (Plastic) | | | 1520 701H002M 2300.000 M | 1.00000 2300.00| 1.00000 2300.00| 1.00000 2300.00 Solid Traffic Stripe Removed (Tape) | | | 1530 701H007M 700.000 M | 1.00000 700.00| 1.00000 700.00| 1.00000 700.00 Broken Traffic Stripe Removed (Tape) | | | 1540 701H012M 100.000 M | 1.00000 100.00| 1.00000 100.00| 1.00000 100.00 Dotted Traffic Stripe Removed (Tape) | | | 1550 702A040M 6.000 KM | 1300.00000 7800.00| 1300.00000 7800.00| 1300.00000 7800.00 Broken White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1560 702A041M 9.000 KM | 2400.00000 21600.00| 2400.00000 21600.00| 2400.00000 21600.00 Solid White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1570 702A042M 3.000 KM | 2400.00000 7200.00| 2400.00000 7200.00| 2400.00000 7200.00 Broken Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1580 702A043M 10.000 KM | 2400.00000 24000.00| 2400.00000 24000.00| 2400.00000 24000.00 Solid Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1590 702B011M 202.000 M | 4.80000 969.60| 4.80000 969.60| 4.80000 969.60 Dotted Profiled Traffic Stripe (150 mm | | | Wide) | | | 1600 703A000M 660.000 M2 | 13.50000 8910.00| 13.50000 8910.00| 13.50000 8910.00 Traffic Control Markings, Class 1, Type | | | A | | | 1610 703B000M 60.000 M2 | 13.50000 810.00| 13.50000 810.00| 13.50000 810.00 Traffic Control Legends, Class 1, Type | | | 1620 703D000M 50.000 M2 | 225.00000 11250.00| 225.00000 11250.00| 225.00000 11250.00 Temporary Traffic Control Markings(Tape | | | 1630 703D002M 1960.000 M2 | 5.40000 10584.00| 1.00000 1960.00| 5.40000 10584.00 Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -12 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1640 705A023M 480.000 EACH| 5.50000 2640.00| 5.50000 2640.00| 5.50000 2640.00 Pavement Markers, Class C, Type 2-D | | | 1650 705A030M 15.000 EACH| 5.00000 75.00| 5.00000 75.00| 5.00000 75.00 Pavement Markers, Class A-H, Type 2-C | | | 1660 705A031M 179.000 EACH| 5.00000 895.00| 5.00000 895.00| 5.00000 895.00 Pavement Markers, Class A-H, Type 1-A | | | 1670 705A032M 120.000 EACH| 5.00000 600.00| 5.00000 600.00| 5.00000 600.00 Pavement Markers, Class A-H, Type 1-B | | | 1680 705A037M 182.000 EACH| 4.86000 884.52| 4.86000 884.52| 4.86000 884.52 Pavement Markers, Class A-H, Type 2-D | | | 1690 705A038M 790.000 EACH| 5.00000 3950.00| 5.00000 3950.00| 5.00000 3950.00 Pavement Markers, Class A-H, Type 2-E | | | 1700 710A115M 6.000 M2 | 160.00000 960.00| 150.64000 903.84| 150.64000 903.84 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 1710 710A126M 4.000 SQ M| 195.00000 780.00| 182.92000 731.68| 182.92000 731.68 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 1720 710A141M 2.000 SQ M| 320.00000 640.00| 300.00000 600.00| 300.00000 600.00 Class 6, Aluminum Flat Sign Panels 3. | | | 175mm Thick Or Steel Flat Sign Panels 2.| | | 657mm Thick(Type III Background) | | | 1730 710B001M 55.000 M | 15.00000 825.00| 13.50000 742.50| 13.48000 741.40 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1740 710B016M 15.000 M | 22.26000 333.90| 21.00000 315.00| 21.00000 315.00 Roadway Sign Post (#3 Square Tubular | | | Steel) | | | 1750 710C000M LUMP| 1100.00000 1100.00| 1000.00000 1000.00| 1000.00000 1000.00 Removal Of Existing Roadway Signs | | | 1760 711A000M LUMP| 5000.00000 5000.00| 4650.00000 4650.00| 5000.00000 5000.00 Roadway Sign Relocation | | | 1770 726A000M 1250.000 M | 101.00000 126250.00| 105.00000 131250.00| 110.00000 137500.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1780 726A001M 80.000 M | 50.00000 4000.00| 50.00000 4000.00| 55.00000 4400.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -13 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1790 726D021M 8.000 EACH| 10000.00000 80000.00| 10000.00000 80000.00| 11000.00000 88000.00 Portable Impact Attenuator(Assembly | | | Bi-directional, TL-2) | | | 1800 730A000M LUMP| 1350.00000 1350.00| 1000.00000 1000.00| 1350.00000 1350.00 Removal Of Existing Traffic Control | | | Unit U.S. 31 @ FISCHER RD. | | | 1810 730A001M LUMP| 1350.00000 1350.00| 1000.00000 1000.00| 1350.00000 1350.00 Removal Of Existing Traffic Control | | | Unit U.S. 31 @ I-65 N.B. RAMPS | | | 1820 730A002M LUMP| 1350.00000 1350.00| 1000.00000 1000.00| 1350.00000 1350.00 Removal Of Existing Traffic Control | | | Unit U.S. 31 @ I-65 S.B. RAMPS | | | 1822 730A053M LUMP| 1350.00000 1350.00| 1000.00000 1000.00| 1350.00000 1350.00 Removal Of Existing Traffic Control | | | Unit(Temporary)( U.S.#31 @ Fischer Road)| | | 1823 730A054M LUMP| 1350.00000 1350.00| 1000.00000 1000.00| 1350.00000 1350.00 Removal Of Existing Traffic Control | | | Unit(Temporary)( U.S.#31 @ I-65 N.B. | | | Ramps) | | | 1826 730A056M LUMP| 1350.00000 1350.00| 1000.00000 1000.00| 1350.00000 1350.00 Removal Of Existing Traffic Control | | | Unit(Temporary)( U.S.#31 @ I-65 S.B. | | | Ramps) | | | 1830 730C000M LUMP| 8675.00000 8675.00| 10000.00000 10000.00| 8675.00000 8675.00 Furnishing And Installing Traffic | | | Control Unit U.S. 31 @ FISCHER RD. | | | 1840 730C001M LUMP| 9650.00000 9650.00| 7500.00000 7500.00| 4100.00000 4100.00 Furnishing And Installing Traffic | | | Control Unit U.S. 31 @ Fischer Road | | | 1850 730C002M LUMP| 8400.00000 8400.00| 10000.00000 10000.00| 9650.00000 9650.00 Furnishing And Installing Traffic | | | Control Unit ( U.S. 31 @ I-65 N.B. RAMPS| | | 1851 730C003M LUMP| 4100.00000 4100.00| 7500.00000 7500.00| 4100.00000 4100.00 Furnishing And Installing Traffic | | | Control Unit ( U.S.#31 @ I-65 N.B. | | | Ramps) | | | 1852 730C004M LUMP| 4100.00000 4100.00| 10000.00000 10000.00| 8400.00000 8400.00 Furnishing And Installing Traffic | | | Control Unit (U.S.#31 @ I-65 S.B. | | | Ramps) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -14 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1853 730C005M LUMP| 4100.00000 4100.00| 7500.00000 7500.00| 4100.00000 4100.00 Furnishing And Installing Traffic | | | Control Unit ( U.S.#31 @ I-65 S.B. | | | Ramps) | | | 1860 730E000M 12.000 EACH| 1900.00000 22800.00| 2200.00000 26400.00| 1900.00000 22800.00 Metal Traffic Signal Pole Foundation | | | 1870 730G001M 12.000 EACH| 3285.00000 39420.00| 2500.00000 30000.00| 3285.00000 39420.00 Metal Traffic Signal Strain Pole | | | 1880 730H001M 330.000 M | 9.00000 2970.00| 11.00000 3630.00| 9.00000 2970.00 Loop Wire | | | 1890 730I001M 610.000 M | 3.50000 2135.00| 3.50000 2135.00| 3.50000 2135.00 Loop Dectector Lead-In-Cable | | | 1900 730J010M 6.000 EACH| 150.00000 900.00| 200.00000 1200.00| 150.00000 900.00 Vehicle Loop Detector | | | 1910 730K000M 7.000 EACH| 250.00000 1750.00| 450.00000 3150.00| 250.00000 1750.00 Traffic Signal Junction Box | | | 1920 730L002M 30.000 M | 17.50000 525.00| 13.00000 390.00| 17.50000 525.00 27Millimeter Metallic, Conduit | | | 1930 730L003M 30.000 M | 10.00000 300.00| 13.00000 390.00| 10.00000 300.00 27 Millimeter Non-Metallic, Conduit | | | 1940 730L005M 200.000 M | 12.50000 2500.00| 15.00000 3000.00| 12.50000 2500.00 53 Millimeter Non-Metallic, Conduit | | | 1950 730N010M 12.000 EACH| 995.00000 11940.00| 800.00000 9600.00| 995.00000 11940.00 Luminaire Extension Assembly, 3.7m | | | 1960 730P011M 17.000 EACH| 375.00000 6375.00| 400.00000 6800.00| 375.00000 6375.00 Vehicular Signal Head, 300 Millimeter 3 | | | Section, Type Incandescent | | | 1970 730P013M 1.000 EACH| 475.00000 475.00| 890.00000 890.00| 475.00000 475.00 Vehicular Signal Head, 300 Milimeter, 5 | | | Section, Type Incandescent | | | 1980 730P022M 18.000 EACH| 845.00000 15210.00| 780.00000 14040.00| 845.00000 15210.00 Vehicular Signal Head, 300 Milimeter, 3 | | | Section, Type LED | | | 1990 730P024M 2.000 EACH| 1125.00000 2250.00| 1450.00000 2900.00| 1125.00000 2250.00 Vehicular Signal Head, 300 Milimeter, 5 | | | Section, Type LED | | | 2000 730R022M 3.000 EACH| 9100.00000 27300.00| 8500.00000 25500.00| 9100.00000 27300.00 Controller Assembly, Type III, 8 Phase | | | 2010 730R030M 1.000 EACH| 4950.00000 4950.00| 6000.00000 6000.00| 4950.00000 4950.00 Controller Assembly, Type III, Master | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -15 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2020 730T000M 15.000 EACH| 650.00000 9750.00| 300.00000 4500.00| 650.00000 9750.00 Wood Pole | | | 2030 730U005M LUMP| 27250.00000 27250.00| 25000.00000 25000.00| 27250.00000 27250.00 Furnishing And Installing Video | | | Detection System (U.S.#31 @ I-65 S.B. | | | Ramps) | | | 2032 730U007M LUMP| 27250.00000 27250.00| 20000.00000 20000.00| 27250.00000 27250.00 Furnishing And Installing Video | | | Detection System (U.S.#31 @ I-65 N.B. | | | Ramps) | | | 2040 734A011M 760.000 M | 8.50000 6460.00| 14.00000 10640.00| 8.50000 6460.00 Cable OSP, Loose Tube, 24F SM | | | 2050 734B005M 170.000 M | 8.00000 1360.00| 14.00000 2380.00| 8.00000 1360.00 Drop Cable OSP 6F SM Central Core | | | 2060 734E000M 100.000 M | 4.00000 400.00| 10.00000 1000.00| 4.00000 400.00 Detectable Tape System | | | 2070 734E019M 100.000 M | 8.00000 800.00| 15.00000 1500.00| 8.00000 800.00 Buried Duct HDPE SDR11 35 mm | | | 2080 734E040M 110.000 M | 30.00000 3300.00| 8.00000 880.00| 30.00000 3300.00 Conduit Galvanized Rigid Steel 53 mm | | | 2090 734G001M 3.000 EACH| 100.00000 300.00| 1000.00000 3000.00| 100.00000 300.00 Connector ST Termination SM | | | 2100 734G005M 2.000 EACH| 750.00000 1500.00| 1000.00000 2000.00| 750.00000 1500.00 Splice Closure, Aerial With Trays | | | 2110 734G006M 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 Splice Closure, Under Grade With Trays | | | 2120 734G009M 18.000 EACH| 475.00000 8550.00| 100.00000 1800.00| 475.00000 8550.00 Splicing, Fusion | | | 2130 734J000M 3.000 EACH| 2200.00000 6600.00| 500.00000 1500.00| 2200.00000 6600.00 Commbox F1 | | | 2140 740B000M 163.000 M2 | 72.65000 11841.95| 72.63000 11838.69| 179.40000 29242.20 Construction Signs | | | 2150 740C000M 3.000 M2 | 500.00000 1500.00| 500.00000 1500.00| 208.83000 626.49 Special Construction Signs | | | 2160 740D000M 1500.000 EACH| 58.00000 87000.00| 58.00000 87000.00| 65.00000 97500.00 Channelizing Drums | | | 2170 740E000M 300.000 EACH| 15.00000 4500.00| 30.00000 9000.00| 15.00000 4500.00 Cones (900 mm High) | | | 2180 740F002M 15.000 EACH| 160.00000 2400.00| 160.00000 2400.00| 300.00000 4500.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -16 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 14001 |( 3 ) 04014 |MCINNIS, LLC |NEWELL ROADBUILDERS, INC. |DUBOSE CONSTRUCTION, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2190 740I005M 10.000 EACH| 300.00000 3000.00| 300.00000 3000.00| 500.00000 5000.00 Warning Lights, Type B (Detachable Head | | | 2200 740M001M 300.000 EACH| 1.00000 300.00| 15.00000 4500.00| 10.00000 3000.00 Ballast For Cone | | | 2210 741C010M 6.000 EACH| 3000.00000 18000.00| 3000.00000 18000.00| 6000.00000 36000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2220 742A001M 2.000 EACH| 10500.00000 21000.00| 10500.00000 21000.00| 18000.00000 36000.00 Portable Changeable Message Sign, Type | | | 2230 756A020M 30.000 M | 100.00000 3000.00| 35.00000 1050.00| 100.00000 3000.00 53 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 2240 999 000M 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,141,061.31| $ 10,427,263.10| $ 10,653,091.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,141,061.31| $ 10,427,263.10| $ 10,653,091.32 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -17 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000M LUMP| 435000.00000 435000.00| | Clearing & Grubbing (Approximately 17 | | | Hectares) | | | 0020 201B000M 2.000 HA | 10000.00000 20000.00| | Clearing | | | 0030 205A001M 1.000 EACH| 4981.66000 4981.66| | Removal Of Structures, Structure No. 1 | | | 0040 206A001M LUMP| 99633.13000 99633.13| | Removal Of Old Bridge, Station 413+32.7 | | | 0050 206A002M LUMP| 49816.56000 49816.56| | Removal Of Old Bridge, Station 421+44.9 | | | 0060 206C001M 403.000 M2 | 6.89000 2776.67| | Removing Concrete Pavement | | | 0070 206C002M 153.000 M2 | 7.97000 1219.41| | Removing Concrete Slope Paving | | | 0080 206D000M 220.000 M | 9.80000 2156.00| | Removing Pipe | | | 0090 206D002M 333.000 M | 9.71000 3233.43| | Removing Curb | | | 0100 206D003M 166.000 M | 10.62000 1762.92| | Removing Curb And Gutter | | | 0110 206D011M 2952.000 M | 6.54000 19306.08| | Removing Fence | | | 0120 206E000M 13.000 EACH| 149.45000 1942.85| | Removing Headwalls | | | 0130 206E001M 13.000 EACH| 249.08000 3238.04| | Removing Inlets | | | 0140 206E008M 8.000 EACH| 49.82000 398.56| | Removing Guardrail End Anchor (All Type | | | 0150 210A000M 53000.000 M3 | 3.91000 207230.00| | Unclassified Excavation | | | 0155 210D000M 100550.000 M3 | 7.42000 746081.00| | Borrow Excavation | | | 0160 210D011M 14200.000 M3 | 8.42000 119564.00| | Borrow Excavation (A-4 Or Better) | | | 0170 214A000M 780.000 M3 | 5.21000 4063.80| | Structure Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -18 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 214B001M 271.000 M3 | 28.63000 7758.73| | Foundation Backfill, Commercial | | | 0190 230A000M 35.000 RBST| 298.90000 10461.50| | Roadbed Processing | | | 0200 243A010M 1200.000 M2 | 3.14000 3768.00| | Geosynthetic Reinforcement | | | 0210 301A012M 35030.000 M2 | 8.62000 301958.60| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0220 306B000M 1.000 EACH| 7500.00000 7500.00| | State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | 0230 401A000M 35030.000 M2 | 0.52000 18215.60| | Bituminous Treatment A | | | 0240 405A000M 117500.000 L | 0.20000 23500.00| | Tack Coat | | | 0250 410C000M 1.000 EACH| 2500.00000 2500.00| | Contractor Retained Profilograph | | | 0260 420A011M 2332.000 MTON| 67.34000 157036.88| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0270 424A281M 6080.000 MTON| 42.64000 259251.20| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0280 424B281M 7450.000 MTON| 35.15000 261867.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0290 424B282M 3945.000 MTON| 36.00000 142020.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0300 424B581M 19025.000 MTON| 32.25000 613556.25| | Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0310 424B589M 26810.000 MTON| 38.15000 1022801.50| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -19 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424C281M 4160.000 MTON| 34.95000 145392.00| | Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0330 424C285M 100.000 MTON| 95.00000 9500.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 37.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0340 427B001M 20030.000 M | 9.32000 186679.60| | Waterproofing Bituminous Pavement | | | Joints(Pave Prep) | | | 0350 428B000M 4370.000 M | 0.15000 655.50| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0360 430B000M 50.000 MTON| 32.13000 1606.50| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0370 450B000M 527.000 M2 | 59.78000 31504.06| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0380 459A002M 3900.000 M2 | 9.00000 35100.00| | Rubblizing Plain Concrete Pavement | | | 0390 502A000M 109350.000 KG | 1.00000 109350.00| | Steel Reinforcement | | | 0400 502B000M LUMP| 93655.14000 93655.14| | Steel Reinforcement For Bridge | | | Superstructure, 413+23.201, APPROX. | | | 104300kg | | | 0410 502B001M LUMP| 60776.21000 60776.21| | Steel Reinforcement For Bridge | | | Superstructure 421+35.50, APPROX. 67525 | | | kg | | | 0420 505G000M 114.000 EACH| 94.65000 10790.10| | Pile Points | | | 0430 505M002M 1301.000 M | 69.74000 90731.74| | Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | 0440 506A006M 154.000 M | 627.69000 96664.26| | Drilled Shaft Excavation, 1680 mm | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -20 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 506C025M 154.000 M | 149.45000 23015.30| | Drilled Shaft Construction, 1680 mm | | | Diameter, Class DS2 Concrete | | | 0460 508A000M 20700.000 KG | 4.98000 103086.00| | Structural Steel | | | 0470 510A000M 749.000 M3 | 458.31000 343274.19| | Bridge Substructure Concrete, Class A | | | 0480 510C000M LUMP| 478239.02000 478239.02| | Bridge Concrete Superstructure STA. | | | 413+23.201( APPROX. 762 CUBIC | | | 0490 510C001M LUMP| 273991.11000 273991.11| | Bridge Concrete Superstructure , STA. | | | 421+35.500 (APPROX. 474 CUBIC | | | 0500 510E000M 4619.000 M2 | 1.99000 9191.81| | Grooving Concrete Bridge Decks | | | 0510 511A001M 242.000 EACH| 109.60000 26523.20| | Elastomeric Bearings, Type 2 | | | 0520 513B003M 909.000 M | 159.41000 144903.69| | Pretensioned-Prestressed Concrete | | | Girders, Type IM (Specialty Item) | | | 0530 513B019M 1192.000 M | 368.64000 439418.88| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-1600 (Specialty Item) | | | 0540 529A001M 151.000 M2 | 323.81000 48895.31| | Concrete Retaining Wall | | | 0550 530A001M 71.000 M | 58.29000 4138.59| | 450 mm Roadway Pipe (Class 3 R.C.) | | | 0560 530A002M 105.000 M | 86.38000 9069.90| | 600 mm Roadway Pipe (Class 3 R.C.) | | | 0570 530A003M 14.000 M | 125.34000 1754.76| | 750 mm Roadway Pipe (Class 3 R.C.) | | | 0580 530A101M 34.000 M | 68.25000 2320.50| | 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0590 530A102M 53.000 M | 96.35000 5106.55| | 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0600 530A104M 40.000 M | 167.88000 6715.20| | 900 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -21 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 530A108M 3.000 M | 448.35000 1345.05| | 1500 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0620 530B008M 36.000 M | 647.62000 23314.32| | 1855 mm Span X 1145 mm Rise Roadway | | | Pipe(Class 3 R.C.) | | | 0630 535A080M 97.000 M | 61.77000 5991.69| | 450 mm Side Drain Pipe (Class 3 R.C.) | | | 0640 535A085M 40.000 M | 95.65000 3826.00| | 600 mm Side Drain Pipe (Class 3 R.C.) | | | 0650 535A086M 14.000 M | 129.52000 1813.28| | 750 mm Side Drain Pipe (Class 3 R.C.) | | | 0660 535A301M 60.000 M | 64.76000 3885.60| | 450 mm Side Drain Pipe (Extension) | | | 0670 600A000M LUMP| 1030000.00000 1030000.00| | Mobilization | | | 0680 602A000M 43.000 EACH| 109.60000 4712.80| | Right Of Way Markers | | | 0690 610C001M 4875.000 MTON| 29.89000 145713.75| | Loose Riprap, Class 2 | | | 0700 610D000M 4205.000 M2 | 2.14000 8998.70| | Filter Blanket | | | 0710 614A000M 67.000 M3 | 254.06000 17022.02| | Slope Paving | | | 0720 614A001M 113.000 M3 | 199.27000 22517.51| | Slope Paving (Under Bridges) | | | 0730 619A002M 4.000 EACH| 473.26000 1893.04| | 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0740 619A003M 11.000 EACH| 597.80000 6575.80| | 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0750 619A004M 1.000 EACH| 747.25000 747.25| | 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0760 619A101M 22.000 EACH| 473.26000 10411.72| | 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0770 619A102M 4.000 EACH| 597.80000 2391.20| | 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -22 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 619A103M 2.000 EACH| 747.25000 1494.50| | 750 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0790 619B023M 1.000 EACH| 2142.11000 2142.11| | 1855 mm Span, 1145 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0800 620A000M 5.000 M3 | 971.42000 4857.10| | Minor Structure Concrete | | | 0810 621A000M 5.000 EACH| 1942.85000 9714.25| | Junction Boxes, Type 1, 1P Or 5 | | | 0820 621A004M 4.000 EACH| 3636.61000 14546.44| | Junction Boxes, Type 4 | | | 0830 621A005M 5.000 EACH| 1843.21000 9216.05| | Junction Boxes, Type 1 | | | 0840 621B004M 1.000 EACH| 672.52000 672.52| | Junction Box Units, Type 4 | | | 0850 621B005M 5.000 EACH| 498.17000 2490.85| | Junction Box Units, Type 1 | | | 0860 621C015M 2.000 EACH| 1967.76000 3935.52| | Inlets, Type S1 Or S3 (1 Wing) | | | 0870 621C016M 2.000 EACH| 2142.11000 4284.22| | Inlets, Type S2 Or S4 (1 Wing) | | | 0880 621C032M 4.000 EACH| 2864.45000 11457.80| | Inlets, Type C (Modified) | | | 0890 621C058M 1.000 EACH| 2540.64000 2540.64| | Inlets, Type S4 (1 Wing) (Modified) | | | 0900 621D015M 1.000 EACH| 523.07000 523.07| | Inlet Units, Type S1 Or S3 | | | 0910 621D016M 2.000 EACH| 547.98000 1095.96| | Inlet Units, Type S2 Or S4 | | | 0920 621D042M 2.000 EACH| 547.98000 1095.96| | Inlet Units,Type S4(Modified) | | | 0930 621D051M 2.000 EACH| 547.98000 1095.96| | Inlet Units, Type C (Modified) | | | 0940 621E001M 4.000 EACH| 4451.69000 17806.76| | Manholes, Type M | | | 0950 621F002M 28.000 EACH| 254.38000 7122.64| | Manhole Units, Type M | | | 0960 623A001M 77.000 M | 49.07000 3778.39| | Concrete Gutter (Valley) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -23 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 623C000M 978.000 M | 29.89000 29232.42| | Combination Curb & Gutter, Type C | | | 0980 629A001M 1400.000 M | 30.00000 42000.00| | Concrete Median or Safety Barrier, Type | | | 6A | | | 0990 630A001M 184.000 M | 38.86000 7150.24| | Steel Beam Guardrail, Class A, Type 2 | | | 1000 630C003M 8.000 EACH| 946.52000 7572.16| | Guardrail End Anchor, Type 13 | | | 1010 630C070M 10.000 EACH| 1394.86000 13948.60| | Guardrail End Anchor, Type 10 Series | | | 1020 637A001M 500.000 M | 26.50000 13250.00| | Fence Reset (Includes All Types) | | | 1030 640B000M LUMP| 4083.36000 4083.36| | Overhead Utility Adjustment (Electrical | | | 1040 641A031M 10.000 M | 149.45000 1494.50| | 304.8 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 1050 641A035M 40.000 M | 302.08000 12083.20| | 152.4 Millimeter D.I. Water Main Laid | | | 1060 641A036M 120.000 M | 195.03000 23403.60| | 203.2 Millimeter D.I. Water Main Laid | | | 1070 641A038M 835.000 M | 129.15000 107840.25| | 304.8 Millimeter D.I. Water Main Laid | | | 1080 641A040M 1180.000 M | 207.53000 244885.40| | 406.4 Millimeter D.I. Water Main Laid | | | 1090 641A049M 1100.000 M | 38.48000 42328.00| | 152.4 Millimeter P.V.C. Water Main Laid | | | 1100 641A050M 80.000 M | 74.19000 5935.20| | 19.05 Millimeter Copper Water Pipe Laid | | | Type K | | | 1110 641A080M 10.000 M | 115.00000 1150.00| | 152.4 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 1120 641A081M 53.000 M | 107.58000 5701.74| | 203.2 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | 1130 641A082M 23.000 M | 120.04000 2760.92| | 254 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -24 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1140 641A117M 332.000 M | 178.23000 59172.36| | 406.4 Millimeter D.I. Water Main Laid | | | (Restrained Joint) Type 1 Installation | | | 1150 641J000M 9.000 EACH| 3153.28000 28379.52| | Fire Hydrant | | | 1160 643A000M 7.000 EACH| 280.88000 1966.16| | Water Meters Reset | | | 1170 645A070M 83.000 M | 323.28000 26832.24| | 457.