ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 CONTRACT TIME : 250 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOAF-0038(503) for constructing the Grade, Drainage, Pavement, and Bridge Replacement on S.R.#38 (U.S.#280) from Jackson's Gap to Dadeville Bypass. Length-6.099 km. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20047 T & K CONSTRUCTION, L.L.C. $ 6,021,661.67 100.0000% 2 14007 W. S. NEWELL & SONS, INC. $ 6,380,176.21 105.9537% 3 14001 NEWELL ROADBUILDERS, INC. $ 6,579,566.41 109.2650% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 20047 |( 2 ) 14007 |( 3 ) 14001 |T & K CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000M LUMP| 190000.00000 190000.00| 480000.00000 480000.00| 350000.00000 350000.00 Clearing & Grubbing (Approximately 16 | | | Hectares) | | | 0020 206A000M LUMP| 32000.00000 32000.00| 48000.00000 48000.00| 32000.00000 32000.00 Removal Of Old Bridge, Station 113+63. | | | 093 | | | 0030 206D000M 94.000 M | 18.00000 1692.00| 10.60000 996.40| 10.00000 940.00 Removing Pipe | | | 0040 206D001M 16.000 M | 9.00000 144.00| 30.00000 480.00| 1.00000 16.00 Removing Guardrail | | | 0050 206E013M 4.000 EACH| 98.00000 392.00| 250.00000 1000.00| 100.00000 400.00 Removing Guardrail End Anchor (Type 13) | | | 0060 206E027M 4.000 EACH| 98.00000 392.00| 250.00000 1000.00| 100.00000 400.00 Removing Guardrail End Anchor(Type 10 | | | Series) | | | 0070 210A000M 71095.000 M3 | 4.20000 298599.00| 4.72000 335568.40| 5.25000 373248.75 Unclassified Excavation | | | 0075 210D001M 10000.000 M3 | 8.00000 80000.00| 8.67000 86700.00| 9.25000 92500.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0080 214A000M 510.000 M3 | 18.70000 9537.00| 11.13000 5676.30| 10.00000 5100.00 Structure Excavation | | | 0090 214B001M 201.000 M3 | 26.00000 5226.00| 47.70000 9587.70| 32.00000 6432.00 Foundation Backfill, Commercial | | | 0100 231B001M 2600.000 MTON| 11.70000 30420.00| 15.90000 41340.00| 15.50000 40300.00 Roadbed Stabilizing Material, ALDOT #46 | | | 0110 231C000M 48.000 RBST| 550.00000 26400.00| 2650.00000 127200.00| 3000.00000 144000.00 Stabilizing Roadway With In-Place | | | Material | | | 0120 301A001M 309.000 M2 | 3.75000 1158.75| 9.29000 2870.61| 10.00000 3090.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 85 mm Compacted Thickness | | | 0130 301A006M 18694.000 M2 | 3.45000 64494.30| 3.89000 72719.66| 4.00000 74776.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 115 mm Compacted Thickness | | | 0140 301A008M 19967.000 M2 | 3.85000 76872.95| 4.32000 86257.44| 4.38000 87455.46 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 20047 |( 2 ) 14007 |( 3 ) 14001 |T & K CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 301A010M 4073.000 M2 | 4.30000 17513.90| 5.08000 20690.84| 5.00000 20365.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 140 mm Compacted Thickness | | | 0160 301A012M 108886.000 M2 | 4.52000 492164.72| 4.85000 528097.10| 5.75000 626094.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0170 301A016M 9257.000 M2 | 5.35000 49524.95| 6.06000 56097.42| 6.20000 57393.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 175 mm Compacted Thickness | | | 0180 327E001M 16175.000 MTON| 35.73000 577932.75| 34.49000 557875.75| 35.73000 577932.75 Permeable Asphalt Treated Base(PG76-22) | | | 0190 401A000M 9789.000 M2 | 0.44000 4307.16| 0.52000 5090.28| 0.44000 4307.16 Bituminous Treatment A | | | 0200 401A043M 83195.000 SQ M| 1.04000 86522.80| 1.06000 88186.70| 1.04000 86522.80 Bituminous Treatment AE | | | 0210 401B100M 9638.000 M2 | 1.29000 12433.02| 1.62000 15613.56| 1.29000 12433.02 Bituminous Treatment E (With Polymer | | | Additive) | | | 0220 401B108M 26537.000 M2 | 0.94000 24944.78| 1.08000 28659.96| 0.94000 24944.78 Bituminous Treatment G (With Polymer | | | Additive) | | | 0230 405A000M 46846.000 L | 0.30000 14053.80| 0.27000 12648.42| 0.30000 14053.80 Tack Coat | | | 0240 408A051M 2370.000 M2 | 4.00000 9480.00| 1.72000 4076.40| 4.00000 9480.00 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0250 410A002M 1.000 EACH| 25000.00000 25000.00| 22500.00000 22500.00| 25000.00000 25000.00 Profilograph | | | 0260 410H000M 1.000 EACH| 123000.00000 123000.00| 76500.00000 76500.00| 75000.00000 75000.00 Material Remixing Device | | | 0270 420A011M 1176.000 MTON| 52.26000 61457.76| 55.28000 65009.28| 52.26000 61457.76 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0280 424A280M 5661.000 MTON| 43.74000 247612.14| 41.04000 232327.44| 43.74000 247612.14 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0290 424A286M 1000.000 MTON| 48.00000 48000.00| 51.65000 51650.00| 48.00000 48000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range E| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 20047 |( 2 ) 14007 |( 3 ) 14001 |T & K CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 424A360M 93.000 MTON| 48.00000 4464.00| 50.03000 4652.79| 48.00000 4464.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0310 424B281M 12444.000 MTON| 35.35000 439895.40| 36.49000 454081.56| 35.35000 439895.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0320 424B285M 150.000 MTON| 90.00000 13500.00| 59.14000 8871.00| 90.00000 13500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0330 424B581M 10635.000 MTON| 35.32000 375628.20| 34.14000 363078.90| 35.32000 375628.20 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0340 424B651M 2896.000 MTON| 36.82000 106630.72| 35.64000 103213.44| 26.82000 77670.72 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 424C281M 15293.000 MTON| 35.90000 549018.70| 33.51000 512468.43| 35.90000 549018.70 Superpave Bituminous Concrete Base | | | Layer, 37.5 mm Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0360 430B014M 1000.000 MTON| 14.00000 14000.00| 15.90000 15900.00| 17.00000 17000.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0370 450B000M 173.000 M2 | 78.00000 13494.00| 90.00000 15570.00| 75.00000 12975.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0380 502A000M 24650.000 KG | 1.10000 27115.00| 1.00000 24650.00| 1.10000 27115.00 Steel Reinforcement | | | 0390 502B000M LUMP| 29050.00000 29050.00| 35000.00000 35000.00| 29050.00000 29050.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 113+33.22 | | | Approximately 29550 KG | | | 0400 505G003M 28.000 EACH| 150.00000 4200.00| 90.00000 2520.00| 150.00000 4200.00 Pile Points (Type A, 310 mm) | | | 0410 505M002M 217.000 M | 115.00000 24955.00| 110.00000 23870.00| 115.00000 24955.00 Steel Piling Furnished And Driven (HP | | | 310 x 79) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 20047 |( 2 ) 14007 |( 3 ) 14001 |T & K CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 506A000M 15.000 M | 1155.00000 17325.00| 1900.00000 28500.00| 350.00000 5250.00 Drilled Shaft Excavation, 1370 mm | | | Diameter | | | 0430 506B004M 12.000 M | 3675.00000 44100.00| 4000.00000 48000.00| 1900.00000 22800.00 Special Drilled Shaft Excavation, 1370 | | | mm Diameter | | | 0440 506C043M 27.000 M | 410.00000 11070.00| 275.00000 7425.00| 475.00000 12825.00 Drilled Shaft Construction, 1370 mm | | | Diameter, Class DS1 Concrete | | | 0450 508A000M 3290.000 KG | 4.00000 13160.00| 5.00000 16450.00| 4.00000 13160.00 Structural Steel | | | 0460 510A000M 140.000 M3 | 590.00000 82600.00| 425.00000 59500.00| 590.00000 82600.00 Bridge Substructure Concrete, Class A | | | 0470 510C000M LUMP| 157600.00000 157600.00| 145000.00000 145000.00| 157600.00000 157600.00 Bridge Concrete Superstructure Sta. | | | 113+33.22 Approximately 217 CUBIC | | | 0480 510E000M 708.000 M2 | 4.00000 2832.00| 4.00000 2832.00| 4.00000 2832.00 Grooving Concrete Bridge Decks | | | 0490 511A001M 36.000 EACH| 110.00000 3960.00| 90.00000 3240.00| 110.00000 3960.00 Elastomeric Bearings, Type 2 | | | 0500 513B005M 391.000 M | 410.00000 160310.00| 315.00000 123165.00| 410.00000 160310.00 Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0510 524B011M 64.000 M3 | 550.00000 35200.00| 1420.00000 90880.00| 615.00000 39360.