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 1180 645A090M 120.000 M | 223.91000 26869.20| | 355.6 mm D.I. Sanitary Sewer Pipe | | | 1190 645A091M 22.000 M | 282.21000 6208.62| | 406.4 mm D.I. Sanitary Sewer Pipe | | | (Class 52) | | | 1200 649A007M 15.000 M | 264.98000 3974.70| | 304.8 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 1210 649A023M 35.000 M | 332.02000 11620.70| | 304.8 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1220 649A033M 43.000 M | 409.13000 17592.59| | 406.4 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1230 649A036M 130.000 M | 697.43000 90665.90| | 609.6 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1240 649A047M 150.000 M | 835.22000 125283.00| | 762 Millimeter Encasement Pipe, Type 2 | | | Installation | | | 1250 649A048M 100.000 M | 317.98000 31798.00| | 762 Millimeter Encasement Pipe, Type 1 | | | Installation | | | 1260 650A000M 1850.000 M3 | 7.81000 14448.50| | Topsoil | | | 1270 650B000M 12900.000 M3 | 5.18000 66822.00| | Topsoil From Stockpiles | | | 1280 652A054M 17.000 HA | 1150.76000 19562.92| | Seeding (Mix 2A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -25 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1290 654A001M 673.000 M2 | 2.49000 1675.77| | Solid Sodding (Bermuda) | | | 1300 656A000M 17.000 HA | 1150.76000 19562.92| | Mulching, Class A, Type 1 | | | 1310 659A000M 673.000 M2 | 2.75000 1850.75| | Erosion Control Netting, Class A | | | 1320 665A000M 17.000 HA | 650.00000 11050.00| | Temporary Seeding | | | 1330 665B000M 17.000 HA | 650.00000 11050.00| | Temporary Mulching | | | 1340 665F000M 820.000 EACH| 6.50000 5330.00| | Hay Bales | | | 1350 665G000M 12.000 EACH| 12.00000 144.00| | Sand Bags | | | 1360 665I000M 252.000 MTON| 68.00000 17136.00| | Temporary Riprap, Class 2 | | | 1370 665J000M 10800.000 M | 7.45000 80460.00| | Silt Fence, Type A | | | 1380 665K000M 100.000 M3 | 10.36000 1036.00| | Drainage Sump Excavation | | | 1390 680A000M LUMP| 25000.00000 25000.00| | Engineering Controls | | | 1400 701B016M 100.000 M | 12.64000 1264.00| | Dotted, Class 3W, Type A Traffic Stripe | | | (150 mm Wide) | | | 1410 701C002M 31.000 KM | 200.00000 6200.00| | Broken Temporary Traffic Stripe (Paint) | | | 1420 701C003M 108.000 KM | 200.00000 21600.00| | Solid Temporary Traffic Stripe (Paint) | | | 1430 701C004M 2.000 KM | 1742.84000 3485.68| | Broken Temporary Traffic Stripe (Tape) | | | 1440 701C005M 4.000 KM | 3609.88000 14439.52| | Solid Temporary Traffic Stripe (Tape) | | | 1450 701F001M 400.000 M | 2.69000 1076.00| | Dotted Temporary Traffic Stripe (Paint) | | | 1460 701G121M 550.000 M | 3.76000 2068.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1470 701G125M 450.000 M | 9.82000 4419.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -26 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1480 701G129M 200.000 M | 4.49000 898.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1490 701G133M 340.000 M | 10.17000 3457.80| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1500 701H000M 4300.000 M | 0.82000 3526.00| | Solid Traffic Stripe Removed (Paint) | | | 1510 701H001M 1500.000 M | 0.82000 1230.00| | Solid Traffic Stripe Removed (Plastic) | | | 1520 701H002M 2300.000 M | 0.50000 1150.00| | Solid Traffic Stripe Removed (Tape) | | | 1530 701H007M 700.000 M | 0.50000 350.00| | Broken Traffic Stripe Removed (Tape) | | | 1540 701H012M 100.000 M | 3.26000 326.00| | Dotted Traffic Stripe Removed (Tape) | | | 1550 702A040M 6.000 KM | 1194.95000 7169.70| | Broken White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1560 702A041M 9.000 KM | 2676.36000 24087.24| | Solid White, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1570 702A042M 3.000 KM | 1194.95000 3584.85| | Broken Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1580 702A043M 10.000 KM | 2676.36000 26763.60| | Solid Yellow, Profiled Traffic Stripe | | | (150 mm Wide) | | | 1590 702B011M 202.000 M | 17.03000 3440.06| | Dotted Profiled Traffic Stripe (150 mm | | | Wide) | | | 1600 703A000M 660.000 M2 | 1.00000 660.00| | Traffic Control Markings, Class 1, Type | | | A | | | 1610 703B000M 60.000 M2 | 1.00000 60.00| | Traffic Control Legends, Class 1, Type | | | 1620 703D000M 50.000 M2 | 32.05000 1602.50| | Temporary Traffic Control Markings(Tape | | | 1630 703D002M 1960.000 M2 | 10.00000 19600.00| | Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -27 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1640 705A023M 480.000 EACH| 4.51000 2164.80| | Pavement Markers, Class C, Type 2-D | | | 1650 705A030M 15.000 EACH| 4.81000 72.15| | Pavement Markers, Class A-H, Type 2-C | | | 1660 705A031M 179.000 EACH| 4.61000 825.19| | Pavement Markers, Class A-H, Type 1-A | | | 1670 705A032M 120.000 EACH| 4.61000 553.20| | Pavement Markers, Class A-H, Type 1-B | | | 1680 705A037M 182.000 EACH| 4.81000 875.42| | Pavement Markers, Class A-H, Type 2-D | | | 1690 705A038M 790.000 EACH| 4.81000 3799.90| | Pavement Markers, Class A-H, Type 2-E | | | 1700 710A115M 6.000 M2 | 159.67000 958.02| | Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 1710 710A126M 4.000 SQ M| 193.88000 775.52| | Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 1720 710A141M 2.000 SQ M| 317.98000 635.96| | Class 6, Aluminum Flat Sign Panels 3. | | | 175mm Thick Or Steel Flat Sign Panels 2.| | | 657mm Thick(Type III Background) | | | 1730 710B001M 55.000 M | 14.31000 787.05| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1740 710B016M 15.000 M | 22.26000 333.90| | Roadway Sign Post (#3 Square Tubular | | | Steel) | | | 1750 710C000M LUMP| 1059.93000 1059.93| | Removal Of Existing Roadway Signs | | | 1760 711A000M LUMP| 4928.66000 4928.66| | Roadway Sign Relocation | | | 1770 726A000M 1250.000 M | 86.60000 108250.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1780 726A001M 80.000 M | 149.45000 11956.00| | Portable Concrete Safety Barriers, Type | | | 6-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -28 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1790 726D021M 8.000 EACH| 11955.98000 95647.84| | Portable Impact Attenuator(Assembly | | | Bi-directional, TL-2) | | | 1800 730A000M LUMP| 1345.05000 1345.05| | Removal Of Existing Traffic Control | | | Unit U.S. 31 @ FISCHER RD. | | | 1810 730A001M LUMP| 1345.05000 1345.05| | Removal Of Existing Traffic Control | | | Unit U.S. 31 @ I-65 N.B. RAMPS | | | 1820 730A002M LUMP| 1345.05000 1345.05| | Removal Of Existing Traffic Control | | | Unit U.S. 31 @ I-65 S.B. RAMPS | | | 1822 730A053M LUMP| 1345.05000 1345.05| | Removal Of Existing Traffic Control | | | Unit(Temporary)( U.S.#31 @ Fischer Road)| | | 1823 730A054M LUMP| 1345.05000 1345.05| | Removal Of Existing Traffic Control | | | Unit(Temporary)( U.S.#31 @ I-65 N.B. | | | Ramps) | | | 1826 730A056M LUMP| 1345.05000 1345.05| | Removal Of Existing Traffic Control | | | Unit(Temporary)( U.S.#31 @ I-65 S.B. | | | Ramps) | | | 1830 730C000M LUMP| 8643.17000 8643.17| | Furnishing And Installing Traffic | | | Control Unit U.S. 31 @ FISCHER RD. | | | 1840 730C001M LUMP| 4084.96000 4084.96| | Furnishing And Installing Traffic | | | Control Unit U.S. 31 @ Fischer Road | | | 1850 730C002M LUMP| 9614.60000 9614.60| | Furnishing And Installing Traffic | | | Control Unit ( U.S. 31 @ I-65 N.B. RAMPS| | | 1851 730C003M LUMP| 4084.96000 4084.96| | Furnishing And Installing Traffic | | | Control Unit ( U.S.#31 @ I-65 N.B. | | | Ramps) | | | 1852 730C004M LUMP| 8369.18000 8369.18| | Furnishing And Installing Traffic | | | Control Unit (U.S.#31 @ I-65 S.B. | | | Ramps) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -29 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1853 730C005M LUMP| 4084.96000 4084.96| | Furnishing And Installing Traffic | | | Control Unit ( U.S.#31 @ I-65 S.B. | | | Ramps) | | | 1860 730E000M 12.000 EACH| 1893.03000 22716.36| | Metal Traffic Signal Pole Foundation | | | 1870 730G001M 12.000 EACH| 3272.95000 39275.40| | Metal Traffic Signal Strain Pole | | | 1880 730H001M 330.000 M | 8.97000 2960.10| | Loop Wire | | | 1890 730I001M 610.000 M | 3.49000 2128.90| | Loop Dectector Lead-In-Cable | | | 1900 730J010M 6.000 EACH| 149.45000 896.70| | Vehicle Loop Detector | | | 1910 730K000M 7.000 EACH| 249.08000 1743.56| | Traffic Signal Junction Box | | | 1920 730L002M 30.000 M | 17.44000 523.20| | 27Millimeter Metallic, Conduit | | | 1930 730L003M 30.000 M | 9.96000 298.80| | 27 Millimeter Non-Metallic, Conduit | | | 1940 730L005M 200.000 M | 12.45000 2490.00| | 53 Millimeter Non-Metallic, Conduit | | | 1950 730N010M 12.000 EACH| 991.35000 11896.20| | Luminaire Extension Assembly, 3.7m | | | 1960 730P011M 17.000 EACH| 373.62000 6351.54| | Vehicular Signal Head, 300 Millimeter 3 | | | Section, Type Incandescent | | | 1970 730P013M 1.000 EACH| 473.26000 473.26| | Vehicular Signal Head, 300 Milimeter, 5 | | | Section, Type Incandescent | | | 1980 730P022M 18.000 EACH| 841.90000 15154.20| | Vehicular Signal Head, 300 Milimeter, 3 | | | Section, Type LED | | | 1990 730P024M 2.000 EACH| 1120.88000 2241.76| | Vehicular Signal Head, 300 Milimeter, 5 | | | Section, Type LED | | | 2000 730R022M 3.000 EACH| 9066.61000 27199.83| | Controller Assembly, Type III, 8 Phase | | | 2010 730R030M 1.000 EACH| 4931.84000 4931.84| | Controller Assembly, Type III, Master | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -30 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2020 730T000M 15.000 EACH| 647.62000 9714.30| | Wood Pole | | | 2030 730U005M LUMP| 27150.03000 27150.03| | Furnishing And Installing Video | | | Detection System (U.S.#31 @ I-65 S.B. | | | Ramps) | | | 2032 730U007M LUMP| 27150.03000 27150.03| | Furnishing And Installing Video | | | Detection System (U.S.#31 @ I-65 N.B. | | | Ramps) | | | 2040 734A011M 760.000 M | 8.47000 6437.20| | Cable OSP, Loose Tube, 24F SM | | | 2050 734B005M 170.000 M | 7.97000 1354.90| | Drop Cable OSP 6F SM Central Core | | | 2060 734E000M 100.000 M | 3.99000 399.00| | Detectable Tape System | | | 2070 734E019M 100.000 M | 7.97000 797.00| | Buried Duct HDPE SDR11 35 mm | | | 2080 734E040M 110.000 M | 29.89000 3287.90| | Conduit Galvanized Rigid Steel 53 mm | | | 2090 734G001M 3.000 EACH| 99.63000 298.89| | Connector ST Termination SM | | | 2100 734G005M 2.000 EACH| 747.25000 1494.50| | Splice Closure, Aerial With Trays | | | 2110 734G006M 1.000 EACH| 498.17000 498.17| | Splice Closure, Under Grade With Trays | | | 2120 734G009M 18.000 EACH| 473.26000 8518.68| | Splicing, Fusion | | | 2130 734J000M 3.000 EACH| 2191.93000 6575.79| | Commbox F1 | | | 2140 740B000M 163.000 M2 | 90.09000 14684.67| | Construction Signs | | | 2150 740C000M 3.000 M2 | 111.29000 333.87| | Special Construction Signs | | | 2160 740D000M 1500.000 EACH| 57.24000 85860.00| | Channelizing Drums | | | 2170 740E000M 300.000 EACH| 13.23000 3969.00| | Cones (900 mm High) | | | 2180 740F002M 15.000 EACH| 190.79000 2861.85| | Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 011 -31 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20020628011 COUNTIES : MONTGOMERY LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2190 740I005M 10.000 EACH| 476.97000 4769.70| | Warning Lights, Type B (Detachable Head | | | 2200 740M001M 300.000 EACH| 8.82000 2646.00| | Ballast For Cone | | | 2210 741C010M 6.000 EACH| 2649.82000 15898.92| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2220 742A001M 2.000 EACH| 12719.13000 25438.26| | Portable Changeable Message Sign, Type | | | 2230 756A020M 30.000 M | 99.63000 2988.90| | 53 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 2240 999 000M 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,839,033.73| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,839,033.73| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20020628030 COUNTIES : MADISON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 95 Working Days (available days) CONTRACT DESCRIPTION : HUNTSVILLE PROJECT(S) : STPAA-CN02(906) for constructing the Roadway Improvements on various city streets in Huntsville as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,159,796.57 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020628030 COUNTIES : MADISON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C000 90.000 SQYD| 19.24000 1731.60| | Removing Concrete Sidewalk | | | 0020 206C001 345.000 SQYD| 19.23000 6634.35| | Removing Concrete Pavement | | | 0030 206C004 1040.000 SQYD| 13.46000 13998.40| | Removing Concrete Crosswalk | | | 0040 206D003 4500.000 LF | 8.53000 38385.00| | Removing Curb And Gutter | | | 0050 405A000 11386.000 GAL | 1.46000 16623.56| | Tack Coat | | | 0060 408A052 17488.000 SQYD| 1.90000 33227.20| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A053 93229.000 SQYD| 3.15000 293671.35| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 424A361 9392.000 TON | 47.94000 450252.48| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B658 560.000 TON | 63.82000 35739.20| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B004 200.000 TON | 19.52000 3904.00| | Aggregate Surfacing (ALDOT #810) | | | 0110 600A000 LUMP| 96300.67000 96300.67| | Mobilization | | | 0120 618A000 90.000 SQYD| 41.18000 3706.20| | Concrete Sidewalk, 4" Thick | | | 0130 618B000 260.000 SQYD| 41.94000 10904.40| | Concrete Driveway, 4" Thick | | | 0140 623C000 4500.000 LF | 17.30000 77850.00| | Combination Curb & Gutter, Type C | | | 0150 701A031 2.000 MILE| 1134.00000 2268.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020628030 COUNTIES : MADISON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( ) |( ) |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A035 8.000 MILE| 1188.00000 9504.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A040 2.000 MILE| 594.00000 1188.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701A045 4.000 MILE| 594.00000 2376.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 703A002 10785.000 SQFT| 2.43000 26207.55| | Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 210.000 SQFT| 3.13000 657.30| | Traffic Control Legends, Class 2, Type | | | 0210 705A037 765.000 EACH| 5.40000 4131.00| | Pavement Markers, Class A-H, Type 2-D | | | 0220 705A039 185.000 EACH| 5.40000 999.00| | Pavement Markers, Class A-H, Type 2-A | | | 0230 730H001 700.000 LF | 2.65000 1855.00| | Loop Wire | | | 0240 740B000 715.000 SQFT| 21.56000 15415.40| | Construction Signs | | | 0250 740E000 100.000 EACH| 13.04000 1304.00| | Cones (36 Inches High) | | | 0260 740F002 4.000 EACH| 254.24000 1016.96| | Barricades, Type III | | | 0270 740I005 4.000 EACH| 190.68000 762.72| | Warning Lights, Type B (Detachable Head | | | 0280 740M001 100.000 EACH| 8.24000 824.00| | Ballast For Cone | | | 0290 741C010 1.000 EACH| 8359.23000 8359.23| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,159,796.57| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,159,796.57| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20020628032 COUNTIES : TUSCALOOSA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : ACSTPAA-0201(509) for constructing the Additional Lanes (Pavement, Partial Grade & Drain and Signing) on S.R.#69 from the 3 lane section in Moundville to the 4 lane section south of Tuscaloosa. Length 7.335 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 8,148,964.18 100.0000% 2 18024 RACON, INC. $ 8,621,782.23 105.8022% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020628032 COUNTIES : TUSCALOOSA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18024 |( ) |S. T. BUNN CONSTRUCTION CO. |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| 80000.00000 80000.00| 50000.00000 50000.00| Clearing & Grubbing (Approximately 20 | | | ACRES) | | | 0020 206C010 60.000 SQYD| 20.00000 1200.00| 12.51000 750.60| Removing Concrete Driveway | | | 0030 206C013 196.000 SQYD| 25.00000 4900.00| 11.52000 2257.92| Removing Bridge End Slab | | | 0040 206C022 21.000 SQYD| 10.00000 210.00| 13.29000 279.09| Removing Concrete Slab | | | 0050 206D000 1133.000 LF | 14.00000 15862.00| 6.00000 6798.00| Removing Pipe | | | 0060 206D001 924.000 LF | 1.25000 1155.00| 0.28000 258.72| Removing Guardrail | | | 0070 206D003 428.000 LF | 5.00000 2140.00| 4.52000 1934.56| Removing Curb And Gutter | | | 0080 206E000 14.000 EACH| 150.00000 2100.00| 750.00000 10500.00| Removing Headwalls | | | 0090 206E010 4.000 EACH| 125.00000 500.00| 110.00000 440.00| Removing Guardrail End Anchor (Type 2-B | | | 0100 210A000 21717.000 CUYD| 6.00000 130302.00| 2.00000 43434.00| Unclassified Excavation | | | 0110 210B000 1136.000 CUYD| 12.00000 13632.00| 12.00000 13632.00| Channel Excavation | | | 0120 210D011 1074.000 CUYD| 8.00000 8592.00| 4.00000 4296.00| Borrow Excavation (A-4 or Better) | | | 0130 214A000 5030.000 CUYD| 7.00000 35210.00| 6.00000 30180.00| Structure Excavation | | | 0140 214B001 1116.000 CUYD| 25.00000 27900.00| 25.00000 27900.00| Foundation Backfill, Commercial | | | 0150 230A000 350.000 RBST| 320.00000 112000.00| 303.67000 106284.50| Roadbed Processing | | | 0160 301A004 2250.000 SQYD| 4.75000 10687.50| 4.52000 10170.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0170 301A008 216933.000 SQYD| 4.40000 954505.20| 4.91000 1065141.03| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020628032 COUNTIES : TUSCALOOSA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18024 |( ) |S. T. BUNN CONSTRUCTION CO. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 301A012 2005.000 SQYD| 7.00000 14035.00| 5.48000 10987.40| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0190 301A015 80846.000 SQYD| 5.75000 464864.50| 5.82000 470523.72| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6.75" Compacted Thickness | | | 0200 305B060 5000.000 TON | 14.00000 70000.00| 13.52000 67600.00| Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1" Down, | | | 0210 306E000 1.000 EACH| 7000.00000 7000.00| 6200.00000 6200.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0220 327E000 23048.000 TON | 29.40000 677611.20| 32.38000 746294.24| Permeable Asphalt Treated Base | | | 0230 401A000 85170.000 SQYD| 0.35000 29809.50| 0.38000 32364.60| Bituminous Treatment A | | | 0240 401A043 115237.000 SQYD| 1.00000 115237.00| 1.01000 116389.37| Bituminous Treatment AE | | | 0250 401B115 17400.000 SQYD| 3.05000 53070.00| 3.26000 56724.00| Bituminous Treatment L, PG64-22(With | | | Polymer Additive) | | | 0260 405A000 19040.000 GAL | 1.00000 19040.00| 3.23000 61499.20| Tack Coat | | | 0270 408A057 934.000 SQYD| 7.00000 6538.00| 10.66000 9956.44| Planing Existing Pavement | | | (Approximately 6.10" Thru 7.0" Thick) | | | 0280 410C000 1.000 EACH| 5000.00000 5000.00| 3344.25000 3344.25| Contractor Retained Profilograph | | | 0290 420A011 10537.000 TON | 53.40000 562675.80| 56.50000 595340.50| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0300 424A280 12889.000 TON | 37.50000 483337.50| 39.36000 507311.04| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0310 424A284 100.000 TON | 50.00000 5000.00| 54.10000 5410.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020628032 COUNTIES : TUSCALOOSA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18024 |( ) |S. T. BUNN CONSTRUCTION CO. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424A286 1000.000 TON | 37.55000 37550.00| 54.10000 54100.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0330 424A287 3500.000 TON | 39.50000 138250.00| 42.53000 148855.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0340 424A290 500.000 TON | 55.00000 27500.00| 54.10000 27050.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0350 424A360 6185.000 TON | 37.50000 231937.50| 35.53000 219753.05| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0360 424B281 15079.000 TON | 34.88000 525955.52| 33.63000 507106.77| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0370 424B286 1000.000 TON | 50.00000 50000.00| 54.10000 54100.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0380 424B290 100.000 TON | 34.88000 3488.00| 54.10000 5410.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0390 424B293 500.000 TON | 46.00000 23000.00| 54.10000 27050.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0400 424B581 2175.000 TON | 37.40000 81345.00| 32.51000 70709.25| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0410 424B593 500.000 TON | 46.00000 23000.00| 54.10000 27050.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020628032 COUNTIES : TUSCALOOSA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18024 |( ) |S. T. BUNN CONSTRUCTION CO. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 424B651 4978.000 TON | 35.60000 177216.80| 31.61000 157354.58| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0430 424B659 250.000 TON | 35.60000 8900.00| 54.10000 13525.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0440 424C280 21909.000 TON | 31.10000 681369.90| 30.52000 668662.68| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0450 424C291 500.000 TON | 46.00000 23000.00| 54.10000 27050.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0460 428C000 133474.000 LF | 0.15000 20021.10| 0.14000 18686.36| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0470 450B000 214.000 SQYD| 76.00000 16264.00| 65.00000 13910.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0480 502A000 386.000 LB | 0.60000 231.60| 0.60000 231.60| Steel Reinforcement | | | 0490 530A001 492.000 LF | 18.00000 8856.00| 18.00000 8856.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0500 530A002 610.000 LF | 22.00000 13420.00| 22.00000 13420.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0510 530A101 16.000 LF | 50.00000 800.00| 50.00000 800.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0520 530B015 63.000 LF | 75.00000 4725.00| 75.00000 4725.00| 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0530 533A098 7463.000 LF | 35.00000 261205.00| 35.00000 261205.00| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0540 533A099 141.000 LF | 40.00000 5640.00| 40.00000 5640.00| 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0550 535A001 330.000 LF | 20.00000 6600.00| 20.00000 6600.00| 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020628032 COUNTIES : TUSCALOOSA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18024 |( ) |S. T. BUNN CONSTRUCTION CO. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 600A000 LUMP| 380000.00000 380000.00| 596557.46000 596557.46| Mobilization | | | 0570 602C000 10.000 EACH| 150.00000 1500.00| 95.00000 950.00| Permanent Easement Marker | | | 0580 605A002 66078.000 LF | 3.00000 198234.00| 5.60000 370036.80| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0590 605B000 75.000 EACH| 262.50000 19687.50| 298.31000 22373.25| Special Underdrain Outlet, Type A | | | 0600 610C001 2137.000 TON | 24.00000 51288.00| 24.00000 51288.00| Loose Riprap, Class 2 | | | 0610 610D003 1692.000 SQYD| 2.25000 3807.00| 2.00000 3384.00| Filter Blanket, Geotextile | | | 0620 614A000 495.000 CUYD| 235.00000 116325.00| 214.50000 106177.50| Slope Paving | | | 0630 618B003 63.000 SQYD| 40.00000 2520.00| 44.00000 2772.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0640 619A002 1.000 EACH| 660.00000 660.00| 660.00000 660.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0650 619A003 2.000 EACH| 715.00000 1430.00| 715.00000 1430.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0660 619A101 14.000 EACH| 660.00000 9240.00| 660.00000 9240.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0670 619A102 4.000 EACH| 715.00000 2860.00| 715.00000 2860.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0680 619A202 6.000 EACH| 1650.00000 9900.00| 1650.00000 9900.00| 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0690 619B019 1.000 EACH| 1540.00000 1540.00| 1540.00000 1540.00| 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0700 620A000 6.000 CUYD| 600.00000 3600.00| 1000.00000 6000.00| Minor Structure Concrete | | | 0710 621A000 1.000 EACH| 1525.00000 1525.00| 2420.00000 2420.00| Junction Boxes, Type 1, 1P Or 5 | | | 0720 621C015 22.000 EACH| 2205.00000 48510.00| 2475.00000 54450.00| Inlets, Type S1 Or S3 (1 Wing) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020628032 COUNTIES : TUSCALOOSA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18024 |( ) |S. T. BUNN CONSTRUCTION CO. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 621C020 2.000 EACH| 2220.00000 4440.00| 2200.00000 4400.00| Inlets, Type Y | | | 0740 621C112 1.000 EACH| 1900.00000 1900.00| 2200.00000 2200.00| Inlets, Type C (Modified) (Grate & | | | Grateseat) | | | 0750 621D019 3.000 EACH| 525.00000 1575.00| 550.00000 1650.00| Inlet Units, Type Y | | | 0760 623A000 363.000 LF | 17.00000 6171.00| 13.20000 4791.60| Concrete Gutter | | | 0770 623C000 7786.000 LF | 10.50000 81753.00| 8.69000 67660.34| Combination Curb & Gutter, Type C | | | 0780 630A001 6984.000 LF | 12.00000 83808.00| 12.10000 84506.40| Steel Beam Guardrail, Class A, Type 2 | | | 0790 630C001 15.000 EACH| 550.00000 8250.00| 550.00000 8250.00| Guardrail End Anchor, Type 8 | | | 0800 630C003 7.000 EACH| 1050.00000 7350.00| 990.00000 6930.00| Guardrail End Anchor, Type 13 | | | 0810 630C022 3.000 EACH| 2450.00000 7350.00| 1100.00000 3300.00| Guardrail End Anchor, Type Special | | | 0820 630C050 6.000 EACH| 1295.00000 7770.00| 1650.00000 9900.00| Guardrail End Anchor, Type 20 Series | | | 0830 630C070 12.000 EACH| 1250.00000 15000.00| 1430.00000 17160.00| Guardrail End Anchor, Type 10 Series | | | 0840 650A000 18367.000 CUYD| 6.85000 125813.95| 6.87000 126181.29| Topsoil | | | 0850 650B000 7446.000 CUYD| 3.25000 24199.50| 3.19000 23752.74| Topsoil From Stockpiles | | | 0860 651B000 97.000 TON | 40.00000 3880.00| 38.50000 3734.50| Agricultural Limestone | | | 0870 652A054 15.000 ACRE| 500.00000 7500.00| 550.00000 8250.00| Seeding (Mix 2A) | | | 0880 652A056 15.000 ACRE| 500.00000 7500.00| 550.00000 8250.00| Seeding (Mix 2E) | | | 0890 652B053 20.000 ACRE| 300.00000 6000.00| 385.00000 7700.00| Temporary Seeding (Mix 2AT) | | | 0900 652C000 48.000 ACRE| 500.00000 24000.00| 49.50000 2376.00| Mowing | | | 0910 652D054 20.000 ACRE| 450.00000 9000.00| 550.00000 11000.00| Seeding In Stubble (Mix 2A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 032 -8 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020628032 COUNTIES : TUSCALOOSA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18024 |( ) |S. T. BUNN CONSTRUCTION CO. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 654A001 7359.000 SQYD| 2.75000 20237.25| 4.40000 32379.60| Solid Sodding (Bermuda) | | | 0930 656A000 48.000 ACRE| 500.00000 24000.00| 495.00000 23760.00| Mulching, Class A, Type 1 | | | 0940 659A010 500.000 SQYD| 2.00000 1000.00| 1.65000 825.00| Erosion Control Netting, Class A (Jute | | | Netting) | | | 0950 665F000 500.000 EACH| 6.00000 3000.00| 5.00000 2500.00| Hay Bales | | | 0960 665G000 50.000 EACH| 8.00000 400.00| 1.00000 50.00| Sand Bags | | | 0970 665I000 40.000 TON | 50.00000 2000.00| 50.00000 2000.00| Temporary Riprap, Class 2 | | | 0980 665J000 6700.000 LF | 4.00000 26800.00| 3.05000 20435.00| Silt Fence, Type A | | | 0990 665K000 150.000 CUYD| 30.00000 4500.00| 6.50000 975.00| Drainage Sump Excavation | | | 1000 666A001 48.000 ACRE| 30.00000 1440.00| 0.00000 0.00| Pest Control Treatment | | | 1010 680A000 LUMP| 110000.00000 110000.00| 72060.00000 72060.00| Engineering Controls | | | 1020 701C002 16.000 MILE| 320.00000 5120.00| 319.00000 5104.00| Broken Temporary Traffic Stripe (Paint) | | | 1030 701C003 63.000 MILE| 340.00000 21420.00| 355.30000 22383.90| Solid Temporary Traffic Stripe (Paint) | | | 1040 701E003 2440.000 LF | 1.21000 2952.40| 3.30000 8052.00| Solid Temporary Traffic Stripe (Tape) | | | 1050 701G121 1218.000 LF | 1.40000 1705.20| 2.04000 2484.72| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1060 701G125 1218.000 LF | 3.13000 3812.34| 3.96000 4823.28| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1070 701G133 1218.000 LF | 3.24000 3946.32| 3.96000 4823.28| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1080 701H002 2440.000 LF | 0.20000 488.00| 0.21000 512.40| Solid Traffic Stripe Removed (Tape) | | | 1090 702A040 13.000 MILE| 1975.00000 25675.00| 2090.00000 27170.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 032 -9 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020628032 COUNTIES : TUSCALOOSA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18024 |( ) |S. T. BUNN CONSTRUCTION CO. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 702A041 15.000 MILE| 4300.00000 64500.00| 4290.00000 64350.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 1110 702A042 2.000 MILE| 1975.00000 3950.00| 2090.00000 4180.00| Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1120 702A043 13.000 MILE| 4300.00000 55900.00| 4290.00000 55770.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 1130 702B011 5972.000 LF | 1.80000 10749.60| 1.82000 10869.04| Dotted Profiled Traffic Stripe (6" Wide | | | 1140 703A002 8546.000 SQFT| 1.80000 15382.80| 2.37000 20254.02| Traffic Control Markings, Class 2, Type | | | A | | | 1150 703B002 807.000 SQFT| 2.80000 2259.60| 3.14000 2533.98| Traffic Control Legends, Class 2, Type | | | 1160 703D002 960.000 SQFT| 1.30000 1248.00| 2.86000 2745.60| Temporary Traffic Control Markings | | | (Paint) | | | 1170 705A011 600.000 EACH| 4.00000 2400.00| 5.35000 3210.00| Pavement Markers, Class C, Type 1-A | | | 1180 705A012 600.000 EACH| 4.00000 2400.00| 5.35000 3210.00| Pavement Markers, Class C, Type 1-B | | | 1190 705A023 850.000 EACH| 4.00000 3400.00| 5.50000 4675.00| Pavement Markers, Class C, Type 2-D | | | 1200 705A030 88.000 EACH| 4.90000 431.20| 5.50000 484.00| Pavement Markers, Class A-H, Type 2-C | | | 1210 705A031 1170.000 EACH| 4.70000 5499.00| 5.50000 6435.00| Pavement Markers, Class A-H, Type 1-A | | | 1220 705A032 375.000 EACH| 4.70000 1762.50| 5.50000 2062.50| Pavement Markers, Class A-H, Type 1-B | | | 1230 705A037 850.000 EACH| 4.90000 4165.00| 5.35000 4547.50| Pavement Markers, Class A-H, Type 2-D | | | 1240 705A038 468.000 EACH| 4.90000 2293.20| 5.50000 2574.00| Pavement Markers, Class A-H, Type 2-E | | | 1250 710A030 36.000 SQFT| 9.20000 331.20| 9.37000 337.32| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thickness (Type I Background) | | | 1260 710A115 432.000 SQFT| 11.50000 4968.00| 11.72000 5063.04| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 032 -10 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020628032 COUNTIES : TUSCALOOSA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18024 |( ) |S. T. BUNN CONSTRUCTION CO. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1270 710A126 127.000 SQFT| 15.00000 1905.00| 15.24000 1935.48| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1280 710B001 912.000 LF | 5.20000 4742.40| 5.27000 4806.24| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1290 740B000 2096.000 SQFT| 8.35000 17501.60| 8.49000 17795.04| Construction Signs | | | 1300 740D000 450.000 EACH| 25.00000 11250.00| 63.26000 28467.00| Channelizing Drums | | | 1310 740E000 100.000 EACH| 5.00000 500.00| 1.00000 100.00| Cones (36 Inches High) | | | 1320 740F002 68.000 EACH| 264.00000 17952.00| 181.59000 12348.12| Barricades, Type III | | | 1330 740I005 34.000 EACH| 650.00000 22100.00| 644.33000 21907.22| Warning Lights, Type B (Detachable Head | | | 1340 740M001 100.000 EACH| 2.00000 200.00| 1.00000 100.00| Ballast For Cone | | | 1350 740O000 1.000 EACH| 4000.00000 4000.00| 1500.00000 1500.00| Pilot Car | | | 1360 741C010 2.000 EACH| 2500.00000 5000.00| 5506.05000 11012.10| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1370 742A001 3.000 EACH| 17000.00000 51000.00| 15229.50000 45688.50| Portable Changeable Message Sign, Type | | | 1380 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 8,148,964.18| $ 8,621,782.23| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,148,964.18| $ 8,621,782.23| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 210 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACSTPAA-452(2) for constructing the Additional Lanes (Grade, Drainage, Pavement and Bridges) on S.R.#3 (U.S.#31) from the end of the McKenzie Bypass to two miles south of Georgiana. Length 1.820 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 6,100,052.27 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 6,335,565.05 103.8608% 3 14001 NEWELL ROADBUILDERS, INC. $ 6,508,146.32 106.6900% 4 07001 S. A. GRAHAM COMPANY, INC. $ 6,786,122.66 111.2470% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 18005 |( 3 ) 14001 |NEWELL & BUSH, INC. |GRADY RALLS & 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| 125000.00000 125000.00| 90000.00000 90000.00| 400000.00000 400000.00 Clearing & Grubbing (Approximately 40 | | | Acres) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 31000.00000 31000.00| 35000.00000 35000.00 Removal Of Old Bridge, Station 149+05.7 | | | 0030 206A001 LUMP| 15000.00000 15000.00| 33000.00000 33000.00| 47000.00000 47000.00 Removal Of Old Bridge, Station 159+44.5 | | | 0040 206A002 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| 47000.00000 47000.00 Removal Of Old Bridge, Station 174+46.7 | | | 0050 206C003 1000.000 SQYD| 2.00000 2000.00| 2.00000 2000.00| 2.50000 2500.00 Removing Concrete Flumes | | | 0060 206C016 1407.000 SQYD| 3.50000 4924.50| 2.00000 2814.00| 2.50000 3517.50 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0070 206D000 140.000 LF | 10.00000 1400.00| 9.00000 1260.00| 2.50000 350.00 Removing Pipe | | | 0080 206E000 3.000 EACH| 250.00000 750.00| 150.00000 450.00| 100.00000 300.00 Removing Headwalls | | | 0090 206E002 1.000 EACH| 1000.00000 1000.00| 175.00000 175.00| 250.00000 250.00 Removing Junction Boxes | | | 0100 210A000 109367.000 CUYD| 3.75000 410126.25| 1.75000 191392.25| 2.56000 279979.52 Unclassified Excavation | | | 0110 210D000 85038.000 CUYD| 2.60000 221098.80| 3.95000 335900.10| 3.15000 267869.70 Borrow Excavation | | | 0120 214A000 394.000 CUYD| 9.00000 3546.00| 6.00000 2364.00| 2.50000 985.00 Structure Excavation | | | 0130 214B001 58.000 CUYD| 3.00000 174.00| 26.00000 1508.00| 35.00000 2030.00 Foundation Backfill, Commercial | | | 0140 230A000 154.000 RBST| 60.00000 9240.00| 300.00000 46200.00| 200.00000 30800.00 Roadbed Processing | | | 0150 301A012 25613.000 SQYD| 7.00000 179291.00| 6.25000 160081.25| 6.75000 172887.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 23739.000 SQYD| 0.48000 11394.72| 0.40000 9495.60| 0.40000 9495.60 Bituminous Treatment A | | | 0170 401A006 3610.000 SQYD| 1.95000 7039.50| 1.85000 6678.50| 1.85000 6678.50 Bituminous Treatment G | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 18005 |( 3 ) 14001 |NEWELL & BUSH, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 405A000 6038.000 GAL | 2.00000 12076.00| 1.90000 11472.20| 1.90000 11472.20 Tack Coat | | | 0190 410C000 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 300.00000 300.00 Contractor Retained Profilograph | | | 0200 420A011 2135.000 TON | 57.00000 121695.00| 54.00000 115290.00| 54.00000 115290.00 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0210 424A361 4451.000 TON | 32.50000 144657.50| 33.80000 150443.80| 33.80000 150443.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424A367 1000.000 TON | 38.00000 38000.00| 37.20000 37200.00| 37.20000 37200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B651 5581.000 TON | 32.00000 178592.00| 31.20000 174127.20| 31.20000 174127.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424B681 5588.000 TON | 32.25000 180213.00| 31.40000 175463.20| 31.40000 175463.20 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 424B689 7652.000 TON | 25.00000 191300.00| 28.00000 214256.00| 28.00000 214256.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424C361 5075.000 TON | 34.75000 176356.25| 30.60000 155295.00| 30.60000 155295.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424C365 100.000 TON | 56.50000 5650.00| 56.30000 5630.00| 56.30000 5630.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 428C000 29960.000 LF | 0.20000 5992.00| 0.03000 898.80| 0.03000 898.80 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0290 450B000 694.000 SQYD| 50.00000 34700.00| 50.00000 34700.00| 60.00000 41640.00 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 18005 |( 3 ) 14001 |NEWELL & BUSH, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 502A000 280800.000 LB | 0.45000 126360.00| 0.40000 112320.00| 0.40000 112320.00 Steel Reinforcement | | | 0310 502B000 LUMP| 85000.00000 85000.00| 65000.00000 65000.00| 65000.00000 65000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 148+50, Approx. | | | 162200 lbs. | | | 0320 502B001 LUMP| 49500.00000 49500.00| 35000.00000 35000.00| 35000.00000 35000.00 Steel Reinforcement For Bridge | | | Superstructure Station 159+50, Approx. | | | 88726 pounds | | | 0330 502B002 LUMP| 49500.00000 49500.00| 35000.00000 35000.00| 35000.00000 35000.00 Steel Reinforcement For Bridge | | | Superstructure Station 174+45, Approx. | | | 88726 pounds | | | 0340 505A002 6.000 EACH| 1000.00000 6000.00| 2500.00000 15000.00| 2500.00000 15000.00 Steel Test Piles (HP 12x53) | | | 0350 505B057 6.000 EACH| 1000.00000 6000.00| 1650.00000 9900.00| 1650.00000 9900.00 Static Loading Tests (HP 12x53) | | | 0360 505B087 6.000 EACH| 1000.00000 6000.00| 375.00000 2250.00| 375.00000 2250.00 Dynamic Loading Tests (HP 12x53) | | | 0370 505I000 4900.000 SQFT| 10.00000 49000.00| 17.00000 83300.00| 0.00000 0.00 Temporary Steel Sheet Piling | | | 0380 505M002 10404.000 LF | 21.00000 218484.00| 22.00000 228888.00| 22.00000 228888.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0390 506A001 560.000 LF | 355.00000 198800.00| 270.00000 151200.00| 150.00000 84000.00 Drilled Shaft Excavation, 6'-0" Diamete | | | 0400 506C026 560.000 LF | 120.00000 67200.00| 80.00000 44800.00| 200.00000 112000.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS2 Concrete | | | 0410 506F002 240.000 LF | 230.00000 55200.00| 230.00000 55200.00| 230.00000 55200.00 Permanent Drilled Shaft Casing, 6'-0" | | | Diameter | | | 0420 506G006 8.000 EACH| 5000.00000 40000.00| 1000.00000 8000.00| 2500.00000 20000.00 Crosshole Sonic Logging, 6'-0" Diameter | | | 0430 508A000 42340.000 LB | 2.00000 84680.00| 2.50000 105850.00| 2.50000 105850.00 Structural Steel | | | 0440 510A000 725.000 CUYD| 375.00000 271875.00| 400.00000 290000.00| 400.00000 290000.