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0520 530A001M 180.000 M | 38.50000 6930.00| 80.56000 14500.80| 75.00000 13500.00 450 mm Roadway Pipe (Class 3 R.C.) | | | 0530 530A002M 26.000 M | 56.75000 1475.50| 159.00000 4134.00| 160.00000 4160.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0540 530A003M 5.000 M | 150.00000 750.00| 185.50000 927.50| 175.00000 875.00 750 mm Roadway Pipe (Class 3 R.C.) | | | 0550 530A004M 3.000 M | 200.00000 600.00| 206.70000 620.10| 200.00000 600.00 900 mm Roadway Pipe (Class 3 R.C.) | | | 0560 530A005M 6.000 M | 200.00000 1200.00| 227.90000 1367.40| 225.00000 1350.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0570 530A101M 11.000 M | 75.00000 825.00| 132.50000 1457.50| 125.00000 1375.00 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 20047 |( 2 ) 14007 |( 3 ) 14001 |T & K CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 530A102M 6.000 M | 125.00000 750.00| 159.00000 954.00| 155.00000 930.00 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0590 530A103M 7.000 M | 135.00000 945.00| 185.50000 1298.50| 175.00000 1225.00 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0600 535A001M 119.000 M | 38.00000 4522.00| 74.20000 8829.80| 65.00000 7735.00 450 mm Side Drain Pipe | | | 0610 535A002M 92.000 M | 50.00000 4600.00| 100.70000 9264.40| 100.00000 9200.00 600 mm Side Drain Pipe | | | 0620 535A003M 12.000 M | 125.00000 1500.00| 131.44000 1577.28| 130.00000 1560.00 750 mm Side Drain Pipe | | | 0630 600A000M LUMP| 430750.00000 430750.00| 340450.00000 340450.00| 500000.00000 500000.00 Mobilization | | | 0640 601A000M 1.000 EACH| 8000.00000 8000.00| 0.01000 0.01| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0650 605A002M 13285.000 M | 11.25000 149456.25| 13.04000 173236.40| 11.32000 150386.20 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0660 605B000M 92.000 EACH| 250.00000 23000.00| 397.50000 36570.00| 250.00000 23000.00 Special Underdrain Outlet, Type A | | | 0670 606A000M 100.000 M | 22.00000 2200.00| 68.90000 6890.00| 60.00000 6000.00 150 mm Underdrain Pipe | | | 0680 610C001M 1275.000 MTON| 20.50000 26137.50| 23.32000 29733.00| 24.50000 31237.50 Loose Riprap, Class 2 | | | 0690 610D003M 942.000 M2 | 3.25000 3061.50| 3.98000 3749.16| 4.25000 4003.50 Filter Blanket, Geotextile | | | 0700 614A000M 105.000 M3 | 290.00000 30450.00| 255.00000 26775.00| 250.00000 26250.00 Slope Paving | | | 0710 619A002M 9.000 EACH| 450.00000 4050.00| 525.00000 4725.00| 450.00000 4050.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0720 619A003M 2.000 EACH| 550.00000 1100.00| 600.00000 1200.00| 600.00000 1200.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0730 619A004M 2.000 EACH| 650.00000 1300.00| 750.00000 1500.00| 750.00000 1500.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 20047 |( 2 ) 14007 |( 3 ) 14001 |T & K CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 619A005M 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 1100.00000 1100.00 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0750 619A006M 1.000 EACH| 1000.00000 1000.00| 1120.00000 1120.00| 450.00000 450.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0760 619A101M 10.000 EACH| 450.00000 4500.00| 500.00000 5000.00| 450.00000 4500.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0770 619A102M 9.000 EACH| 550.00000 4950.00| 600.00000 5400.00| 600.00000 5400.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0780 619A103M 2.000 EACH| 650.00000 1300.00| 750.00000 1500.00| 750.00000 1500.00 750 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0790 620A000M 1.000 M3 | 1500.00000 1500.00| 1200.00000 1200.00| 750.00000 750.00 Minor Structure Concrete | | | 0800 621A000M 5.000 EACH| 2225.00000 11125.00| 1950.00000 9750.00| 1800.00000 9000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0810 621A001M 1.000 EACH| 2750.00000 2750.00| 2150.00000 2150.00| 2000.00000 2000.00 Junction Boxes, Type 1, 2P Or 5 | | | 0820 621A013M 1.000 EACH| 3800.00000 3800.00| 3450.00000 3450.00| 3000.00000 3000.00 Junction Boxes, Type Special | | | 0830 621B000M 1.000 EACH| 500.00000 500.00| 550.00000 550.00| 550.00000 550.00 Junction Box Units, Type 1, 1P Or 5 | | | 0840 621B001M 1.000 EACH| 500.00000 500.00| 650.00000 650.00| 550.00000 550.00 Junction Box Units, Type 1, 2P Or 5 | | | 0850 621C020M 3.000 EACH| 1800.00000 5400.00| 1750.00000 5250.00| 1800.00000 5400.00 Inlets, Type Y | | | 0860 621D019M 3.000 EACH| 500.00000 1500.00| 475.00000 1425.00| 450.00000 1350.00 Inlet Units, Type Y | | | 0870 630A001M 950.000 M | 37.50000 35625.00| 34.50000 32775.00| 36.50000 34675.00 Steel Beam Guardrail, Class A, Type 2 | | | 0880 630C001M 5.000 EACH| 600.00000 3000.00| 800.00000 4000.00| 600.00000 3000.00 Guardrail End Anchor, Type 8 | | | 0890 630C003M 8.000 EACH| 1100.00000 8800.00| 950.00000 7600.00| 1000.00000 8000.00 Guardrail End Anchor, Type 13 | | | 0900 630C070M 15.000 EACH| 1125.00000 16875.00| 1300.00000 19500.00| 1300.00000 19500.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 20047 |( 2 ) 14007 |( 3 ) 14001 |T & K CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 650B000M 8284.000 M3 | 4.00000 33136.00| 5.89000 48792.76| 8.00000 66272.00 Topsoil From Stockpiles | | | 0920 652A054M 8.000 HA | 1350.00000 10800.00| 1235.50000 9884.00| 1235.50000 9884.00 Seeding (Mix 2A) | | | 0930 652A056M 2.000 HA | 1350.00000 2700.00| 1235.50000 2471.00| 1235.50000 2471.00 Seeding (Mix 2E) | | | 0940 652B053M 8.000 HA | 1050.00000 8400.00| 741.30000 5930.40| 741.30000 5930.40 Temporary Seeding (Mix 2AT) | | | 0950 652D054M 8.000 HA | 1500.00000 12000.00| 1235.50000 9884.00| 1235.50000 9884.00 Seeding In Stubble (Mix 2A) | | | 0960 654A001M 302.000 M2 | 3.60000 1087.20| 4.80000 1449.60| 4.80000 1449.60 Solid Sodding (Bermuda) | | | 0970 656A000M 16.000 HA | 1100.00000 17600.00| 1111.95000 17791.20| 1111.95000 17791.20 Mulching, Class A, Type 1 | | | 0980 656A001M 2.000 HA | 1500.00000 3000.00| 1111.95000 2223.90| 1111.95000 2223.90 Mulching, Class A, Type 2 | | | 0990 659A000M 4000.000 M2 | 2.00000 8000.00| 1.80000 7200.00| 1.80000 7200.00 Erosion Control Netting, Class A | | | 1000 659A001M 5224.000 M2 | 2.00000 10448.00| 1.80000 9403.20| 1.80000 9403.20 Erosion Control Netting, Class B | | | 1010 665A000M 4.000 HA | 1000.00000 4000.00| 741.30000 2965.20| 741.30000 2965.20 Temporary Seeding | | | 1020 665B000M 4.000 HA | 1000.00000 4000.00| 988.40000 3953.60| 988.40000 3953.60 Temporary Mulching | | | 1030 665F000M 1000.000 EACH| 5.00000 5000.00| 7.42000 7420.00| 8.00000 8000.00 Hay Bales | | | 1040 665I000M 1202.000 MTON| 22.00000 26444.00| 28.62000 34401.24| 30.00000 36060.00 Temporary Riprap, Class 2 | | | 1050 665J000M 2119.000 M | 10.00000 21190.00| 13.78000 29199.82| 13.00000 27547.00 Silt Fence, Type A | | | 1060 665K000M 600.000 M3 | 9.00000 5400.00| 11.13000 6678.00| 12.00000 7200.00 Drainage Sump Excavation | | | 1070 666A001M 10.000 HA | 25.00000 250.00| 87.50000 875.00| 1.00000 10.00 Pest Control Treatment | | | 1080 680A000M LUMP| 85000.00000 85000.00| 10000.00000 10000.00| 85000.00000 85000.00 Engineering Controls | | | 1090 701A028M 13.000 KM | 926.00000 12038.00| 880.00000 11440.00| 926.00000 12038.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 20047 |( 2 ) 14007 |( 3 ) 14001 |T & K CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 701A032M 14.000 KM | 926.00000 12964.00| 880.00000 12320.00| 926.00000 12964.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1110 701A037M 1.000 KM | 1081.00000 1081.00| 980.00000 980.00| 1081.00000 1081.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1120 701A038M 3.000 KM | 615.00000 1845.00| 750.00000 2250.00| 615.00000 1845.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1130 701A041M 12.000 KM | 615.00000 7380.00| 750.00000 9000.00| 615.00000 7380.