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -5 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 18005 |( 3 ) 14001 |NEWELL & BUSH, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 510C001 LUMP| 320000.00000 320000.00| 360000.00000 360000.00| 360000.00000 360000.00 Bridge Concrete Superstructure Sta. | | | 148+50, Approx. 763 cu. yd. | | | 0460 510C002 LUMP| 149000.00000 149000.00| 160000.00000 160000.00| 160000.00000 160000.00 Bridge Concrete Superstructure Station | | | 159+50, Approx. 350 cubic yards | | | 0470 510C003 LUMP| 149000.00000 149000.00| 160000.00000 160000.00| 160000.00000 160000.00 Bridge Concrete Superstructure Station | | | 174+45, Approx. 350 cubic yards | | | 0480 510E000 5170.000 SQYD| 3.00000 15510.00| 2.00000 10340.00| 2.00000 10340.00 Grooving Concrete Bridge Decks | | | 0490 511A001 242.000 EACH| 65.00000 15730.00| 85.00000 20570.00| 85.00000 20570.00 Elastomeric Bearings, Type 2 | | | 0500 513B003 1936.000 LF | 58.50000 113256.00| 55.00000 106480.00| 55.00000 106480.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0510 513B004 1936.000 LF | 58.50000 113256.00| 55.00000 106480.00| 55.00000 106480.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0520 513B019 3587.000 LF | 112.00000 401744.00| 120.00000 430440.00| 120.00000 430440.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0530 530A008 100.000 LF | 110.00000 11000.00| 143.00000 14300.00| 115.00000 11500.00 60" Roadway Pipe (Class 3 R.C.) | | | 0540 530A107 80.000 LF | 100.00000 8000.00| 113.50000 9080.00| 100.00000 8000.00 54" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0550 600A000 LUMP| 250000.00000 250000.00| 561118.85000 561118.85| 457500.00000 457500.00 Mobilization | | | 0560 602A000 12.000 EACH| 150.00000 1800.00| 75.00000 900.00| 85.00000 1020.00 Right Of Way Markers | | | 0570 603A002 1.000 EACH| 5000.00000 5000.00| 5500.00000 5500.00| 35000.00000 35000.00 Furnishing Type 3 Field Office | | | 0580 610C001 20943.000 TON | 22.00000 460746.00| 25.00000 523575.00| 23.20000 485877.60 Loose Riprap, Class 2 | | | 0590 610D000 16502.000 SQYD| 2.50000 41255.00| 1.85000 30528.70| 2.00000 33004.00 Filter Blanket | | | 0600 619A058 2.000 EACH| 2000.00000 4000.00| 1600.00000 3200.00| 2000.00000 4000.00 54" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -6 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 18005 |( 3 ) 14001 |NEWELL & BUSH, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 619A059 1.000 EACH| 1200.00000 1200.00| 2150.00000 2150.00| 2150.00000 2150.00 60" Roadway Pipe End Treatment, Class 2 | | | 0620 620A000 1.000 CUYD| 1000.00000 1000.00| 1000.00000 1000.00| 500.00000 500.00 Minor Structure Concrete | | | 0630 621A004 2.000 EACH| 9500.00000 19000.00| 9000.00000 18000.00| 3000.00000 6000.00 Junction Boxes, Type 4 | | | 0640 621B004 1.000 EACH| 200.00000 200.00| 1000.00000 1000.00| 450.00000 450.00 Junction Box Units, Type 4 | | | 0650 630A001 2191.000 LF | 12.00000 26292.00| 10.75000 23553.25| 10.75000 23553.25 Steel Beam Guardrail, Class A, Type 2 | | | 0660 630C003 12.000 EACH| 1100.00000 13200.00| 900.00000 10800.00| 900.00000 10800.00 Guardrail End Anchor, Type 13 | | | 0670 630C050 2.000 EACH| 1700.00000 3400.00| 1650.00000 3300.00| 1650.00000 3300.00 Guardrail End Anchor, Type 20 Series | | | 0680 630C070 12.000 EACH| 1500.00000 18000.00| 1200.00000 14400.00| 1200.00000 14400.00 Guardrail End Anchor, Type 10 Series | | | 0690 650B000 7541.000 CUYD| 2.75000 20737.75| 4.25000 32049.25| 2.25000 16967.25 Topsoil From Stockpiles | | | 0700 652A057 24.000 ACRE| 375.00000 9000.00| 435.00000 10440.00| 500.00000 12000.00 Seeding (Mix 3A) | | | 0710 652A061 1.000 ACRE| 10.00000 10.00| 425.00000 425.00| 500.00000 500.00 Seeding (Mix 3E) | | | 0720 652B055 8.000 ACRE| 375.00000 3000.00| 300.00000 2400.00| 350.00000 2800.00 Temporary Seeding (Mix 3AT) | | | 0730 652D057 8.000 ACRE| 375.00000 3000.00| 250.00000 2000.00| 500.00000 4000.00 Seeding In Stubble (Mix 3A) | | | 0740 654A001 1820.000 SQYD| 6.00000 10920.00| 2.75000 5005.00| 4.00000 7280.00 Solid Sodding (Bermuda) | | | 0750 656A000 32.000 ACRE| 400.00000 12800.00| 425.00000 13600.00| 450.00000 14400.00 Mulching, Class A, Type 1 | | | 0760 656A001 1.000 ACRE| 10.00000 10.00| 425.00000 425.00| 450.00000 450.00 Mulching, Class A, Type 2 | | | 0770 659A000 1820.000 SQYD| 2.00000 3640.00| 1.85000 3367.00| 1.50000 2730.00 Erosion Control Netting, Class A | | | 0780 659A001 1900.000 SQYD| 2.00000 3800.00| 1.85000 3515.00| 1.50000 2850.00 Erosion Control Netting, Class B | | | 0790 660C081 155.000 EACH| 250.00000 38750.00| 45.00000 6975.00| 45.00000 6975.00 Shrubs, Myrcia Cerifera (Southern Wax | | | Myrtle) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -7 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 18005 |( 3 ) 14001 |NEWELL & BUSH, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 660C160 155.000 EACH| 250.00000 38750.00| 45.00000 6975.00| 45.00000 6975.00 Shrubs,Callicarpa americana | | | (Beautyberry) | | | 0810 665F000 200.000 EACH| 22.00000 4400.00| 5.00000 1000.00| 10.00000 2000.00 Hay Bales | | | 0820 665J000 6650.000 LF | 7.50000 49875.00| 2.75000 18287.50| 6.00000 39900.00 Silt Fence, Type A | | | 0830 665L000 400.000 LF | 5.50000 2200.00| 12.00000 4800.00| 15.00000 6000.00 Floating Basin Boom | | | 0840 666A001 40.000 ACRE| 1.00000 40.00| 25.00000 1000.00| 0.01000 0.40 Pest Control Treatment | | | 0850 680A000 LUMP| 15000.00000 15000.00| 67000.00000 67000.00| 66000.00000 66000.00 Engineering Controls | | | 0860 701A028 4.000 MILE| 950.00000 3800.00| 1353.00000 5412.00| 900.00000 3600.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0870 701A041 4.000 MILE| 675.00000 2700.00| 1353.00000 5412.00| 925.00000 3700.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0880 701A048 4.000 MILE| 950.00000 3800.00| 860.00000 3440.00| 600.00000 2400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0890 701B009 1600.000 LF | 0.50000 800.00| 0.72000 1152.00| 0.76000 1216.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0900 701C000 3.000 MILE| 275.00000 825.00| 300.00000 900.00| 250.00000 750.00 Broken Temporary Traffic Stripe | | | 0910 701C001 8.000 MILE| 310.00000 2480.00| 320.00000 2560.00| 275.00000 2200.00 Solid Temporary Traffic Stripe | | | 0920 701C006 1.000 MILE| 13000.00000 13000.00| 6000.00000 6000.00| 3000.00000 3000.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0930 701D007 1.000 MILE| 900.00000 900.00| 1500.00000 1500.00| 1000.00000 1000.00 Solid Traffic Stripe Removed (Paint) | | | 0940 701D009 1.000 MILE| 900.00000 900.00| 800.00000 800.00| 800.00000 800.00 Solid Traffic Stripe Removed (Tape) | | | 0950 701G121 1380.000 LF | 3.75000 5175.00| 1.20000 1656.00| 1.85000 2553.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -8 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 18005 |( 3 ) 14001 |NEWELL & BUSH, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 701G125 1380.000 LF | 4.60000 6348.00| 2.85000 3933.00| 3.80000 5244.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0970 701G133 1380.000 LF | 4.60000 6348.00| 2.96000 4084.80| 3.81000 5257.80 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0980 701H006 1000.000 LF | 1.05000 1050.00| 0.25000 250.00| 0.50000 500.00 Broken Traffic Stripe Removed (Plastic) | | | 0990 703A002 690.000 SQFT| 10.00000 6900.00| 1.80000 1242.00| 2.75000 1897.50 Traffic Control Markings, Class 2, Type | | | A | | | 1000 705A031 567.000 EACH| 4.00000 2268.00| 4.50000 2551.50| 4.50000 2551.50 Pavement Markers, Class A-H, Type 1-A | | | 1010 705A032 113.000 EACH| 4.00000 452.00| 4.50000 508.50| 4.50000 508.50 Pavement Markers, Class A-H, Type 1-B | | | 1020 705A037 1004.000 EACH| 5.00000 5020.00| 4.70000 4718.80| 4.50000 4518.00 Pavement Markers, Class A-H, Type 2-D | | | 1030 705A038 60.000 EACH| 5.00000 300.00| 4.70000 282.00| 4.50000 270.00 Pavement Markers, Class A-H, Type 2-E | | | 1040 726A008 7000.000 LF | 28.00000 196000.00| 26.50000 185500.00| 26.50000 185500.00 Portable Concrete Safety Barriers, Type | | | 6 (Modified) | | | 1050 740B000 577.000 SQFT| 12.00000 6924.00| 15.00000 8655.00| 6.75000 3894.75 Construction Signs | | | 1060 740D000 250.000 EACH| 65.00000 16250.00| 50.00000 12500.00| 85.00000 21250.00 Channelizing Drums | | | 1070 740F002 2.000 EACH| 450.00000 900.00| 250.00000 500.00| 300.00000 600.00 Barricades, Type III | | | 1080 740I005 2.000 EACH| 300.00000 600.00| 750.00000 1500.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | 1090 740L006 75.000 EACH| 25.00000 1875.00| 75.00000 5625.00| 65.00000 4875.00 Vertical Panel Type II, Double-Sided | | | 1100 740Q000 500.000 LF | 6.00000 3000.00| 2.00000 1000.00| 2.00000 1000.00 Construction Safety Fence | | | 1110 741C010 2.000 EACH| 1500.00000 3000.00| 5500.00000 11000.00| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1120 742A002 2.000 EACH| 2000.00000 4000.00| 22000.00000 44000.00| 17000.00000 34000.00 Portable Changeable Message Sign, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -9 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 18005 |( 3 ) 14001 |NEWELL & BUSH, INC. |GRADY RALLS & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,100,052.27| $ 6,335,565.05| $ 6,508,146.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,100,052.27| $ 6,335,565.05| $ 6,508,146.32 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -10 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( ) |( ) |S. A. GRAHAM 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| 78500.00000 78500.00| | Clearing & Grubbing (Approximately 40 | | | Acres) | | | 0020 206A000 LUMP| 75000.00000 75000.00| | Removal Of Old Bridge, Station 149+05.7 | | | 0030 206A001 LUMP| 75000.00000 75000.00| | Removal Of Old Bridge, Station 159+44.5 | | | 0040 206A002 LUMP| 75000.00000 75000.00| | Removal Of Old Bridge, Station 174+46.7 | | | 0050 206C003 1000.000 SQYD| 1.57000 1570.00| | Removing Concrete Flumes | | | 0060 206C016 1407.000 SQYD| 2.25000 3165.75| | Removing Concrete Slope Paving (Under | | | Bridges) | | | 0070 206D000 140.000 LF | 3.60000 504.00| | Removing Pipe | | | 0080 206E000 3.000 EACH| 64.60000 193.80| | Removing Headwalls | | | 0090 206E002 1.000 EACH| 180.00000 180.00| | Removing Junction Boxes | | | 0100 210A000 109367.000 CUYD| 2.60000 284354.20| | Unclassified Excavation | | | 0110 210D000 85038.000 CUYD| 3.40000 289129.20| | Borrow Excavation | | | 0120 214A000 394.000 CUYD| 2.95000 1162.30| | Structure Excavation | | | 0130 214B001 58.000 CUYD| 24.00000 1392.00| | Foundation Backfill, Commercial | | | 0140 230A000 154.000 RBST| 198.00000 30492.00| | Roadbed Processing | | | 0150 301A012 25613.000 SQYD| 8.70000 222833.10| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 23739.000 SQYD| 0.41000 9732.99| | Bituminous Treatment A | | | 0170 401A006 3610.000 SQYD| 1.91000 6895.10| | Bituminous Treatment G | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -11 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( ) |( ) |S. A. GRAHAM COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 405A000 6038.000 GAL | 1.97000 11894.86| | Tack Coat | | | 0190 410C000 1.000 EACH| 310.46000 310.46| | Contractor Retained Profilograph | | | 0200 420A011 2135.000 TON | 55.88000 119303.80| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0210 424A361 4451.000 TON | 35.00000 155785.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424A367 1000.000 TON | 38.50000 38500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B651 5581.000 TON | 32.30000 180266.30| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424B681 5588.000 TON | 32.50000 181610.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 424B689 7652.000 TON | 29.00000 221908.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424C361 5075.000 TON | 31.67000 160725.25| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424C365 100.000 TON | 58.30000 5830.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 428C000 29960.000 LF | 0.05000 1498.00| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0290 450B000 694.000 SQYD| 60.00000 41640.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -12 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( ) |( ) |S. A. GRAHAM COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 502A000 280800.000 LB | 0.40000 112320.00| | Steel Reinforcement | | | 0310 502B000 LUMP| 35000.00000 35000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 148+50, Approx. | | | 162200 lbs. | | | 0320 502B001 LUMP| 35000.00000 35000.00| | Steel Reinforcement For Bridge | | | Superstructure Station 159+50, Approx. | | | 88726 pounds | | | 0330 502B002 LUMP| 35000.00000 35000.00| | Steel Reinforcement For Bridge | | | Superstructure Station 174+45, Approx. | | | 88726 pounds | | | 0340 505A002 6.000 EACH| 12000.00000 72000.00| | Steel Test Piles (HP 12x53) | | | 0350 505B057 6.000 EACH| 2000.00000 12000.00| | Static Loading Tests (HP 12x53) | | | 0360 505B087 6.000 EACH| 2000.00000 12000.00| | Dynamic Loading Tests (HP 12x53) | | | 0370 505I000 4900.000 SQFT| 10.00000 49000.00| | Temporary Steel Sheet Piling | | | 0380 505M002 10404.000 LF | 16.00000 166464.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0390 506A001 560.000 LF | 326.00000 182560.00| | Drilled Shaft Excavation, 6'-0" Diamete | | | 0400 506C026 560.000 LF | 110.00000 61600.00| | Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS2 Concrete | | | 0410 506F002 240.000 LF | 200.00000 48000.00| | Permanent Drilled Shaft Casing, 6'-0" | | | Diameter | | | 0420 506G006 8.000 EACH| 4000.00000 32000.00| | Crosshole Sonic Logging, 6'-0" Diameter | | | 0430 508A000 42340.000 LB | 2.00000 84680.00| | Structural Steel | | | 0440 510A000 725.000 CUYD| 375.00000 271875.00| | Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -13 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( ) |( ) |S. A. GRAHAM COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 510C001 LUMP| 300000.00000 300000.00| | Bridge Concrete Superstructure Sta. | | | 148+50, Approx. 763 cu. yd. | | | 0460 510C002 LUMP| 520000.00000 520000.00| | Bridge Concrete Superstructure Station | | | 159+50, Approx. 350 cubic yards | | | 0470 510C003 LUMP| 520000.00000 520000.00| | Bridge Concrete Superstructure Station | | | 174+45, Approx. 350 cubic yards | | | 0480 510E000 5170.000 SQYD| 3.20000 16544.00| | Grooving Concrete Bridge Decks | | | 0490 511A001 242.000 EACH| 72.00000 17424.00| | Elastomeric Bearings, Type 2 | | | 0500 513B003 1936.000 LF | 50.00000 96800.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0510 513B004 1936.000 LF | 50.00000 96800.00| | Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0520 513B019 3587.000 LF | 100.00000 358700.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0530 530A008 100.000 LF | 100.75000 10075.00| | 60" Roadway Pipe (Class 3 R.C.) | | | 0540 530A107 80.000 LF | 84.35000 6748.00| | 54" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0550 600A000 LUMP| 323500.00000 323500.00| | Mobilization | | | 0560 602A000 12.000 EACH| 85.00000 1020.00| | Right Of Way Markers | | | 0570 603A002 1.000 EACH| 7500.00000 7500.00| | Furnishing Type 3 Field Office | | | 0580 610C001 20943.000 TON | 22.75000 476453.25| | Loose Riprap, Class 2 | | | 0590 610D000 16502.000 SQYD| 1.16000 19142.32| | Filter Blanket | | | 0600 619A058 2.000 EACH| 1850.00000 3700.00| | 54" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -14 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( ) |( ) |S. A. GRAHAM COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 619A059 1.000 EACH| 2550.00000 2550.00| | 60" Roadway Pipe End Treatment, Class 2 | | | 0620 620A000 1.000 CUYD| 750.00000 750.00| | Minor Structure Concrete | | | 0630 621A004 2.000 EACH| 12500.00000 25000.00| | Junction Boxes, Type 4 | | | 0640 621B004 1.000 EACH| 750.00000 750.00| | Junction Box Units, Type 4 | | | 0650 630A001 2191.000 LF | 11.33000 24824.03| | Steel Beam Guardrail, Class A, Type 2 | | | 0660 630C003 12.000 EACH| 927.00000 11124.00| | Guardrail End Anchor, Type 13 | | | 0670 630C050 2.000 EACH| 1520.00000 3040.00| | Guardrail End Anchor, Type 20 Series | | | 0680 630C070 12.000 EACH| 1315.00000 15780.00| | Guardrail End Anchor, Type 10 Series | | | 0690 650B000 7541.000 CUYD| 3.10000 23377.10| | Topsoil From Stockpiles | | | 0700 652A057 24.000 ACRE| 450.00000 10800.00| | Seeding (Mix 3A) | | | 0710 652A061 1.000 ACRE| 510.00000 510.00| | Seeding (Mix 3E) | | | 0720 652B055 8.000 ACRE| 415.00000 3320.00| | Temporary Seeding (Mix 3AT) | | | 0730 652D057 8.000 ACRE| 415.00000 3320.00| | Seeding In Stubble (Mix 3A) | | | 0740 654A001 1820.000 SQYD| 3.75000 6825.00| | Solid Sodding (Bermuda) | | | 0750 656A000 32.000 ACRE| 415.00000 13280.00| | Mulching, Class A, Type 1 | | | 0760 656A001 1.000 ACRE| 525.00000 525.00| | Mulching, Class A, Type 2 | | | 0770 659A000 1820.000 SQYD| 2.00000 3640.00| | Erosion Control Netting, Class A | | | 0780 659A001 1900.000 SQYD| 3.00000 5700.00| | Erosion Control Netting, Class B | | | 0790 660C081 155.000 EACH| 40.00000 6200.00| | Shrubs, Myrcia Cerifera (Southern Wax | | | Myrtle) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -15 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( ) |( ) |S. A. GRAHAM COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 660C160 155.000 EACH| 40.00000 6200.00| | Shrubs,Callicarpa americana | | | (Beautyberry) | | | 0810 665F000 200.000 EACH| 5.00000 1000.00| | Hay Bales | | | 0820 665J000 6650.000 LF | 5.00000 33250.00| | Silt Fence, Type A | | | 0830 665L000 400.000 LF | 30.00000 12000.00| | Floating Basin Boom | | | 0840 666A001 40.000 ACRE| 10.00000 400.00| | Pest Control Treatment | | | 0850 680A000 LUMP| 37500.00000 37500.00| | Engineering Controls | | | 0860 701A028 4.000 MILE| 1353.00000 5412.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0870 701A041 4.000 MILE| 1353.00000 5412.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0880 701A048 4.000 MILE| 860.00000 3440.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0890 701B009 1600.000 LF | 0.72000 1152.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0900 701C000 3.000 MILE| 300.00000 900.00| | Broken Temporary Traffic Stripe | | | 0910 701C001 8.000 MILE| 320.00000 2560.00| | Solid Temporary Traffic Stripe | | | 0920 701C006 1.000 MILE| 6000.00000 6000.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0930 701D007 1.000 MILE| 1500.00000 1500.00| | Solid Traffic Stripe Removed (Paint) | | | 0940 701D009 1.000 MILE| 800.00000 800.00| | Solid Traffic Stripe Removed (Tape) | | | 0950 701G121 1380.000 LF | 1.20000 1656.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -16 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( ) |( ) |S. A. GRAHAM COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 701G125 1380.000 LF | 2.85000 3933.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0970 701G133 1380.000 LF | 2.96000 4084.80| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0980 701H006 1000.000 LF | 0.25000 250.00| | Broken Traffic Stripe Removed (Plastic) | | | 0990 703A002 690.000 SQFT| 1.80000 1242.00| | Traffic Control Markings, Class 2, Type | | | A | | | 1000 705A031 567.000 EACH| 4.50000 2551.50| | Pavement Markers, Class A-H, Type 1-A | | | 1010 705A032 113.000 EACH| 4.50000 508.50| | Pavement Markers, Class A-H, Type 1-B | | | 1020 705A037 1004.000 EACH| 4.70000 4718.80| | Pavement Markers, Class A-H, Type 2-D | | | 1030 705A038 60.000 EACH| 4.70000 282.00| | Pavement Markers, Class A-H, Type 2-E | | | 1040 726A008 7000.000 LF | 26.50000 185500.00| | Portable Concrete Safety Barriers, Type | | | 6 (Modified) | | | 1050 740B000 577.000 SQFT| 12.25000 7068.25| | Construction Signs | | | 1060 740D000 250.000 EACH| 55.00000 13750.00| | Channelizing Drums | | | 1070 740F002 2.000 EACH| 165.00000 330.00| | Barricades, Type III | | | 1080 740I005 2.000 EACH| 350.00000 700.00| | Warning Lights, Type B (Detachable Head | | | 1090 740L006 75.000 EACH| 55.00000 4125.00| | Vertical Panel Type II, Double-Sided | | | 1100 740Q000 500.000 LF | 5.00000 2500.00| | Construction Safety Fence | | | 1110 741C010 2.000 EACH| 1000.00000 2000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1120 742A002 2.000 EACH| 6000.00000 12000.00| | Portable Changeable Message Sign, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 033 -17 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020628033 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 07001 |( ) |( ) |S. A. GRAHAM COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1130 999 000 2250.000 HOUR| 0.80000 1800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,786,122.66| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,786,122.66| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20020628034 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0700(203) for constructing the Bridge Replacements (3)(Bridge Culverts) at various locations as indicated on the plans. Length - 0.299 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23072 WOODLANDS SPECIALISTS, INC. $ 473,596.16 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 497,904.45 105.1327% 3 12019 LEVERETT CONSTRUCTION COMPANY $ 530,760.03 112.0702% 4 02032 BULLARD EXCAVATING, INC. $ 542,137.13 114.4725% 5 04009 W. W. DYAR & SONS, INC. $ 577,420.48 121.9225% 6 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 612,496.80 129.3289% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020628034 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 23072 |( 2 ) 08017 |( 3 ) 12019 |WOODLANDS SPECIALISTS, INC. |H & L CONSTRUCTION, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 3500.00000 3500.00| 15000.00000 15000.00| 24500.00000 24500.00 Clearing & Grubbing (Approximately 4 | | | ACRES) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 2000.00000 2000.00 Removal Of Old Bridge, Station 4+76.68 | | | 0030 206A001 LUMP| 13500.00000 13500.00| 5000.00000 5000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 4+69.70 | | | 0040 206A002 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 3000.00000 3000.00 Removal Of Old Bridge, Station 2+39.60 | | | 0050 210A000 128.000 CUYD| 4.00000 512.00| 5.00000 640.00| 6.40000 819.20 Unclassified Excavation | | | 0060 210D001 5541.000 CUYD| 5.00000 27705.00| 6.00000 33246.00| 4.50000 24934.50 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 1405.000 CUYD| 4.50000 6322.50| 8.00000 11240.00| 6.00000 8430.00 Structure Excavation | | | 0080 214B000 473.000 CUYD| 23.00000 10879.00| 35.00000 16555.00| 30.00000 14190.00 Foundation Backfill, Local | | | 0090 230A000 19.000 RBST| 325.00000 6175.00| 175.00000 3325.00| 390.00000 7410.00 Roadbed Processing | | | 0100 301A042 5295.000 SQYD| 6.00000 31770.00| 2.85000 15090.75| 3.14000 16626.30 Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0110 401A000 4160.000 SQYD| 0.55000 2288.00| 0.50000 2080.00| 0.50000 2080.00 Bituminous Treatment A | | | 0120 405A000 45.000 GAL | 5.50000 247.50| 5.00000 225.00| 5.00000 225.00 Tack Coat | | | 0130 429A200 212.000 TON | 57.00000 12084.00| 51.45000 10907.40| 51.45000 10907.40 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429B201 482.000 TON | 57.00000 27474.00| 51.45000 24798.90| 51.45000 24798.90 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0150 502A000 126300.000 LB | 0.45000 56835.00| 0.48000 60624.00| 0.60000 75780.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020628034 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 1 ) 23072 |( 2 ) 08017 |( 3 ) 12019 |WOODLANDS SPECIALISTS, INC. |H & L CONSTRUCTION, INC. |LEVERETT CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 524A011 711.000 CUYD| 235.00000 167085.00| 325.00000 231075.00| 350.00000 248850.00 Culvert Concrete (Cast In Place) | | | 0170 600A000 LUMP| 51000.00000 51000.00| 12500.00000 12500.00| 16000.00000 16000.00 Mobilization | | | 0180 610C001 746.000 TON | 22.50000 16785.00| 30.00000 22380.00| 31.55000 23536.30 Loose Riprap, Class 2 | | | 0190 610D003 647.000 SQYD| 1.28000 828.16| 2.20000 1423.40| 1.65000 1067.55 Filter Blanket, Geotextile | | | 0200 652A061 2.000 ACRE| 500.00000 1000.00| 485.00000 970.00| 485.00000 970.00 Seeding (Mix 3E) | | | 0210 656A000 2.000 ACRE| 500.00000 1000.00| 455.00000 910.00| 430.00000 860.00 Mulching, Class A, Type 1 | | | 0220 665F000 60.000 EACH| 5.00000 300.00| 6.00000 360.00| 5.00000 300.00 Hay Bales | | | 0230 665J000 1200.000 LF | 2.00000 2400.00| 4.50000 5400.00| 3.50000 4200.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 8000.00000 8000.00| 1500.00000 1500.00| 3000.00000 3000.00 Engineering Controls | | | 0250 701A004 1.000 MILE| 1250.00000 1250.00| 500.00000 500.00| 297.00000 297.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0260 701A012 1.000 MILE| 1250.00000 1250.00| 500.00000 500.00| 321.88000 321.88 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 740B000 582.000 SQFT| 10.00000 5820.00| 7.00000 4074.00| 8.00000 4656.00 Construction Signs | | | 0280 740F002 34.000 EACH| 209.00000 7106.00| 170.00000 5780.00| 150.00000 5100.00 Barricades, Type III | | | 0290 740I005 6.000 EACH| 80.00000 480.00| 300.00000 1800.00| 150.00000 900.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 473,596.16| $ 497,904.45| $ 530,760.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 473,596.16| $ 497,904.45| $ 530,760.03 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020628034 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 04009 |( 6 ) 14005 |BULLARD EXCAVATING, INC. |W. W. DYAR & SONS, INC. |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 7500.00000 7500.00| 20000.00000 20000.00| 4500.00000 4500.00 Clearing & Grubbing (Approximately 4 | | | ACRES) | | | 0020 206A000 LUMP| 7500.00000 7500.00| 9000.00000 9000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 4+76.68 | | | 0030 206A001 LUMP| 10000.00000 10000.00| 11000.00000 11000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 4+69.70 | | | 0040 206A002 LUMP| 7500.00000 7500.00| 9240.00000 9240.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 2+39.60 | | | 0050 210A000 128.000 CUYD| 10.00000 1280.00| 5.00000 640.00| 6.50000 832.00 Unclassified Excavation | | | 0060 210D001 5541.000 CUYD| 6.00000 33246.00| 7.00000 38787.00| 6.50000 36016.50 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 1405.000 CUYD| 8.50000 11942.50| 9.00000 12645.00| 10.00000 14050.00 Structure Excavation | | | 0080 214B000 473.000 CUYD| 7.00000 3311.00| 28.00000 13244.00| 30.00000 14190.00 Foundation Backfill, Local | | | 0090 230A000 19.000 RBST| 250.00000 4750.00| 1000.00000 19000.00| 350.00000 6650.00 Roadbed Processing | | | 0100 301A042 5295.000 SQYD| 3.50000 18532.50| 6.50000 34417.50| 7.50000 39712.50 Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0110 401A000 4160.000 SQYD| 0.50000 2080.00| 0.54000 2246.40| 0.50000 2080.00 Bituminous Treatment A | | | 0120 405A000 45.000 GAL | 5.00000 225.00| 5.40000 243.00| 5.00000 225.00 Tack Coat | | | 0130 429A200 212.000 TON | 47.28000 10023.36| 55.57000 11780.84| 51.45000 10907.40 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429B201 482.000 TON | 45.53000 21945.46| 55.57000 26784.74| 51.45000 24798.90 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0150 502A000 126300.000 LB | 0.50000 63150.00| 0.50000 63150.00| 0.50000 63150.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020628034 COUNTIES : BUTLER LETTING DATE : 06/28/02 10:00 AM DISTRICT : SET-ASIDE : ==================================================================================================================================== |( 4 ) 02032 |( 5 ) 04009 |( 6 ) 14005 |BULLARD EXCAVATING, INC. |W. W. DYAR & SONS, INC. |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 524A011 711.000 CUYD| 315.00000 223965.00| 290.00000 206190.00| 350.00000 248850.00 Culvert Concrete (Cast In Place) | | | 0170 600A000 LUMP| 56004.93000 56004.93| 38000.00000 38000.00| 35000.00000 35000.00 Mobilization | | | 0180 610C001 746.000 TON | 30.00000 22380.00| 28.00000 20888.00| 24.00000 17904.00 Loose Riprap, Class 2 | | | 0190 610D003 647.000 SQYD| 1.50000 970.50| 4.00000 2588.00| 1.50000 970.50 Filter Blanket, Geotextile | | | 0200 652A061 2.000 ACRE| 485.00000 970.00| 524.00000 1048.00| 485.00000 970.00 Seeding (Mix 3E) | | | 0210 656A000 2.000 ACRE| 430.00000 860.00| 524.00000 1048.00| 430.00000 860.00 Mulching, Class A, Type 1 | | | 0220 665F000 60.000 EACH| 15.00000 900.00| 5.40000 324.00| 5.00000 300.00 Hay Bales | | | 0230 665J000 1200.000 LF | 10.00000 12000.00| 3.78000 4536.00| 3.50000 4200.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 7500.00000 7500.00| 15000.00000 15000.00| 10000.00000 10000.00 Engineering Controls | | | 0250 701A004 1.000 MILE| 1422.00000 1422.00| 540.00000 540.00| 500.00000 500.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0260 701A012 1.000 MILE| 1446.88000 1446.88| 540.00000 540.00| 500.00000 500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0270 740B000 582.000 SQFT| 6.00000 3492.00| 10.00000 5820.00| 15.00000 8730.00 Construction Signs | | | 0280 740F002 34.000 EACH| 160.00000 5440.00| 230.00000 7820.00| 400.00000 13600.00 Barricades, Type III | | | 0290 740I005 6.000 EACH| 300.00000 1800.00| 150.00000 900.00| 500.00000 3000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 542,137.13| $ 577,420.48| $ 612,496.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 542,137.13| $ 577,420.48| $ 612,496.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 250 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACSTPAA-0800(202) for constructing the Grade, Drainage, Pavement and Bridges on the Extension of Golden Springs Road from McIntosh Road to I-20 in Anniston. Length 3.765 km SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30002 ELLARD CONTRACTING CO., INC. & ELLARD CONSTRUCTION, INC. $ 5,940,774.72 100.0000% 2 23068 WAITES CONSTRUCTION COMPANY, INC. $ 6,299,856.43 106.0444% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 7,073,262.04 119.0630% 4 18024 RACON, INC. $ 7,099,996.08 119.5130% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 01007 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |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 201A000M LUMP| 470000.00000 470000.00| 40000.00000 40000.00| 600000.00000 600000.00 Clearing & Grubbing (Approximately 20 | | | HECTARES) | | | 0020 205A001M 1.000 EACH| 1200.00000 1200.00| 1000.00000 1000.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 1 | | | 0030 209A002M 5.000 EACH| 165.00000 825.00| 200.00000 1000.00| 150.00000 750.00 Mailbox Reset, Multiple | | | 0040 210A000M 219228.000 M3 | 1.90000 416533.20| 1.96000 429686.88| 4.69000 1028179.32 Unclassified Excavation | | | 0050 210D000M 140243.000 M3 | 0.00000 0.00| 5.23000 733470.89| 2.00000 280486.00 Borrow Excavation | | | 0060 214A000M 825.000 M3 | 14.39000 11871.75| 8.50000 7012.50| 6.00000 4950.00 Structure Excavation | | | 0070 214B001M 392.000 M3 | 32.72000 12826.24| 23.55000 9231.60| 35.00000 13720.00 Foundation Backfill, Commercial | | | 0080 215A000M 72.000 M3 | 66.25000 4770.00| 22.00000 1584.00| 30.00000 2160.00 Unclassified Bridge Excavation | | | 0090 215B000M LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 5000.00000 5000.00 Cofferdams Or Sheeting And Shoring, STA | | | 48+20 | | | 0100 231B000M 6766.000 MTON| 17.64000 119352.24| 17.95000 121449.70| 18.64000 126118.24 Roadbed Stabilizing Material, ALDOT #41 | | | 0110 301A008M 38200.000 M2 | 4.50000 171900.00| 4.60000 175720.00| 5.72000 218504.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0120 301A016M 12411.000 M2 | 5.65000 70122.15| 5.70000 70742.70| 7.87000 97674.57 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 175 mm Compacted Thickness | | | 0130 401A000M 29300.000 M2 | 0.48000 14064.00| 0.52000 15236.00| 0.60000 17580.00 Bituminous Treatment A | | | 0140 401B100M 9120.000 M2 | 1.05000 9576.00| 1.10000 10032.00| 1.50000 13680.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0150 401B108M 12000.000 M2 | 1.20000 14400.00| 1.30000 15600.00| 1.37000 16440.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0160 405A000M 10352.000 L | 0.26000 2691.52| 0.28000 2898.56| 0.30000 3105.60 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 01007 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 408A051M 450.000 M2 | 8.40000 3780.00| 9.20000 4140.00| 14.38000 6471.00 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0180 408A052M 450.000 M2 | 8.40000 3780.00| 9.20000 4140.00| 14.38000 6471.00 Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0190 410B000M 1.000 EACH| 2110.00000 2110.00| 2210.00000 2210.00| 4711.00000 4711.00 State Furnished Profilograph | | | 0200 424A340M 2200.000 MTON| 43.00000 94600.00| 43.50000 95700.00| 44.09000 96998.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0210 424A341M 830.000 MTON| 38.00000 31540.00| 38.50000 31955.00| 42.25000 35067.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix,ESAL Range A/B | | | 0220 424A345M 50.000 MTON| 94.00000 4700.00| 96.00000 4800.00| 78.10000 3905.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0230 424A346M 50.000 MTON| 66.00000 3300.00| 68.00000 3400.00| 61.02000 3051.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate SIze Mix, ESAL Range A/B | | | 0240 424A348M 50.000 MTON| 64.00000 3200.00| 66.00000 3300.00| 61.02000 3051.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0250 424B636M 5300.000 MTON| 32.00000 169600.00| 32.50000 172250.00| 37.43000 198379.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0260 424B640M 50.000 MTON| 94.00000 4700.00| 98.00000 4900.00| 76.81000 3840.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0270 424C340M 3600.000 MTON| 30.70000 110520.00| 31.00000 111600.00| 37.94000 136584.00 Superpave Bituminous Concrete Base | | | Layer, 25.0mm Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 01007 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 430B005M 700.000 MTON| 16.54000 11578.00| 19.80000 13860.00| 20.00000 14000.00 Aggregate Surfacing (ALDOT #410) | | | 0290 450B000M 173.000 M2 | 75.00000 12975.00| 81.00000 14013.00| 75.00000 12975.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0300 502A000M 127867.000 KG | 1.10000 140653.70| 1.20000 153440.40| 1.10000 140653.70 Steel Reinforcement | | | 0310 502B000M LUMP| 75000.00000 75000.00| 64000.00000 64000.00| 75000.00000 75000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 48+20. APPROX. | | | 65220 KG | | | 0320 502B001M LUMP| 60000.00000 60000.00| 54000.00000 54000.00| 60000.00000 60000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 51+70, APPROX. | | | 52160 KG. | | | 0330 505M002M 861.000 M | 90.00000 77490.00| 66.00000 56826.00| 90.00000 77490.00 Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | 0340 506A006M 51.000 M | 975.00000 49725.00| 1000.00000 51000.00| 975.00000 49725.00 Drilled Shaft Excavation, 1680 mm | | | Diameter | | | 0350 506B006M 68.000 M | 4050.00000 275400.00| 4100.00000 278800.00| 4050.00000 275400.00 Special Drilled Shaft Excavation, 1680 | | | mm Diameter | | | 0360 506C045M 119.000 M | 145.00000 17255.00| 200.00000 23800.00| 145.00000 17255.00 Drilled Shaft Construction, 1680 mm | | | Diameter, Class DS1 Concrete | | | 0370 506D000M 36.000 M | 615.00000 22140.00| 650.00000 23400.00| 615.00000 22140.00 Exploration Below Drilled Shaft | | | 0380 506F009M 119.000 M | 775.00000 92225.00| 858.00000 102102.00| 775.00000 92225.00 Permanent Drilled Shaft Casing, 1680 mm | | | Diameter | | | 0390 506G005M 12.000 EACH| 2150.00000 25800.00| 3000.00000 36000.00| 2150.00000 25800.00 Crosshole Sonic Logging 1680 mm Diamete | | | 0400 508A000M 8352.000 KG | 4.50000 37584.00| 3.30000 27561.60| 4.50000 37584.00 Structural Steel | | | 0410 510A000M 354.000 M3 | 300.00000 106200.00| 512.00000 181248.00| 300.00000 106200.00 Bridge Substructure Concrete, Class A | | | 0420 510C051M LUMP| 275000.00000 275000.00| 252000.00000 252000.00| 275000.00000 275000.00 Bridge Concrete Superstructure, STA. | | | 48+20, APPROX. 508 CUBIC METERS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 01007 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 510C052M LUMP| 200000.00000 200000.00| 213000.00000 213000.00| 200000.00000 200000.00 Bridge Concrete Superstructure, STA. | | | 51+70, APPROX. 406 CUBIC METERS | | | 0440 510E000M 2904.000 M2 | 2.25000 6534.00| 3.00000 8712.00| 2.25000 6534.00 Grooving Concrete Bridge Decks | | | 0450 511A001M 108.000 EACH| 200.00000 21600.00| 300.00000 32400.00| 200.00000 21600.00 Elastomeric Bearings, Type 2 | | | 0460 513B015M 1605.000 M | 460.00000 738300.00| 312.00000 500760.00| 460.00000 738300.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1370 (Specialty Item) | | | 0470 524A011M 324.000 M3 | 442.36000 143324.64| 370.00000 119880.00| 585.00000 189540.00 Culvert Concrete (Cast In Place) | | | 0480 530A001M 39.000 M | 64.00000 2496.00| 53.30000 2078.70| 65.00000 2535.00 450 mm Roadway Pipe (Class 3 R.C.) | | | 0490 530A002M 21.000 M | 88.71000 1862.91| 77.00000 1617.00| 93.00000 1953.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0500 530A004M 66.000 M | 151.24000 9981.84| 135.00000 8910.00| 172.00000 11352.00 900 mm Roadway Pipe (Class 3 R.C.) | | | 0510 530B002M 20.000 M | 122.10000 2442.00| 120.00000 2400.00| 128.00000 2560.00 725 mm Span X 460 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0520 530B003M 15.000 M | 166.60000 2499.00| 178.00000 2670.00| 184.00000 2760.00 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0530 530B057M 23.000 M | 213.59000 4912.57| 160.00000 3680.00| 263.00000 6049.00 1620mm Span x 1100mm Rise Roadway | | | Pipe(2.0mm Wall Thickness C.C.S.P.I.) | | | 0540 535A001M 137.000 M | 60.63000 8306.31| 41.50000 5685.50| 59.00000 8083.00 450 mm Side Drain Pipe | | | 0550 535A002M 10.000 M | 79.20000 792.00| 56.00000 560.00| 76.00000 760.00 600 mm Side Drain Pipe | | | 0560 535A005M 27.000 M | 153.28000 4138.56| 118.00000 3186.00| 138.00000 3726.00 1050 mm Side Drain Pipe | | | 0570 535B069M 25.000 M | 132.84000 3321.00| 110.00000 2750.00| 128.00000 3200.00 725 mm Span, 460 mm Rise Side Drain | | | Pipe (Class 2 R.C.) | | | 0580 535B072M 24.000 M | 296.58000 7117.92| 280.00000 6720.00| 306.00000 7344.00 1300 mm Span, 795 mm Rise Side Drain | | | Pipe (Class 2 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 01007 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 535B094M 28.000 M | 351.57000 9843.96| 340.00000 9520.00| 365.00000 10220.00 1485mm Span,915mm Rise Sidedrain | | | Pipe(Class 3 R.C.) | | | 0600 600A000M LUMP| 522271.00000 522271.00| 550000.00000 550000.00| 144475.00000 144475.00 Mobilization | | | 0610 601A000M 1.000 EACH| 16500.00000 16500.00| 7000.00000 7000.00| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0620 602A000M 66.000 EACH| 150.00000 9900.00| 100.00000 6600.00| 135.00000 8910.00 Right Of Way Markers | | | 0630 603D000M 1.000 EACH| 19850.00000 19850.00| 8000.00000 8000.00| 15000.00000 15000.00 State Furnished Field Office | | | 0640 606A000M 100.000 M | 31.16000 3116.00| 10.00000 1000.00| 20.00000 2000.00 150 mm Underdrain Pipe | | | 0650 610C001M 14215.000 MTON| 22.05000 313440.75| 22.05000 313440.75| 28.00000 398020.00 Loose Riprap, Class 2 | | | 0660 610D000M 18600.000 M2 | 2.39000 44454.00| 2.22000 41292.00| 2.50000 46500.00 Filter Blanket | | | 0670 614A000M 682.000 M3 | 175.00000 119350.00| 290.00000 197780.00| 286.00000 195052.00 Slope Paving | | | 0680 619A002M 2.000 EACH| 450.00000 900.00| 675.00000 1350.00| 650.00000 1300.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0690 619A003M 2.000 EACH| 500.00000 1000.00| 800.00000 1600.00| 740.00000 1480.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0700 619A055M 4.000 EACH| 600.00000 2400.00| 1800.00000 7200.00| 2300.00000 9200.00 900 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0710 619A101M 4.000 EACH| 450.00000 1800.00| 800.00000 3200.00| 800.00000 3200.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0720 619A102M 2.000 EACH| 500.00000 1000.00| 950.00000 1900.00| 950.00000 1900.