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1140 701B009M 3148.000 M | 2.62000 8247.76| 3.20000 10073.60| 2.62000 8247.76 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 1150 701C000M 18.000 KM | 305.00000 5490.00| 200.00000 3600.00| 305.00000 5490.00 Broken Temporary Traffic Stripe | | | 1160 701C001M 35.000 KM | 342.00000 11970.00| 240.00000 8400.00| 342.00000 11970.00 Solid Temporary Traffic Stripe | | | 1164 701C006M 1.000 KM | 4225.00000 4225.00| 6800.00000 6800.00| 4225.00000 4225.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1166 701C009M 1.000 KM | 1988.00000 1988.00| 4800.00000 4800.00| 1988.00000 1988.00 Broken Temporary Traffic Stripe | | | (Removable Tape) | | | 1170 701D007M 1.000 KM | 1243.00000 1243.00| 1250.00000 1250.00| 1243.00000 1243.00 Solid Traffic Stripe Removed (Paint) | | | 1180 701G121M 132.000 M | 6.91000 912.12| 9.00000 1188.00| 6.91000 912.12 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1190 701G125M 132.000 M | 14.00000 1848.00| 16.00000 2112.00| 14.00000 1848.00 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1200 701G133M 132.000 M | 14.47000 1910.04| 16.00000 2112.00| 14.47000 1910.04 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1210 703A002M 661.000 M2 | 27.00000 17847.00| 29.00000 19169.00| 27.00000 17847.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 20047 |( 2 ) 14007 |( 3 ) 14001 |T & K CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1220 703B002M 60.000 M2 | 37.00000 2220.00| 35.00000 2100.00| 37.00000 2220.00 Traffic Control Legends, Class 2, Type | | | 1230 703D001M 72.000 M2 | 14.00000 1008.00| 19.00000 1368.00| 14.00000 1008.00 Temporary Traffic Control Markings | | | 1240 705A012M 385.000 EACH| 5.50000 2117.50| 5.00000 1925.00| 5.50000 2117.50 Pavement Markers, Class C, Type 1-B | | | 1250 705A023M 700.000 EACH| 5.50000 3850.00| 5.20000 3640.00| 5.50000 3850.00 Pavement Markers, Class C, Type 2-D | | | 1260 705A024M 192.000 EACH| 5.50000 1056.00| 5.40000 1036.80| 5.50000 1056.00 Pavement Markers, Class C, Type 2-E | | | 1270 705A030M 8.000 EACH| 5.50000 44.00| 5.60000 44.80| 5.50000 44.00 Pavement Markers, Class A-H, Type 2-C | | | 1280 705A031M 466.000 EACH| 5.50000 2563.00| 5.20000 2423.20| 5.50000 2563.00 Pavement Markers, Class A-H, Type 1-A | | | 1290 705A032M 381.000 EACH| 5.50000 2095.50| 5.20000 1981.20| 5.50000 2095.50 Pavement Markers, Class A-H, Type 1-B | | | 1300 705A037M 208.000 EACH| 5.50000 1144.00| 5.30000 1102.40| 5.50000 1144.00 Pavement Markers, Class A-H, Type 2-D | | | 1310 705A038M 176.000 EACH| 5.50000 968.00| 5.40000 950.40| 5.50000 968.00 Pavement Markers, Class A-H, Type 2-E | | | 1320 707B003M 2.000 EACH| 200.00000 400.00| 148.40000 296.80| 150.00000 300.00 Type A Hazard Marker Installation | | | 1330 710A115M 20.000 M2 | 130.00000 2600.00| 136.74000 2734.80| 146.00000 2920.00 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) | | | 1340 710A126M 15.000 SQ M| 175.00000 2625.00| 182.32000 2734.80| 173.00000 2595.00 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 1350 710B001M 149.000 M | 15.00000 2235.00| 15.64000 2330.36| 14.85000 2212.65 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1360 740B000M 85.000 M2 | 110.00000 9350.00| 153.70000 13064.50| 75.32000 6402.20 Construction Signs | | | 1370 740D000M 1080.000 EACH| 56.00000 60480.00| 74.20000 80136.00| 50.00000 54000.00 Channelizing Drums | | | 1380 740E000M 100.000 EACH| 15.00000 1500.00| 0.01000 1.00| 16.00000 1600.00 Cones (900 mm High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030822001 COUNTIES : TALLAPOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 20047 |( 2 ) 14007 |( 3 ) 14001 |T & K CONSTRUCTION, LLC |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1390 740F002M 50.000 EACH| 180.00000 9000.00| 318.00000 15900.00| 160.00000 8000.00 Barricades, Type III | | | 1400 740I005M 25.000 EACH| 450.00000 11250.00| 318.00000 7950.00| 350.00000 8750.00 Warning Lights, Type B (Detachable Head | | | 1410 740M001M 100.000 EACH| 8.00000 800.00| 0.01000 1.00| 8.00000 800.00 Ballast For Cone | | | 1420 741C010M 1.000 EACH| 3500.00000 3500.00| 4770.00000 4770.00| 5000.