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0730 619A130M 2.000 EACH| 700.00000 1400.00| 2100.00000 4200.00| 3050.00000 6100.00 1050 mm Side Drain Pipe End Treatment, | | | Class 2 | | | 0740 619B017M 2.000 EACH| 1000.00000 2000.00| 900.00000 1800.00| 900.00000 1800.00 725 mm Span, 460 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -7 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 01007 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 619B068M 2.000 EACH| 1100.00000 2200.00| 1700.00000 3400.00| 1950.00000 3900.00 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0760 619B117M 2.000 EACH| 1000.00000 2000.00| 1100.00000 2200.00| 1100.00000 2200.00 725 mm Span X 460 mm Rise Side Drain | | | Pipe End Treatment, Class 1 | | | 0770 619B145M 2.000 EACH| 1200.00000 2400.00| 3000.00000 6000.00| 3400.00000 6800.00 1300 mm Span X 795 mm Rise Side Drain | | | Pipe End Treatment, Class 2 | | | 0780 619B146M 2.000 EACH| 1500.00000 3000.00| 3500.00000 7000.00| 4000.00000 8000.00 1485 mm Span X 915 mm Rise Side Drain | | | Pipe End Treatment, Class 2 | | | 0790 630A001M 867.000 M | 32.00000 27744.00| 33.00000 28611.00| 32.00000 27744.00 Steel Beam Guardrail, Class A, Type 2 | | | 0800 630C003M 8.000 EACH| 975.00000 7800.00| 1000.00000 8000.00| 975.00000 7800.00 Guardrail End Anchor, Type 13 | | | 0810 630C070M 4.000 EACH| 1285.00000 5140.00| 1400.00000 5600.00| 1285.00000 5140.00 Guardrail End Anchor, Type 10 Series | | | 0820 649A029M 44.000 M | 461.45000 20303.80| 350.00000 15400.00| 165.00000 7260.00 914.4 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 0830 649A046M 88.000 M | 216.75000 19074.00| 270.00000 23760.00| 76.00000 6688.00 508 Millimeter Encasement Pipe, Type 1 | | | Installation | | | 0840 650B000M 27044.000 M3 | 2.03000 54899.32| 2.90000 78427.60| 7.00000 189308.00 Topsoil From Stockpiles | | | 0850 651B000M 72.000 MTON| 33.00000 2376.00| 33.50000 2412.00| 33.00000 2376.00 Agricultural Limestone | | | 0860 651C000M 36.000 MTON| 198.00000 7128.00| 205.00000 7380.00| 198.00000 7128.00 8-8-8 Commercial Fertilizer | | | 0870 652A050M 10.000 HA | 1359.00000 13590.00| 1390.00000 13900.00| 1359.00000 13590.00 Seeding (Mix 1A) | | | 0880 652A053M 10.000 HA | 1483.00000 14830.00| 1510.00000 15100.00| 1483.00000 14830.00 Seeding (Mix 1E) | | | 0890 652B050M 5.000 HA | 988.00000 4940.00| 1050.00000 5250.00| 988.00000 4940.00 Temporary Seeding (Mix 1AT) | | | 0900 652C000M 10.000 HA | 124.00000 1240.00| 155.00000 1550.00| 124.00000 1240.00 Mowing | | | 0910 652D050M 5.000 HA | 1483.00000 7415.00| 1580.00000 7900.00| 1483.00000 7415.00 Seeding In Stubble (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -8 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 01007 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 654A001M 3158.000 M2 | 3.60000 11368.80| 4.10000 12947.80| 3.60000 11368.80 Solid Sodding (Bermuda) | | | 0930 656A000M 10.000 HA | 803.00000 8030.00| 850.00000 8500.00| 803.00000 8030.00 Mulching, Class A, Type 1 | | | 0940 656A001M 10.000 HA | 988.00000 9880.00| 1050.00000 10500.00| 988.00000 9880.00 Mulching, Class A, Type 2 | | | 0950 659A002M 14637.000 M2 | 5.40000 79039.80| 5.65000 82699.05| 5.40000 79039.80 Erosion Control Netting, Class C1 | | | 0960 665A000M 10.000 HA | 927.00000 9270.00| 1050.00000 10500.00| 927.00000 9270.00 Temporary Seeding | | | 0970 665B000M 10.000 HA | 803.00000 8030.00| 1050.00000 10500.00| 803.00000 8030.00 Temporary Mulching | | | 0980 665F000M 593.000 EACH| 7.00000 4151.00| 9.00000 5337.00| 5.00000 2965.00 Hay Bales | | | 0990 665G000M 200.000 EACH| 6.50000 1300.00| 5.00000 1000.00| 3.00000 600.00 Sand Bags | | | 1000 665H000M 41.000 EACH| 750.00000 30750.00| 150.00000 6150.00| 500.00000 20500.00 Erosion Control Check Dams, Type 1 | | | 1010 665I000M 250.000 MTON| 22.08000 5520.00| 27.00000 6750.00| 28.00000 7000.00 Temporary Riprap, Class 2 | | | 1020 665J000M 7830.000 M | 11.50000 90045.00| 9.84000 77047.20| 7.00000 54810.00 Silt Fence, Type A | | | 1030 665K000M 674.000 M3 | 6.54000 4407.96| 32.70000 22039.80| 13.00000 8762.00 Drainage Sump Excavation | | | 1040 665L000M 124.000 M | 65.00000 8060.00| 50.00000 6200.00| 60.00000 7440.00 Floating Basin Boom | | | 1050 680A000M LUMP| 94000.00000 94000.00| 185000.00000 185000.00| 120748.00000 120748.00 Engineering Controls | | | 1060 701A028M 14.000 KM | 750.00000 10500.00| 785.00000 10990.00| 733.00000 10262.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1070 701A037M 13.000 KM | 870.00000 11310.00| 976.00000 12688.00| 926.00000 12038.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1080 701A038M 5.000 KM | 465.00000 2325.00| 600.00000 3000.00| 553.00000 2765.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1090 701A041M 3.000 KM | 465.00000 1395.00| 600.00000 1800.00| 553.00000 1659.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -9 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 01007 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 701B009M 679.000 M | 0.60000 407.40| 3.00000 2037.00| 2.29000 1554.91 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 1110 701C003M 2.000 KM | 320.00000 640.00| 265.00000 530.00| 211.00000 422.00 Solid Temporary Traffic Stripe (Paint) | | | 1120 701D007M 2.000 KM | 650.00000 1300.00| 290.00000 580.00| 236.00000 472.00 Solid Traffic Stripe Removed (Paint) | | | 1130 701D014M 1.000 KM | 450.00000 450.00| 950.00000 950.00| 870.00000 870.00 Broken Traffic Stripe Removed (Paint) | | | 1140 701G125M 540.000 M | 10.50000 5670.00| 10.40000 5616.00| 9.43000 5092.20 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1150 701G133M 540.000 M | 10.50000 5670.00| 10.40000 5616.00| 9.88000 5335.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1160 701H000M 500.000 M | 10.00000 5000.00| 4.20000 2100.00| 3.20000 1600.00 Solid Traffic Stripe Removed (Paint) | | | 1170 703A002M 672.000 M2 | 16.00000 10752.00| 21.00000 14112.00| 20.00000 13440.00 Traffic Control Markings, Class 2, Type | | | A | | | 1180 703B002M 29.000 M2 | 16.00000 464.00| 35.00000 1015.00| 30.00000 870.00 Traffic Control Legends, Class 2, Type | | | 1190 705A030M 47.000 EACH| 4.50000 211.50| 6.00000 282.00| 4.90000 230.30 Pavement Markers, Class A-H, Type 2-C | | | 1200 705A031M 136.000 EACH| 4.50000 612.00| 5.75000 782.00| 4.70000 639.20 Pavement Markers, Class A-H, Type 1-A | | | 1210 705A032M 400.000 EACH| 4.50000 1800.00| 5.50000 2200.00| 4.70000 1880.00 Pavement Markers, Class A-H, Type 1-B | | | 1220 705A037M 1168.000 EACH| 4.50000 5256.00| 5.40000 6307.20| 4.90000 5723.20 Pavement Markers, Class A-H, Type 2-D | | | 1230 705A038M 500.000 EACH| 4.50000 2250.00| 5.60000 2800.00| 4.90000 2450.00 Pavement Markers, Class A-H, Type 2-E | | | 1240 710A115M 8.000 M2 | 150.00000 1200.00| 200.00000 1600.00| 350.00000 2800.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 1250 710B001M 39.000 M | 16.00000 624.00| 16.00000 624.00| 31.00000 1209.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -10 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 30002 |( 2 ) 23068 |( 3 ) 01007 |ELLARD CONTR. & ELLARD CONS |WAITES CONSTRUCTION COMPANY |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 713A000M 8.000 M | 300.00000 2400.00| 236.00000 1888.00| 300.00000 2400.00 Permanent Barricades | | | 1270 726A000M 70.000 M | 38.50000 2695.00| 161.00000 11270.00| 100.00000 7000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1280 740B000M 95.000 M2 | 79.28000 7531.60| 95.00000 9025.00| 105.00000 9975.00 Construction Signs | | | 1290 740D000M 115.000 EACH| 63.16000 7263.40| 75.00000 8625.00| 75.00000 8625.00 Channelizing Drums | | | 1300 740E000M 30.000 EACH| 9.47000 284.10| 13.00000 390.00| 15.00000 450.00 Cones (900 mm High) | | | 1310 740F002M 47.000 EACH| 178.94000 8410.18| 175.00000 8225.00| 310.00000 14570.00 Barricades, Type III | | | 1320 740I005M 15.000 EACH| 526.30000 7894.50| 600.00000 9000.00| 735.00000 11025.00 Warning Lights, Type B (Detachable Head | | | 1330 740M001M 30.000 EACH| 5.86000 175.80| 7.00000 210.00| 7.50000 225.00 Ballast For Cone | | | 1340 740Q000M 100.000 M | 6.56000 656.00| 2.30000 230.00| 3.00000 300.00 Construction Safety Fence | | | 1350 741C010M 3.000 EACH| 3684.10000 11052.30| 6000.00000 18000.00| 5000.00000 15000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1360 999 000M 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,940,774.72| $ 6,299,856.43| $ 7,073,262.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,940,774.72| $ 6,299,856.43| $ 7,073,262.04 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -11 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 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 201A000M LUMP| 550000.00000 550000.00| | Clearing & Grubbing (Approximately 20 | | | HECTARES) | | | 0020 205A001M 1.000 EACH| 2500.00000 2500.00| | Removal Of Structures, Structure No. 1 | | | 0030 209A002M 5.000 EACH| 300.00000 1500.00| | Mailbox Reset, Multiple | | | 0040 210A000M 219228.000 M3 | 2.75000 602877.00| | Unclassified Excavation | | | 0050 210D000M 140243.000 M3 | 1.00000 140243.00| | Borrow Excavation | | | 0060 214A000M 825.000 M3 | 6.72000 5544.00| | Structure Excavation | | | 0070 214B001M 392.000 M3 | 27.40000 10740.80| | Foundation Backfill, Commercial | | | 0080 215A000M 72.000 M3 | 22.00000 1584.00| | Unclassified Bridge Excavation | | | 0090 215B000M LUMP| 1.10000 1.10| | Cofferdams Or Sheeting And Shoring, STA | | | 48+20 | | | 0100 231B000M 6766.000 MTON| 20.50000 138703.00| | Roadbed Stabilizing Material, ALDOT #41 | | | 0110 301A008M 38200.000 M2 | 6.29000 240278.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0120 301A016M 12411.000 M2 | 8.66000 107479.26| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 175 mm Compacted Thickness | | | 0130 401A000M 29300.000 M2 | 0.66000 19338.00| | Bituminous Treatment A | | | 0140 401B100M 9120.000 M2 | 1.65000 15048.00| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0150 401B108M 12000.000 M2 | 1.51000 18120.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0160 405A000M 10352.000 L | 0.33000 3416.16| | Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -12 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 408A051M 450.000 M2 | 15.82000 7119.00| | Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0180 408A052M 450.000 M2 | 15.82000 7119.00| | Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0190 410B000M 1.000 EACH| 5182.10000 5182.10| | State Furnished Profilograph | | | 0200 424A340M 2200.000 MTON| 48.50000 106700.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0210 424A341M 830.000 MTON| 46.48000 38578.40| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix,ESAL Range A/B | | | 0220 424A345M 50.000 MTON| 85.91000 4295.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0230 424A346M 50.000 MTON| 67.12000 3356.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate SIze Mix, ESAL Range A/B | | | 0240 424A348M 50.000 MTON| 67.12000 3356.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0250 424B636M 5300.000 MTON| 41.17000 218201.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0260 424B640M 50.000 MTON| 84.49000 4224.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0270 424C340M 3600.000 MTON| 41.73000 150228.00| | Superpave Bituminous Concrete Base | | | Layer, 25.0mm Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -13 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 430B005M 700.000 MTON| 20.00000 14000.00| | Aggregate Surfacing (ALDOT #410) | | | 0290 450B000M 173.000 M2 | 85.80000 14843.40| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0300 502A000M 127867.000 KG | 1.10000 140653.70| | Steel Reinforcement | | | 0310 502B000M LUMP| 68200.00000 68200.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 48+20. APPROX. | | | 65220 KG | | | 0320 502B001M LUMP| 55000.00000 55000.00| | Steel Reinforcement For Bridge | | | Superstructure STA. 51+70, APPROX. | | | 52160 KG. | | | 0330 505M002M 861.000 M | 71.50000 61561.50| | Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | 0340 506A006M 51.000 M | 1062.60000 54192.60| | Drilled Shaft Excavation, 1680 mm | | | Diameter | | | 0350 506B006M 68.000 M | 4403.30000 299424.40| | Special Drilled Shaft Excavation, 1680 | | | mm Diameter | | | 0360 506C045M 119.000 M | 155.10000 18456.90| | Drilled Shaft Construction, 1680 mm | | | Diameter, Class DS1 Concrete | | | 0370 506D000M 36.000 M | 664.40000 23918.40| | Exploration Below Drilled Shaft | | | 0380 506F009M 119.000 M | 833.80000 99222.20| | Permanent Drilled Shaft Casing, 1680 mm | | | Diameter | | | 0390 506G005M 12.000 EACH| 2310.00000 27720.00| | Crosshole Sonic Logging 1680 mm Diamete | | | 0400 508A000M 8352.000 KG | 3.30000 27561.60| | Structural Steel | | | 0410 510A000M 354.000 M3 | 555.50000 196647.00| | Bridge Substructure Concrete, Class A | | | 0420 510C051M LUMP| 275000.00000 275000.00| | Bridge Concrete Superstructure, STA. | | | 48+20, APPROX. 508 CUBIC METERS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -14 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 510C052M LUMP| 231000.00000 231000.00| | Bridge Concrete Superstructure, STA. | | | 51+70, APPROX. 406 CUBIC METERS | | | 0440 510E000M 2904.000 M2 | 2.20000 6388.80| | Grooving Concrete Bridge Decks | | | 0450 511A001M 108.000 EACH| 220.00000 23760.00| | Elastomeric Bearings, Type 2 | | | 0460 513B015M 1605.000 M | 341.00000 547305.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-1370 (Specialty Item) | | | 0470 524A011M 324.000 M3 | 655.00000 212220.00| | Culvert Concrete (Cast In Place) | | | 0480 530A001M 39.000 M | 59.50000 2320.50| | 450 mm Roadway Pipe (Class 3 R.C.) | | | 0490 530A002M 21.000 M | 78.00000 1638.00| | 600 mm Roadway Pipe (Class 3 R.C.) | | | 0500 530A004M 66.000 M | 126.40000 8342.40| | 900 mm Roadway Pipe (Class 3 R.C.) | | | 0510 530B002M 20.000 M | 123.80000 2476.00| | 725 mm Span X 460 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0520 530B003M 15.000 M | 145.00000 2175.00| | 920 mm Span X 570 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | 0530 530B057M 23.000 M | 156.00000 3588.00| | 1620mm Span x 1100mm Rise Roadway | | | Pipe(2.0mm Wall Thickness C.C.S.P.I.) | | | 0540 535A001M 137.000 M | 56.00000 7672.00| | 450 mm Side Drain Pipe | | | 0550 535A002M 10.000 M | 61.00000 610.00| | 600 mm Side Drain Pipe | | | 0560 535A005M 27.000 M | 120.00000 3240.00| | 1050 mm Side Drain Pipe | | | 0570 535B069M 25.000 M | 106.00000 2650.00| | 725 mm Span, 460 mm Rise Side Drain | | | Pipe (Class 2 R.C.) | | | 0580 535B072M 24.000 M | 221.00000 5304.00| | 1300 mm Span, 795 mm Rise Side Drain | | | Pipe (Class 2 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -15 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 535B094M 28.000 M | 265.00000 7420.00| | 1485mm Span,915mm Rise Sidedrain | | | Pipe(Class 3 R.C.) | | | 0600 600A000M LUMP| 691000.00000 691000.00| | Mobilization | | | 0610 601A000M 1.000 EACH| 5000.00000 5000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0620 602A000M 66.000 EACH| 85.00000 5610.00| | Right Of Way Markers | | | 0630 603D000M 1.000 EACH| 25000.00000 25000.00| | State Furnished Field Office | | | 0640 606A000M 100.000 M | 25.00000 2500.00| | 150 mm Underdrain Pipe | | | 0650 610C001M 14215.000 MTON| 26.00000 369590.00| | Loose Riprap, Class 2 | | | 0660 610D000M 18600.000 M2 | 2.00000 37200.00| | Filter Blanket | | | 0670 614A000M 682.000 M3 | 341.00000 232562.00| | Slope Paving | | | 0680 619A002M 2.000 EACH| 485.00000 970.00| | 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0690 619A003M 2.000 EACH| 546.00000 1092.00| | 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0700 619A055M 4.000 EACH| 1540.00000 6160.00| | 900 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0710 619A101M 4.000 EACH| 570.00000 2280.00| | 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0720 619A102M 2.000 EACH| 655.00000 1310.00| | 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0730 619A130M 2.000 EACH| 1965.00000 3930.00| | 1050 mm Side Drain Pipe End Treatment, | | | Class 2 | | | 0740 619B017M 2.000 EACH| 630.00000 1260.00| | 725 mm Span, 460 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -16 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 619B068M 2.000 EACH| 1340.00000 2680.00| | 920 mm Span, 570 mm Rise Roadway Pipe | | | End Treatment, Class 2 | | | 0760 619B117M 2.000 EACH| 740.00000 1480.00| | 725 mm Span X 460 mm Rise Side Drain | | | Pipe End Treatment, Class 1 | | | 0770 619B145M 2.000 EACH| 2165.00000 4330.00| | 1300 mm Span X 795 mm Rise Side Drain | | | Pipe End Treatment, Class 2 | | | 0780 619B146M 2.000 EACH| 2510.00000 5020.00| | 1485 mm Span X 915 mm Rise Side Drain | | | Pipe End Treatment, Class 2 | | | 0790 630A001M 867.000 M | 35.20000 30518.40| | Steel Beam Guardrail, Class A, Type 2 | | | 0800 630C003M 8.000 EACH| 1072.50000 8580.00| | Guardrail End Anchor, Type 13 | | | 0810 630C070M 4.000 EACH| 1413.50000 5654.00| | Guardrail End Anchor, Type 10 Series | | | 0820 649A029M 44.000 M | 255.00000 11220.00| | 914.4 Millimeter Encasement Pipe, Type | | | 1 Installation | | | 0830 649A046M 88.000 M | 180.00000 15840.00| | 508 Millimeter Encasement Pipe, Type 1 | | | Installation | | | 0840 650B000M 27044.000 M3 | 3.30000 89245.20| | Topsoil From Stockpiles | | | 0850 651B000M 72.000 MTON| 36.30000 2613.60| | Agricultural Limestone | | | 0860 651C000M 36.000 MTON| 217.80000 7840.80| | 8-8-8 Commercial Fertilizer | | | 0870 652A050M 10.000 HA | 1494.90000 14949.00| | Seeding (Mix 1A) | | | 0880 652A053M 10.000 HA | 1631.30000 16313.00| | Seeding (Mix 1E) | | | 0890 652B050M 5.000 HA | 1086.80000 5434.00| | Temporary Seeding (Mix 1AT) | | | 0900 652C000M 10.000 HA | 136.40000 1364.00| | Mowing | | | 0910 652D050M 5.000 HA | 1631.30000 8156.50| | Seeding In Stubble (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -17 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 654A001M 3158.000 M2 | 3.96000 12505.68| | Solid Sodding (Bermuda) | | | 0930 656A000M 10.000 HA | 883.30000 8833.00| | Mulching, Class A, Type 1 | | | 0940 656A001M 10.000 HA | 1086.80000 10868.00| | Mulching, Class A, Type 2 | | | 0950 659A002M 14637.000 M2 | 5.94000 86943.78| | Erosion Control Netting, Class C1 | | | 0960 665A000M 10.000 HA | 1019.70000 10197.00| | Temporary Seeding | | | 0970 665B000M 10.000 HA | 883.30000 8833.00| | Temporary Mulching | | | 0980 665F000M 593.000 EACH| 5.00000 2965.00| | Hay Bales | | | 0990 665G000M 200.000 EACH| 3.20000 640.00| | Sand Bags | | | 1000 665H000M 41.000 EACH| 665.00000 27265.00| | Erosion Control Check Dams, Type 1 | | | 1010 665I000M 250.000 MTON| 31.50000 7875.00| | Temporary Riprap, Class 2 | | | 1020 665J000M 7830.000 M | 9.00000 70470.00| | Silt Fence, Type A | | | 1030 665K000M 674.000 M3 | 18.20000 12266.80| | Drainage Sump Excavation | | | 1040 665L000M 124.000 M | 150.85000 18705.40| | Floating Basin Boom | | | 1050 680A000M LUMP| 200000.00000 200000.00| | Engineering Controls | | | 1060 701A028M 14.000 KM | 806.30000 11288.20| | Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1070 701A037M 13.000 KM | 1018.60000 13241.80| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1080 701A038M 5.000 KM | 608.30000 3041.50| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1090 701A041M 3.000 KM | 608.30000 1824.90| | Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -18 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 701B009M 679.000 M | 2.52000 1711.08| | Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 1110 701C003M 2.000 KM | 232.10000 464.20| | Solid Temporary Traffic Stripe (Paint) | | | 1120 701D007M 2.000 KM | 259.60000 519.20| | Solid Traffic Stripe Removed (Paint) | | | 1130 701D014M 1.000 KM | 957.00000 957.00| | Broken Traffic Stripe Removed (Paint) | | | 1140 701G125M 540.000 M | 10.37000 5599.80| | Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1150 701G133M 540.000 M | 10.87000 5869.80| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1160 701H000M 500.000 M | 3.52000 1760.00| | Solid Traffic Stripe Removed (Paint) | | | 1170 703A002M 672.000 M2 | 22.00000 14784.00| | Traffic Control Markings, Class 2, Type | | | A | | | 1180 703B002M 29.000 M2 | 33.00000 957.00| | Traffic Control Legends, Class 2, Type | | | 1190 705A030M 47.000 EACH| 5.39000 253.33| | Pavement Markers, Class A-H, Type 2-C | | | 1200 705A031M 136.000 EACH| 5.17000 703.12| | Pavement Markers, Class A-H, Type 1-A | | | 1210 705A032M 400.000 EACH| 5.17000 2068.00| | Pavement Markers, Class A-H, Type 1-B | | | 1220 705A037M 1168.000 EACH| 5.39000 6295.52| | Pavement Markers, Class A-H, Type 2-D | | | 1230 705A038M 500.000 EACH| 5.39000 2695.00| | Pavement Markers, Class A-H, Type 2-E | | | 1240 710A115M 8.000 M2 | 164.01000 1312.08| | Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 1250 710B001M 39.000 M | 17.28000 673.92| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 035 -19 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020628035 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 713A000M 8.000 M | 330.00000 2640.00| | Permanent Barricades | | | 1270 726A000M 70.000 M | 144.10000 10087.