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1430 999 000M 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,021,661.67| $ 6,380,176.21| $ 6,579,566.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,021,661.67| $ 6,380,176.21| $ 6,579,566.41 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 CONTRACT TIME : 750 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-286(21) for constructing the Grade, Drainage, Pavement, Signing and Signals on the Memorial Parkway Frontage Roads from south of Weatherly Road to north of Whitesburg Drive in Huntsville. Length 2.416 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 11,651,499.11 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 505645.35000 505645.35| | Clearing & Grubbing (Approximately 10 | | | HECTARES) | | | 0020 205A001M 1.000 EACH| 704.22000 704.22| | Removal Of Structures, Structure No. 1 | | | 0030 205A002M 1.000 EACH| 704.22000 704.22| | Removal Of Structures, Structure No. 2 | | | 0040 205A003M 1.000 EACH| 16156.10000 16156.10| | Removal Of Structures, Structure No. 3 | | | 0050 205A004M 1.000 EACH| 704.22000 704.22| | Removal Of Structures, Structure No. 4 | | | 0060 206B000M LUMP| 9180.00000 9180.00| | Removal Of Old Box Culvert, Station | | | 54+56.520 | | | 0070 206B001M LUMP| 5940.00000 5940.00| | Removal Of Old Box Culvert, Station | | | 56+28.059 | | | 0080 206C000M 402.000 M2 | 5.86000 2355.72| | Removing Concrete Sidewalk | | | 0090 206C002M 356.000 M2 | 18.30000 6514.80| | Removing Concrete Slope Paving | | | 0100 206D000M 4107.000 M | 21.15000 86863.05| | Removing Pipe | | | 0110 206D001M 230.000 M | 6.48000 1490.40| | Removing Guardrail | | | 0120 206D002M 786.000 M | 10.97000 8622.42| | Removing Curb | | | 0130 206D003M 2274.000 M | 10.88000 24741.12| | Removing Curb And Gutter | | | 0140 206D011M 247.000 M | 14.29000 3529.63| | Removing Fence | | | 0150 206E000M 20.000 EACH| 134.43000 2688.60| | Removing Headwalls | | | 0160 206E001M 38.000 EACH| 250.55000 9520.90| | Removing Inlets | | | 0170 206E002M 9.000 EACH| 270.49000 2434.41| | Removing Junction Boxes | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 206E003M 38.000 EACH| 628.36000 23877.68| | Removing Manholes | | | 0190 206E008M 12.000 EACH| 135.00000 1620.00| | Removing Guardrail End Anchor (All Type | | | 0200 210A000M 36749.000 M3 | 12.87000 472959.63| | Unclassified Excavation | | | 0210 214A000M 27329.000 M3 | 9.45000 258259.05| | Structure Excavation | | | 0220 214B001M 4788.000 M3 | 12.06000 57743.28| | Foundation Backfill, Commercial | | | 0230 224A000M 100.000 M3 | 12.77000 1277.00| | Lime Sink Excavation | | | 0240 224C000M 50.000 MTON| 18.37000 918.50| | Special Backfill For Lime Sink, ALDOT | | | #467 OR #57 | | | 0250 224D000M 20.000 M3 | 183.14000 3662.80| | Concrete Seal For Lime Sink | | | 0260 231B002M 8318.000 MTON| 18.34000 152552.12| | Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0270 301A012M 70393.000 M2 | 5.48000 385753.64| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0280 305B060M 100.000 MTON| 24.41000 2441.00| | Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0290 306E000M 1.000 EACH| 7604.84000 7604.84| | State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal Of Existing Device) | | | 0300 401A000M 67048.000 M2 | 0.43000 28830.64| | Bituminous Treatment A | | | 0310 405A000M 16948.000 L | 0.40000 6779.20| | Tack Coat | | | 0320 410B000M 1.000 EACH| 1529.16000 1529.16| | State Furnished Profilograph | | | 0330 410F007M 1.000 EACH| 28845.95000 28845.95| | Laboratory Test Equipment, Gyratory | | | Compactor | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 424A360M 4373.000 MTON| 53.69000 234786.37| | Superpave Bituminous Concrete Wearing | | | Surface Layer,12.5mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 424A366M 500.000 MTON| 45.85000 22925.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,12.5mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0360 424A369M 329.000 MTON| 51.50000 16943.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,12.5mm Maximum | | | Aggregate Size Mix, ESAL C/D | | | 0370 424B651M 9137.000 MTON| 40.04000 365845.48| | Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0380 424B655M 500.000 MTON| 73.31000 36655.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0390 424B662M 909.000 MTON| 44.56000 40505.04| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0400 424C361M 17027.000 MTON| 37.95000 646174.65| | Superpave Bituminous Concrete Base | | | Layer, 37.5mm Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0410 424C371M 3249.000 MTON| 42.94000 139512.06| | Superpave Bituminous Concrete Base | | | Layer, Widening, 37.5 Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0420 430B014M 29.000 MTON| 23.16000 671.64| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0430 430B035M 500.000 MTON| 23.58000 11790.00| | Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0440 502A000M 180788.000 KG | 1.24000 224177.12| | Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 505I000M 880.000 M2 | 153.36000 134956.80| | Temporary Steel Sheet Piling | | | 0460 524A011M 2056.000 M3 | 507.60000 1043625.60| | Culvert Concrete (Cast In Place) | | | 0470 524A012M 114.000 M3 | 680.40000 77565.60| | Culvert Concrete (Precast) | | | 0480 529A001M 16.000 M2 | 345.60000 5529.60| | Concrete Retaining Wall | | | 0490 530A001M 1210.000 M | 115.94000 140287.40| | 450 mm Roadway Pipe (Class 3 R.C.) | | | 0500 530A002M 792.000 M | 126.29000 100021.68| | 600 mm Roadway Pipe (Class 3 R.C.) | | | 0510 530A003M 93.000 M | 170.10000 15819.30| | 750 mm Roadway Pipe (Class 3 R.C.) | | | 0520 530A004M 747.000 M | 190.28000 142139.16| | 900 mm Roadway Pipe (Class 3 R.C.) | | | 0530 530A005M 79.000 M | 244.28000 19298.12| | 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0540 530A006M 219.000 M | 295.72000 64762.68| | 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0550 530A007M 140.000 M | 368.15000 51541.00| | 1350 mm Roadway Pipe (Class 3 R.C.) | | | 0560 530A008M 360.000 M | 439.34000 158162.40| | 1500 mm Roadway Pipe (Class 3 R.C.) | | | 0570 530A100M 2.000 M | 252.40000 504.80| | 375 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0580 530A101M 15.000 M | 223.95000 3359.25| | 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0590 532A032M 283.000 M | 314.02000 88867.66| | 450 mm Slotted Drain Pipe | | | 0600 535A006M 35.000 M | 190.00000 6650.00| | 1200 mm Side Drain Pipe | | | 0610 600A000M LUMP| 856849.23000 856849.23| | Mobilization | | | 0620 601A000M 1.000 EACH| 13882.38000 13882.38| | Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 602A000M 91.000 EACH| 182.63000 16619.33| | Right Of Way Markers | | | 0640 602C000M 4.000 EACH| 202.15000 808.60| | Permanent Easement Marker | | | 0650 603A002M 1.000 EACH| 23183.68000 23183.68| | Furnishing Type 3 Field Office | | | 0660 606A000M 500.000 M | 31.39000 15695.00| | 150 mm Underdrain Pipe | | | 0670 610C001M 785.000 MTON| 23.34000 18321.90| | Loose Riprap, Class 2 | | | 0680 610D000M 1010.000 M2 | 3.63000 3666.30| | Filter Blanket | | | 0690 614A000M 672.000 M3 | 336.08000 225845.76| | Slope Paving | | | 0700 618A000M 352.000 M2 | 40.77000 14351.04| | Concrete Sidewalk, 100 mm Thick | | | 0710 619A002M 16.000 EACH| 630.68000 10090.88| | 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0720 619A003M 5.000 EACH| 676.52000 3382.60| | 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0730 619A058M 1.000 EACH| 3182.04000 3182.04| | 1350 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0740 619A106M 2.000 EACH| 1503.02000 3006.04| | 1200 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0750 620A000M 5.000 M3 | 918.00000 4590.00| | Minor Structure Concrete | | | 0760 621A000M 31.000 EACH| 1728.00000 53568.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0770 621A001M 1.000 EACH| 2268.00000 2268.