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1280 740B000M 95.000 M2 | 100.00000 9500.00| | Construction Signs | | | 1290 740D000M 115.000 EACH| 75.00000 8625.00| | Channelizing Drums | | | 1300 740E000M 30.000 EACH| 7.00000 210.00| | Cones (900 mm High) | | | 1310 740F002M 47.000 EACH| 275.00000 12925.00| | Barricades, Type III | | | 1320 740I005M 15.000 EACH| 585.75000 8786.25| | Warning Lights, Type B (Detachable Head | | | 1330 740M001M 30.000 EACH| 3.00000 90.00| | Ballast For Cone | | | 1340 740Q000M 100.000 M | 15.00000 1500.00| | Construction Safety Fence | | | 1350 741C010M 3.000 EACH| 7500.00000 22500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1360 999 000M 2250.000 HOUR| 0.80000 1800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,099,996.08| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,099,996.08| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20020628036 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0800( 205) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Hollingsworth Drive over an Unnamed Tributary of Ohatchee Creek east of Ohatchee. Length - 0.160 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16032 PRICHARD CONSTRUCTION COMPANY $ 250,431.05 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 250,609.52 100.0713% 3 08085 H D Construction, Inc. $ 292,157.10 116.6617% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020628036 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 04009 |( 3 ) 08085 |PRICHARD CONSTRUCTION COMPA |W. W. DYAR & SONS, INC. |H D Construction, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 12000.00000 12000.00| 16000.00000 16000.00| 6500.00000 6500.00 Clearing & Grubbing (Approximately | | | APPROX. 1 ACRE) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 14+86.28 | | | 0030 210A000 716.000 CUYD| 8.00000 5728.00| 5.00000 3580.00| 12.50000 8950.00 Unclassified Excavation | | | 0040 210D001 663.000 CUYD| 12.00000 7956.00| 9.00000 5967.00| 26.50000 17569.50 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 249.000 CUYD| 10.00000 2490.00| 12.00000 2988.00| 12.75000 3174.75 Structure Excavation | | | 0060 214B001 374.000 CUYD| 30.00000 11220.00| 26.00000 9724.00| 23.00000 8602.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 1150.00000 9200.00| 1080.00000 8640.00| 1575.65000 12605.20 Roadbed Processing | | | 0080 301A012 1689.000 SQYD| 9.75000 16467.75| 9.72000 16417.08| 10.75000 18156.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1689.000 SQYD| 2.50000 4222.50| 2.16000 3648.24| 2.10000 3546.90 Bituminous Treatment A | | | 0100 405A000 51.000 GAL | 1.50000 76.50| 5.40000 275.40| 1.35000 68.85 Tack Coat | | | 0110 424A340 129.000 TON | 65.00000 8385.00| 59.40000 7662.60| 87.50000 11287.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 282.000 TON | 50.00000 14100.00| 48.60000 13705.20| 62.00000 17484.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 44.000 TON | 55.00000 2420.00| 28.00000 1232.00| 59.00000 2596.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 42708.000 LB | 0.60000 25624.80| 0.50000 21354.00| 0.85000 36301.80 Steel Reinforcement | | | 0150 524A011 229.000 CUYD| 300.00000 68700.00| 290.00000 66410.00| 275.00000 62975.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020628036 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 04009 |( 3 ) 08085 |PRICHARD CONSTRUCTION COMPA |W. W. DYAR & SONS, INC. |H D Construction, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 535A002 28.000 LF | 30.00000 840.00| 32.00000 896.00| 35.10000 982.80 24" Side Drain Pipe | | | 0170 600A000 LUMP| 11000.00000 11000.00| 18260.00000 18260.00| 31500.00000 31500.00 Mobilization | | | 0180 610C001 208.000 TON | 30.00000 6240.00| 28.00000 5824.00| 28.50000 5928.00 Loose Riprap, Class 2 | | | 0190 610D000 163.000 SQYD| 6.50000 1059.50| 4.00000 652.00| 2.25000 366.75 Filter Blanket | | | 0200 619A102 2.000 EACH| 150.00000 300.00| 350.00000 700.00| 750.00000 1500.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0210 635A001 571.000 LF | 10.00000 5710.00| 4.00000 2284.00| 6.10000 3483.10 Woven Wire Fence (Metal Post) | | | 0220 650A000 433.000 CUYD| 12.00000 5196.00| 9.00000 3897.00| 12.50000 5412.50 Topsoil | | | 0230 652A053 1.000 ACRE| 1000.00000 1000.00| 1080.00000 1080.00| 500.00000 500.00 Seeding (Mix 1E) | | | 0240 656A000 1.000 ACRE| 1000.00000 1000.00| 1080.00000 1080.00| 650.00000 650.00 Mulching, Class A, Type 1 | | | 0250 665F000 50.000 EACH| 9.00000 450.00| 5.00000 250.00| 2.50000 125.00 Hay Bales | | | 0260 665J000 200.000 LF | 10.00000 2000.00| 4.00000 800.00| 3.50000 700.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 12800.00000 12800.00 Engineering Controls | | | 0280 701A031 1.000 MILE| 2300.00000 2300.00| 2260.00000 2260.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 2300.00000 2300.00| 2260.00000 2260.00| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701C001 1.000 MILE| 750.00000 750.00| 735.00000 735.00| 650.00000 650.00 Solid Temporary Traffic Stripe | | | 0310 703A002 40.000 SQFT| 12.00000 480.00| 1.55000 62.00| 1.38000 55.20 Traffic Control Markings, Class 2, Type | | | A | | | 0320 705A037 20.000 EACH| 10.00000 200.00| 11.30000 226.00| 10.00000 200.00 Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 230.000 SQFT| 10.50000 2415.00| 10.00000 2300.00| 8.25000 1897.50 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020628036 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 04009 |( 3 ) 08085 |PRICHARD CONSTRUCTION COMPA |W. W. DYAR & SONS, INC. |H D Construction, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740F002 8.000 EACH| 300.00000 2400.00| 230.00000 1840.00| 160.00000 1280.00 Barricades, Type III | | | 0350 740I005 4.000 EACH| 300.00000 1200.00| 150.00000 600.00| 77.00000 308.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 250,431.05| $ 250,609.52| $ 292,157.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 250,431.05| $ 250,609.52| $ 292,157.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20020628037 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0800(206) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Century Road over Tallasseehatchee Creek northeast of Jacksonville. Length - 0.169 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 329,635.54 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 374,360.60 113.5680% 3 16032 PRICHARD CONSTRUCTION COMPANY $ 391,184.55 118.6718% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020628037 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 04009 |( 3 ) 16032 |WARE CONSTRUCTION CO., INC. |W. W. DYAR & SONS, INC. |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| 4500.00000 4500.00| 16000.00000 16000.00| 12000.00000 12000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 7500.00000 7500.00| 17000.00000 17000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 11+19.11 | | | 0030 210A000 150.000 CUYD| 7.00000 1050.00| 5.00000 750.00| 12.00000 1800.00 Unclassified Excavation | | | 0040 210D001 5260.000 CUYD| 6.50000 34190.00| 7.00000 36820.00| 10.50000 55230.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 342.000 CUYD| 6.00000 2052.00| 12.00000 4104.00| 8.00000 2736.00 Structure Excavation | | | 0060 214B001 512.000 CUYD| 21.00000 10752.00| 26.00000 13312.00| 30.00000 15360.00 Foundation Backfill, Commercial | | | 0070 230A000 8.000 RBST| 1000.00000 8000.00| 1080.00000 8640.00| 1150.00000 9200.00 Roadbed Processing | | | 0080 301A012 1585.000 SQYD| 9.00000 14265.00| 9.72000 15406.20| 10.50000 16642.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1585.000 SQYD| 2.00000 3170.00| 2.16000 3423.60| 2.25000 3566.25 Bituminous Treatment A | | | 0100 405A000 57.000 GAL | 5.00000 285.00| 5.40000 307.80| 5.00000 285.00 Tack Coat | | | 0110 424A340 99.000 TON | 55.00000 5445.00| 59.40000 5880.60| 65.00000 6435.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 263.000 TON | 42.50000 11177.50| 45.90000 12071.70| 48.50000 12755.50 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 35.000 TON | 28.00000 980.00| 28.00000 980.00| 75.00000 2625.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 81523.000 LB | 0.48000 39131.04| 0.50000 40761.50| 0.60000 48913.80 Steel Reinforcement | | | 0150 524A011 451.000 CUYD| 285.00000 128535.00| 290.00000 130790.00| 300.00000 135300.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020628037 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 04009 |( 3 ) 16032 |WARE CONSTRUCTION CO., INC. |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 19000.00000 19000.00| 26260.00000 26260.00| 10000.00000 10000.00 Mobilization | | | 0170 610C001 319.000 TON | 25.00000 7975.00| 28.00000 8932.00| 30.00000 9570.00 Loose Riprap, Class 2 | | | 0180 610D003 252.000 SQYD| 2.50000 630.00| 4.00000 1008.00| 6.50000 1638.00 Filter Blanket, Geotextile | | | 0190 650A000 759.000 CUYD| 9.00000 6831.00| 8.00000 6072.00| 12.50000 9487.50 Topsoil | | | 0200 650B000 100.000 CUYD| 9.00000 900.00| 3.00000 300.00| 10.00000 1000.00 Topsoil From Stockpiles | | | 0210 652A053 1.000 ACRE| 1000.00000 1000.00| 1080.00000 1080.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0220 656A000 1.000 ACRE| 1000.00000 1000.00| 1080.00000 1080.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0230 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 9.00000 900.00 Hay Bales | | | 0240 665J000 300.000 LF | 4.00000 1200.00| 4.00000 1200.00| 8.00000 2400.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 5000.00000 5000.00 Engineering Controls | | | 0260 701A031 1.000 MILE| 2000.00000 2000.00| 2260.00000 2260.00| 2300.00000 2300.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0270 701A035 1.000 MILE| 2000.00000 2000.00| 2260.00000 2260.00| 2300.00000 2300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0280 701A045 1.000 MILE| 2000.00000 2000.00| 2260.00000 2260.00| 2300.00000 2300.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0290 701C000 1.000 MILE| 650.00000 650.00| 735.00000 735.00| 750.00000 750.00 Broken Temporary Traffic Stripe | | | 0300 701C001 1.000 MILE| 650.00000 650.00| 735.00000 735.00| 750.00000 750.00 Solid Temporary Traffic Stripe | | | 0310 705A032 1.000 EACH| 10.00000 10.00| 11.30000 11.30| 100.00000 100.00 Pavement Markers, Class A-H, Type 1-B | | | 0320 705A037 23.000 EACH| 10.00000 230.00| 11.30000 259.90| 10.00000 230.00 Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 266.000 SQFT| 12.00000 3192.00| 10.00000 2660.00| 10.00000 2660.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020628037 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 04009 |( 3 ) 16032 |WARE CONSTRUCTION CO., INC. |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740C000 30.000 SQFT| 9.50000 285.00| 15.00000 450.00| 15.00000 450.00 Special Construction Signs | | | 0350 740F002 10.000 EACH| 255.00000 2550.00| 230.00000 2300.00| 300.00000 3000.00 Barricades, Type III | | | 0360 740I005 5.000 EACH| 200.00000 1000.00| 150.00000 750.00| 300.00000 1500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 329,635.54| $ 374,360.60| $ 391,184.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 329,635.54| $ 374,360.60| $ 391,184.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20020628038 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACGBBRZ-0800(207) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Mitchellville Road over Acker Creek west of Oxford. Length - 0.066 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 144,752.90 100.0000% 2 04009 W. W. DYAR & SONS, INC. $ 165,677.28 114.4552% 3 16032 PRICHARD CONSTRUCTION COMPANY $ 174,999.00 120.8950% 4 08085 H D Construction, Inc. $ 214,902.90 148.4619% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020628038 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 04009 |( 3 ) 16032 |WARE CONSTRUCTION CO., INC. |W. W. DYAR & SONS, INC. |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| 2000.00000 2000.00| 13000.00000 13000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 6500.00000 6500.00| 10000.00000 10000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 14+34.52 | | | 0030 210A000 54.000 CUYD| 7.00000 378.00| 5.00000 270.00| 8.00000 432.00 Unclassified Excavation | | | 0040 210D001 542.000 CUYD| 10.00000 5420.00| 9.00000 4878.00| 12.00000 6504.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 159.000 CUYD| 8.00000 1272.00| 12.00000 1908.00| 8.00000 1272.00 Structure Excavation | | | 0060 214B001 239.000 CUYD| 22.00000 5258.00| 28.00000 6692.00| 30.00000 7170.00 Foundation Backfill, Commercial | | | 0070 230A000 3.000 RBST| 1500.00000 4500.00| 1620.00000 4860.00| 1600.00000 4800.00 Roadbed Processing | | | 0080 301A012 528.000 SQYD| 10.00000 5280.00| 10.80000 5702.40| 11.00000 5808.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 528.000 SQYD| 2.00000 1056.00| 2.16000 1140.48| 3.00000 1584.00 Bituminous Treatment A | | | 0100 405A000 16.000 GAL | 5.00000 80.00| 5.40000 86.40| 5.00000 80.00 Tack Coat | | | 0110 424A340 39.000 TON | 90.00000 3510.00| 97.20000 3790.80| 95.00000 3705.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 88.000 TON | 75.00000 6600.00| 81.00000 7128.00| 85.00000 7480.00 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 44.000 TON | 30.00000 1320.00| 28.00000 1232.00| 68.50000 3014.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 29805.000 LB | 0.48000 14306.40| 0.50000 14902.50| 0.60000 17883.00 Steel Reinforcement | | | 0150 524A011 165.000 CUYD| 290.00000 47850.00| 290.00000 47850.00| 300.00000 49500.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020628038 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 04009 |( 3 ) 16032 |WARE CONSTRUCTION CO., INC. |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 16000.00000 16000.00| 13260.00000 13260.00| 10000.00000 10000.00 Mobilization | | | 0170 610C001 135.000 TON | 25.00000 3375.00| 28.00000 3780.00| 30.00000 4050.00 Loose Riprap, Class 2 | | | 0180 610D003 165.000 SQYD| 2.50000 412.50| 4.00000 660.00| 6.50000 1072.50 Filter Blanket, Geotextile | | | 0190 635A001 250.000 LF | 4.00000 1000.00| 4.00000 1000.00| 9.00000 2250.00 Woven Wire Fence (Metal Post) | | | 0200 650A000 162.000 CUYD| 10.00000 1620.00| 10.00000 1620.00| 12.00000 1944.00 Topsoil | | | 0210 652A053 1.000 ACRE| 1000.00000 1000.00| 1080.00000 1080.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0220 656A000 1.000 ACRE| 1000.00000 1000.00| 1080.00000 1080.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0230 665F000 50.000 EACH| 4.50000 225.00| 5.00000 250.00| 9.00000 450.00 Hay Bales | | | 0240 665J000 200.000 LF | 4.00000 800.00| 4.00000 800.00| 8.00000 1600.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 2000.00000 2000.00| 7000.00000 7000.00| 4000.00000 4000.00 Engineering Controls | | | 0260 701A031 1.000 MILE| 2000.00000 2000.00| 2260.00000 2260.00| 2300.00000 2300.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0270 701A035 1.000 MILE| 2000.00000 2000.00| 2260.00000 2260.00| 2300.00000 2300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0280 701C001 1.000 MILE| 650.00000 650.00| 735.00000 735.00| 750.00000 750.00 Solid Temporary Traffic Stripe | | | 0290 705A037 9.000 EACH| 10.00000 90.00| 11.30000 101.70| 12.00000 108.00 Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 285.000 SQFT| 12.00000 3420.00| 10.00000 2850.00| 10.50000 2992.50 Construction Signs | | | 0310 740C000 30.000 SQFT| 11.00000 330.00| 15.00000 450.00| 15.00000 450.00 Special Construction Signs | | | 0320 740F002 10.000 EACH| 250.00000 2500.00| 230.00000 2300.00| 300.00000 3000.00 Barricades, Type III | | | 0330 740I005 5.000 EACH| 200.00000 1000.00| 150.00000 750.00| 300.00000 1500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 144,752.90| $ 165,677.28| $ 174,999.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 144,752.90| $ 165,677.28| $ 174,999.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020628038 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08085 |( ) |( ) |H D Construction, Inc. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 6500.00000 6500.00| | Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 10000.00000 10000.00| | Removal Of Old Bridge, Station 14+34.52 | | | 0030 210A000 54.000 CUYD| 16.50000 891.00| | Unclassified Excavation | | | 0040 210D001 542.000 CUYD| 27.75000 15040.50| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 159.000 CUYD| 14.60000 2321.40| | Structure Excavation | | | 0060 214B001 239.000 CUYD| 25.10000 5998.90| | Foundation Backfill, Commercial | | | 0070 230A000 3.000 RBST| 1825.00000 5475.00| | Roadbed Processing | | | 0080 301A012 528.000 SQYD| 14.90000 7867.20| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 528.000 SQYD| 2.75000 1452.00| | Bituminous Treatment A | | | 0100 405A000 16.000 GAL | 1.60000 25.60| | Tack Coat | | | 0110 424A340 39.000 TON | 115.10000 4488.90| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 88.000 TON | 83.00000 7304.00| | Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 44.000 TON | 68.80000 3027.20| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 29805.000 LB | 0.95000 28314.75| | Steel Reinforcement | | | 0150 524A011 165.000 CUYD| 310.00000 51150.00| | Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020628038 COUNTIES : CALHOUN LETTING DATE : 06/28/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 08085 |( ) |( ) |H D Construction, Inc. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 32500.00000 32500.00| | Mobilization | | | 0170 610C001 135.000 TON | 28.00000 3780.00| | Loose Riprap, Class 2 | | | 0180 610D003 165.000 SQYD| 4.00000 660.00| | Filter Blanket, Geotextile | | | 0190 635A001 250.000 LF | 6.10000 1525.00| | Woven Wire Fence (Metal Post) | | | 0200 650A000 162.000 CUYD| 14.60000 2365.20| | Topsoil | | | 0210 652A053 1.000 ACRE| 500.00000 500.00| | Seeding (Mix 1E) | | | 0220 656A000 1.000 ACRE| 750.00000 750.00| | Mulching, Class A, Type 1 | | | 0230 665F000 50.000 EACH| 3.00000 150.00| | Hay Bales | | | 0240 665J000 200.000 LF | 3.50000 700.00| | Silt Fence, Type A | | | 0250 680A000 LUMP| 12800.00000 12800.00| | Engineering Controls | | | 0260 701A031 1.000 MILE| 2000.00000 2000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0270 701A035 1.000 MILE| 2000.00000 2000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0280 701C001 1.000 MILE| 650.00000 650.00| | Solid Temporary Traffic Stripe | | | 0290 705A037 9.000 EACH| 10.00000 90.00| | Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 285.000 SQFT| 8.25000 2351.25| | Construction Signs | | | 0310 740C000 30.000 SQFT| 8.00000 240.00| | Special Construction Signs | | | 0320 740F002 10.000 EACH| 160.00000 1600.00| | Barricades, Type III | | | 0330 740I005 5.000 EACH| 77.00000 385.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 214,902.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 214,902.90| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20020628039 COUNTIES : CHEROKEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1000(206) for constructing the Resurfacing and Traffic Stripe on C.R.#15 from U.S.#411 to S.R.#68 in Leesburg. Length - 2.200 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 177,416.10 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 199,970.30 112.7126% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020628039 COUNTIES : CHEROKEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B108 25815.000 SQYD| 0.65000 16779.75| 0.82000 21168.30| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 775.000 GAL | 1.35000 1046.25| 1.00000 775.00| Tack Coat | | | 0030 429A201 2240.000 TON | 32.80000 73472.00| 36.50000 81760.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A206 1490.000 TON | 31.50000 46935.00| 34.00000 50660.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 429C211 420.000 TON | 32.50000 13650.00| 40.00000 16800.00| Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0060 600A000 LUMP| 7500.00000 7500.00| 11500.00000 11500.00| Mobilization | | | 0070 701A031 5.000 MILE| 940.00000 4700.00| 940.00000 4700.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0080 701A035 3.000 MILE| 1060.00000 3180.00| 1060.00000 3180.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701A045 2.000 MILE| 650.00000 1300.00| 650.00000 1300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701C000 6.000 MILE| 340.00000 2040.00| 340.00000 2040.00| Broken Temporary Traffic Stripe | | | 0110 701C001 9.000 MILE| 380.00000 3420.00| 380.00000 3420.00| Solid Temporary Traffic Stripe | | | 0120 703A002 190.000 SQFT| 3.00000 570.00| 3.00000 570.00| Traffic Control Markings, Class 2, Type | | | A | | | 0130 740B000 259.000 SQFT| 10.90000 2823.10| 8.00000 2072.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020628039 COUNTIES : CHEROKEE LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( ) |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 740E000 25.000 EACH| 0.00000 0.00| 1.00000 25.00| Cones (36 Inches High) | | | SECTION TOTALS | $ 177,416.10| $ 199,970.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 177,416.10| $ 199,970.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20020628041 COUNTIES : CHILTON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1120(200) for constructing the Resurfacing and Traffic Stripe on C.R.#50 and C.R.#73 from C.R.#42 at Poseys Crossroads to C.R.#2. Length 5.710 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 602,761.17 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020628041 COUNTIES : CHILTON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( ) |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 1340.000 CUYD| 18.31000 24535.40| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 212A000 603.000 STA | 9.19000 5541.57| | Machine Grading Shoulders | | | 0030 405A000 4450.000 GAL | 0.98000 4361.00| | Tack Coat | | | 0040 429A200 4260.000 TON | 40.14000 170996.40| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429B201 8250.000 TON | 33.75000 278437.50| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0060 429C205 550.000 TON | 53.92000 29656.00| | Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 429C206 900.000 TON | 41.65000 37485.00| | Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0080 600A000 LUMP| 12482.27000 12482.27| | Mobilization | | | 0090 652A056 3.000 ACRE| 553.00000 1659.00| | Seeding (Mix 2E) | | | 0100 656A000 3.000 ACRE| 553.00000 1659.00| | Mulching, Class A, Type 1 | | | 0110 701A030 12.000 MILE| 737.34000 8848.08| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0120 701A034 8.000 MILE| 737.34000 5898.72| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0130 701A044 4.000 MILE| 430.11000 1720.44| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020628041 COUNTIES : CHILTON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 07002 |( ) |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 4.000 MILE| 319.51000 1278.04| | Broken Temporary Traffic Stripe | | | 0150 701C001 20.000 MILE| 368.67000 7373.40| | Solid Temporary Traffic Stripe | | | 0160 703A004 88.000 SQFT| 1.97000 173.36| | Traffic Control Markings, Class 2T, | | | Type A | | | 0170 705A032 125.000 EACH| 5.22000 652.50| | Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 525.000 EACH| 5.22000 2740.50| | Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 222.000 SQFT| 9.48000 2104.56| | Construction Signs | | | 0200 740O000 1.000 EACH| 5158.43000 5158.43| | Pilot Car | | | SECTION TOTALS | $ 602,761.17| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 602,761.17| $ 199,970.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20020628044 COUNTIES : GENEVA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-3124(200) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#64 from S.R.#87 to C.R.#40 in Coffee Springs. Length - 8.258 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 627,487.27 100.0000% 2 01018 APAC-ALABAMA, INC. $ 648,560.80 103.3584% 3 02032 BULLARD EXCAVATING, INC. $ 656,033.39 104.5493% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020628044 COUNTIES : GENEVA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( 3 ) 02032 |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 80.000 SQYD| 20.00000 1600.00| 25.00000 2000.00| 20.00000 1600.00 Removing Concrete Driveway | | | 0020 206D001 1024.000 LF | 1.00000 1024.00| 0.50000 512.00| 2.00000 2048.00 Removing Guardrail | | | 0030 209A000 23.000 EACH| 90.00000 2070.00| 50.00000 1150.00| 50.00000 1150.00 Mailbox Reset, Single | | | 0040 209A001 1.000 EACH| 125.00000 125.00| 100.00000 100.00| 250.00000 250.00 Mailbox Reset, Double | | | 0050 210D020 8222.000 CUYD| 2.00000 16444.00| 2.50000 20555.00| 4.00000 32888.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0060 212A000 870.000 STA | 24.50000 21315.00| 10.00000 8700.00| 12.00000 10440.00 Machine Grading Shoulders | | | 0070 405A000 6050.000 GAL | 1.85000 11192.50| 1.00000 6050.00| 1.15000 6957.50 Tack Coat | | | 0080 429A201 7555.000 TON | 34.10000 257625.50| 37.00000 279535.00| 36.70000 277268.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429A206 3840.000 TON | 35.15000 134976.00| 37.00000 142080.00| 38.27000 146956.80 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 429B213 2340.000 TON | 36.05000 84357.00| 33.50000 78390.00| 35.37000 82765.80 Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0110 600A000 LUMP| 10500.00000 10500.00| 19900.00000 19900.00| 10642.68000 10642.68 Mobilization | | | 0120 630A001 200.000 LF | 11.88000 2376.00| 12.00000 2400.00| 12.00000 2400.00 Steel Beam Guardrail, Class A, Type 2 | | | 0130 630A004 896.000 LF | 13.71000 12284.16| 19.00000 17024.00| 13.85000 12409.60 Steel Beam Guardrail, Class B, Type 2 | | | 0140 630C022 8.000 EACH| 990.00000 7920.00| 1000.00000 8000.00| 1000.00000 8000.00 Guardrail End Anchor, Type Special | | | 0150 630C070 8.000 EACH| 1237.50000 9900.00| 1400.00000 11200.00| 1250.00000 10000.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020628044 COUNTIES : GENEVA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( 3 ) 02032 |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 652A061 12.000 ACRE| 333.63000 4003.56| 335.00000 4020.00| 337.00000 4044.00 Seeding (Mix 3E) | | | 0170 656A000 8.000 ACRE| 324.72000 2597.76| 325.00000 2600.00| 328.00000 2624.00 Mulching, Class A, Type 1 | | | 0180 656A001 4.000 ACRE| 331.65000 1326.60| 330.00000 1320.00| 335.00000 1340.00 Mulching, Class A, Type 2 | | | 0190 665F000 240.000 EACH| 6.00000 1440.00| 3.00000 720.00| 3.20000 768.00 Hay Bales | | | 0200 665J000 704.000 LF | 4.50000 3168.00| 2.85000 2006.40| 2.90000 2041.60 Silt Fence, Type A | | | 0210 680A000 LUMP| 750.00000 750.00| 3000.00000 3000.00| 500.00000 500.00 Engineering Controls | | | 0220 701A030 17.000 MILE| 572.13000 9726.21| 575.00000 9775.00| 625.00000 10625.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0230 701A034 11.000 MILE| 572.13000 6293.43| 575.00000 6325.00| 625.00000 6875.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0240 701A044 5.000 MILE| 278.60000 1393.00| 280.00000 1400.00| 350.00000 1750.00 Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0250 701C000 5.000 MILE| 258.70000 1293.50| 260.00000 1300.00| 255.00000 1275.00 Broken Temporary Traffic Stripe | | | 0260 701C001 11.000 MILE| 278.60000 3064.60| 280.00000 3080.00| 279.00000 3069.00 Solid Temporary Traffic Stripe | | | 0270 703A002 2025.000 SQFT| 1.59000 3219.75| 1.60000 3240.00| 2.15000 4353.75 Traffic Control Markings, Class 2, Type | | | A | | | 0280 703A004 160.000 SQFT| 2.59000 414.40| 2.60000 416.00| 3.50000 560.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0290 705A032 228.000 EACH| 4.38000 998.64| 4.40000 1003.20| 4.80000 1094.40 Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 777.000 EACH| 4.58000 3558.66| 4.60000 3574.20| 4.88000 3791.76 Pavement Markers, Class A-H, Type 2-D | | | 0310 740B000 885.000 SQFT| 10.00000 8850.00| 7.00000 6195.00| 5.00000 4425.00 Construction Signs | | | 0320 740E000 20.000 EACH| 6.00000 120.00| 1.00000 20.00| 5.00000 100.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20020628044 COUNTIES : GENEVA LETTING DATE : 06/28/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( 3 ) 02032 |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740M001 20.000 EACH| 3.00000 60.00| 1.00000 20.00| 1.00000 20.00 Ballast For Cone | | | 0340 740O000 1.000 EACH| 1500.00000 1500.00| 950.00000 950.00| 1000.00000 1000.00 Pilot Car | | | SECTION TOTALS | $ 627,487.27| $ 648,560.80| $ 656,033.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 627,487.27| $ 648,560.80| $ 656,033.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20020628046 COUNTIES : JACKSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3600(205) for constructing the Bridge Replacement and Approaches on C.R.#38 at Stringer Creek east of Macedonia. Length 0.189 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 692,065.08 100.0000% 2 19037 SIMPSON BRIDGE COMPANY, INC. $ 932,153.54 134.6916% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020628046 COUNTIES : JACKSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 19037 |( ) |MILLER & MILLER, INC. |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 15000.00000 15000.00| 21000.00000 21000.00| Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 28000.00000 28000.00| 47700.00000 47700.00| Removal Of Old Bridge, Station 41+50.85 | | | 0030 206D000 20.000 LF | 13.00000 260.00| 8.24000 164.80| Removing Pipe | | | 0040 209A001 2.000 EACH| 36.00000 72.00| 10.30000 20.60| Mailbox Reset, Double | | | 0050 210A000 1175.000 CUYD| 18.25000 21443.75| 25.75000 30256.25| Unclassified Excavation | | | 0060 210D000 2905.000 CUYD| 18.25000 53016.25| 8.24000 23937.20| Borrow Excavation | | | 0070 230A000 9.000 RBST| 310.00000 2790.00| 566.50000 5098.50| Roadbed Processing | | | 0080 301A012 1845.000 SQYD| 6.75000 12453.75| 6.18000 11402.10| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 1845.000 SQYD| 1.75000 3228.75| 1.60000 2952.00| Bituminous Treatment A | | | 0100 405A000 53.000 GAL | 2.24000 118.72| 2.00000 106.00| Tack Coat | | | 0110 429A200 93.000 TON | 66.00000 6138.00| 87.55000 8142.15| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 215.000 TON | 56.00000 12040.00| 66.95000 14394.25| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B000 100.000 TON | 22.50000 2250.00| 20.60000 2060.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0140 502A000 48700.000 LB | 0.38000 18506.00| 0.52000 25324.00| Steel Reinforcement | | | 0150 502B000 LUMP| 30000.00000 30000.00| 24000.00000 24000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 41+10.00, | | | Approximately | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020628046 COUNTIES : JACKSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 19037 |( ) |MILLER & MILLER, INC. |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 506A005 109.000 LF | 86.00000 9374.00| 487.19000 53103.71| Drilled Shaft Excavation, 3'-6" Diamete | | | 0170 506B002 82.000 LF | 550.00000 45100.00| 1295.00000 106190.00| Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0180 506C041 211.000 LF | 86.00000 18146.00| 195.50000 41250.50| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0190 506G001 4.000 EACH| 2775.00000 11100.00| 1.00000 4.00| Crosshole Sonic Logging, 3'-6" Diameter | | | 0200 508A000 4050.000 LB | 2.25000 9112.50| 2.20000 8910.00| Structural Steel | | | 0210 510A000 124.000 CUYD| 320.00000 39680.00| 483.00000 59892.00| Bridge Substructure Concrete, Class A | | | 0220 510C001 LUMP| 110000.00000 110000.00| 112000.00000 112000.00| Bridge Concrete Superstructure Station | | | 41+10.00, | | | 0230 510E000 506.000 SQYD| 4.37000 2211.22| 4.20000 2125.20| Grooving Concrete Bridge Decks | | | 0240 511A004 24.000 EACH| 430.00000 10320.00| 520.00000 12480.00| Elastomeric Bearings, Type 4 | | | 0250 513B004 388.000 LF | 64.00000 24832.00| 61.00000 23668.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0260 513B015 358.000 LF | 112.00000 40096.00| 115.00000 41170.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0270 535A000 24.000 LF | 37.00000 888.00| 46.35000 1112.40| 15" Side Drain Pipe | | | 0280 535A001 24.000 LF | 39.00000 936.00| 51.50000 1236.00| 18" Side Drain Pipe | | | 0290 535A004 290.000 LF | 46.00000 13340.00| 66.95000 19415.50| 36" Side Drain Pipe | | | 0300 600A000 LUMP| 63000.00000 63000.00| 105000.00000 105000.00| Mobilization | | | 0310 610C001 2546.000 TON | 14.00000 35644.00| 24.00000 61104.00| Loose Riprap, Class 2 | | | 0320 610D000 1266.000 SQYD| 1.75000 2215.50| 4.00000 5064.00| Filter Blanket | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020628046 COUNTIES : JACKSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 19037 |( ) |MILLER & MILLER, INC. |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 619A100 2.000 EACH| 265.00000 530.00| 824.00000 1648.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 619A101 2.000 EACH| 275.00000 550.00| 824.00000 1648.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0350 619A129 2.000 EACH| 1225.00000 2450.00| 1030.00000 2060.00| 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0360 630C001 1.000 EACH| 775.00000 775.00| 775.00000 775.00| Guardrail End Anchor, Type 8 | | | 0370 630C003 4.000 EACH| 1020.00000 4080.00| 1030.00000 4120.00| Guardrail End Anchor, Type 13 | | | 0380 630C070 3.000 EACH| 1425.00000 4275.00| 1445.00000 4335.00| Guardrail End Anchor, Type 10 Series | | | 0390 650B000 360.000 CUYD| 18.30000 6588.00| 8.24000 2966.40| Topsoil From Stockpiles | | | 0400 658A001 2.000 ACRE| 1790.00000 3580.00| 1625.00000 3250.00| Hydro-Seeding & Mulching (Mix 1E) | | | 0410 665F000 30.000 EACH| 6.00000 180.00| 6.30000 189.00| Hay Bales | | | 0420 665G000 15.000 EACH| 6.00000 90.00| 6.30000 94.50| Sand Bags | | | 0430 665H000 4.000 EACH| 255.00000 1020.00| 500.00000 2000.00| Erosion Control Check Dams, Type 1 | | | 0440 665I000 200.000 TON | 14.00000 2800.00| 24.00000 4800.00| Temporary Riprap, Class 2 | | | 0450 665J000 1590.000 LF | 2.00000 3180.00| 4.72000 7504.80| Silt Fence, Type A | | | 0460 666A001 2.000 ACRE| 48.00000 96.00| 43.50000 87.00| Pest Control Treatment | | | 0470 680A000 LUMP| 14000.00000 14000.00| 14420.00000 14420.00| Engineering Controls | | | 0480 701A004 1.000 MILE| 415.00000 415.00| 705.00000 705.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0490 701A034 1.000 MILE| 1025.00000 1025.00| 2163.00000 2163.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020628046 COUNTIES : JACKSON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 19037 |( ) |MILLER & MILLER, INC. |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 701C001 1.000 MILE| 415.00000 415.00| 705.00000 705.00| Solid Temporary Traffic Stripe | | | 0510 705A037 28.000 EACH| 11.50000 322.00| 10.80000 302.40| Pavement Markers, Class A-H, Type 2-D | | | 0520 726A000 40.000 LF | 26.00000 1040.00| 82.00000 3280.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0530 740B000 198.000 SQFT| 7.77000 1538.46| 12.36000 2447.28| Construction Signs | | | 0540 740F002 8.000 EACH| 174.00000 1392.00| 200.00000 1600.00| Barricades, Type III | | | 0550 740I005 2.000 EACH| 205.59000 411.18| 385.00000 770.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 692,065.08| $ 932,153.54| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 692,065.08| $ 932,153.54| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20020628047 COUNTIES : MACON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4402(200) for constructing the Bridge Replacements (5)(Precast) at ACGBBR-4402(201) various locations as indicated on the plans. Length - 0.126 ACGBBR-4427(200) mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 1,265,739.00 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 1,278,510.50 101.0090% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,280,723.80 101.1839% 4 13099 MCINNIS, LLC $ 1,281,125.00 101.2156% 5 06001 F & W CONSTRUCTION COMPANY, INC. $ 1,416,070.00 111.8769% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020628047 COUNTIES : MACON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 12019 |( 3 ) 03001 |MURPHREE BRIDGE CORPORATION |LEVERETT CONSTRUCTION COMPA |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 6+08.59 | | | 0020 206A001 LUMP| 15000.00000 15000.00| 7000.00000 7000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 5+62.82 | | | 0030 206A002 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 5+27.70 | | | 0040 206A003 LUMP| 15000.00000 15000.00| 4000.00000 4000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 5+20.64 | | | 0050 206A004 LUMP| 15000.00000 15000.00| 7500.00000 7500.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 4+50.40 | | | 0060 210A000 3772.000 CUYD| 2.00000 7544.00| 4.00000 15088.00| 5.00000 18860.00 Unclassified Excavation | | | 0070 502A000 399.000 LB | 2.50000 997.50| 2.50000 997.50| 0.50000 199.50 Steel Reinforcement | | | 0080 505A032 5.000 EACH| 2000.00000 10000.00| 2000.00000 10000.00| 1000.00000 5000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0090 505A034 5.000 EACH| 2000.00000 10000.00| 2000.00000 10000.00| 1000.00000 5000.00 Steel Test Piles (HP 12x74)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0100 505B102 5.000 EACH| 2000.00000 10000.00| 2000.00000 10000.00| 1000.00000 5000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0110 505B104 5.000 EACH| 2000.00000 10000.00| 2000.00000 10000.00| 1000.00000 5000.00 Static Loading Test (HP 12x74)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0120 505M002 4800.000 LF | 21.00000 100800.00| 22.00000 105600.00| 20.00000 96000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0130 505M008 2200.000 LF | 25.00000 55000.00| 27.50000 60500.00| 22.00000 48400.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0140 507A000 10.000 EACH| 2000.00000 20000.00| 1850.00000 18500.00| 2000.00000 20000.00 Wire Rope Abutment Anchor Assembly | | | 0150 510A000 53.000 CUYD| 400.00000 21200.00| 595.00000 31535.00| 450.00000 23850.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/02 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20020628047 COUNTIES : MACON LETTING DATE : 06/28/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 12019 |( 3 ) 03001 |MURPHREE BRIDGE CORPORATION |LEVERETT CONSTRUCTION COMPA |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 511A000 231.000 EACH| 50.00000 11550.00| 80.00000 18480.00| 60.00000 13860.00 Elastomeric Bearings, Type 1 | | | 0170 512A014 10.000 EACH| 3000.00000 30000.00| 3250.00000 32500.00| 3600.00000 36000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0180 512B004 11.000 EACH| 3100.00000 34100.00| 3250.00000 35750.00| 4000.00000 44000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0190 512C017 96.000 EACH| 3200.00000 307200.00| 3350.00000 321600.00| 3600.00000 345600.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512C025 32.000 EACH| 3500.00000 112000.00| 3750.00000 120000.00| 4100.00000 131200.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0210 512D025 12.000 EACH| 2900.00000 34800.00| 3500.00000 42000.00| 3500.00000 42000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0220 512D030 20.000 EACH| 3200.00000 64000.00| 3500.00000 70000.00| 3500.00000 70000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0230 512E000 80.000 EACH| 570.00000 45600.00| 750.00000 60000.00| 375.00000 30000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0240 512F000 40.000 EACH| 1000.00000 40000.00| 1000.00000 40000.00| 475.00000 19000.00 Precast Concrete Wing Panels, Type W1 | | | 0250 512G000 20.000 EACH| 750.00000 15000.00| 1000.00000 20000.00| 500.00000 10000.00 Precast Concrete Abutment Wing Cap Pane | | | 0260 600A000 LUMP| 100625.00000 100625.00| 75000.00000 75000.00| 95544.10000 95544.10 Mobilization | | | 0270 610C001 2986.000 TON | 25.00000 74650.00| 23.00000 68678.00| 24.00000 71664.00 Loose Riprap, Class 2 | | | 0280 610D000 2986.000 SQYD| 2.50000 7465.00| 1.75000 5225.50| 1.25000 3732.50 Filter Blanket | | | 0290 630C003 20.000 EACH| 860.00000 17200.00| 850.00000 17000.00| 860.00000 17200.00 Guardrail End Anchor, Type 13 | | | 0300 630C050 20.000 EACH| 1350.00000 27000.00| 1400.00000 28000.00| 1350.00000 27000.00 Guardrail End Anchor, Type 20 Series | | | 0310 665F000 225.000 EACH| 4.50000 1012.50| 4.50000 1012.50| 5.00000 1125.00 Hay Bales