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0780 621A005M 9.000 EACH| 1728.00000 15552.00| | Junction Boxes, Type 1 | | | 0790 621A030M 4.000 EACH| 1728.00000 6912.00| | Junction Boxes, Type 1 Or 5 | | | 0800 621B001M 1.000 EACH| 648.00000 648.00| | Junction Box Units, Type 1, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 621B005M 8.000 EACH| 702.00000 5616.00| | Junction Box Units, Type 1 | | | 0820 621B015M 5.000 EACH| 702.00000 3510.00| | Junction Box Units, Type 1 Or 5 | | | 0830 621C001M 1.000 EACH| 1296.00000 1296.00| | Inlets, Type B | | | 0840 621C015M 71.000 EACH| 2106.00000 149526.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0850 621C016M 29.000 EACH| 2268.00000 65772.00| | Inlets, Type S2 Or S4 (1 Wing) | | | 0860 621C017M 7.000 EACH| 2484.00000 17388.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0870 621C018M 6.000 EACH| 2592.00000 15552.00| | Inlets, Type S2 Or S4 (2 Wing) | | | 0880 621C020M 2.000 EACH| 2160.00000 4320.00| | Inlets, Type Y | | | 0890 621C027M 11.000 EACH| 1296.00000 14256.00| | Inlets, Type C | | | 0900 621C105M 3.000 EACH| 3888.00000 11664.00| | Inlets, Type CV4.5 (Single) | | | 0910 621D002M 1.000 EACH| 324.00000 324.00| | Inlet Units, Type C | | | 0920 621D015M 35.000 EACH| 486.00000 17010.00| | Inlet Units, Type S1 Or S3 | | | 0930 621D016M 18.000 EACH| 648.00000 11664.00| | Inlet Units, Type S2 Or S4 | | | 0940 621D019M 5.000 EACH| 324.00000 1620.00| | Inlet Units, Type Y | | | 0950 621D105M 2.000 EACH| 540.00000 1080.00| | Inlet Units, Type CV4.5 (Single) | | | 0960 621E005M 43.000 EACH| 1444.39000 62108.77| | Manholes, Type L Or M (Sanitary) | | | 0970 621F006M 66.000 EACH| 263.84000 17413.44| | Manhole Units, Type L Or M (Sanitary) | | | 0980 621F030M 3.000 EACH| 447.77000 1343.31| | Manhole Height Adjustment | | | 0990 623A001M 1176.000 M | 80.02000 94103.52| | Concrete Gutter (Valley) | | | 1000 623B000M 1021.000 M | 51.86000 52949.06| | Concrete Curb, Type N | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 623C000M 7778.000 M | 44.78000 348298.84| | Combination Curb & Gutter, Type C | | | 1020 630A001M 346.000 M | 50.11000 17338.06| | Steel Beam Guardrail, Class A, Type 2 | | | 1030 630C001M 14.000 EACH| 702.00000 9828.00| | Guardrail End Anchor, Type 8 | | | 1040 630C050M 8.000 EACH| 1512.00000 12096.00| | Guardrail End Anchor, Type 20 Series | | | 1050 630C070M 2.000 EACH| 1350.00000 2700.00| | Guardrail End Anchor, Type 10 Series | | | 1060 634A002M 207.000 M | 17.28000 3576.96| | Industrial Fence, 1.83 Meters High | | | 1070 634D040M 4.000 EACH| 1404.00000 5616.00| | Gate,10 Meters Wide,Complete With | | | Fittings And Rollers | | | 1080 641A036M 548.000 M | 179.17000 98185.16| | 203.2 Millimeter D.I. Water Main Laid | | | 1090 641A037M 829.000 M | 200.15000 165924.35| | 254 Millimeter D.I. Water Main Laid | | | 1100 641A040M 396.000 M | 457.27000 181078.92| | 406.4 Millimeter D.I. Water Main Laid | | | 1110 641A041M 2220.000 M | 281.66000 625285.20| | 457.2 Millimeter D.I. Water Main Laid | | | 1120 641J000M 26.000 EACH| 3061.37000 79595.62| | Fire Hydrant | | | 1130 645A047M 1334.000 M | 279.83000 373293.22| | 203.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 1140 645A048M 1534.000 M | 291.71000 447483.14| | 254 Millimeter D.I. Sanitary Sewer Pipe | | | 1150 645A056M 117.000 M | 357.70000 41850.90| | 304.8 Millimeter D.I. Sanitary Sewer | | | Pipe (Class 50) | | | 1160 645A070M 109.000 M | 532.98000 58094.82| | 457.2 Millimeter D.I. Sanitary Sewer | | | Pipe | | | 1170 649A023M 31.000 M | 430.60000 13348.60| | 304.8 Millimeter Encasement Pipe, Type | | | 2 Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 649A033M 73.000 M | 472.82000 34515.86| | 406.4 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1190 649A036M 43.000 M | 684.83000 29447.69| | 609.6 Millimeter Encasement Pipe, Type | | | 2 Installation | | | 1200 649A047M 109.000 M | 1107.86000 120756.74| | 762 Millimeter Encasement Pipe, Type 2 | | | Installation | | | 1210 650A000M 9749.000 M3 | 14.72000 143505.28| | Topsoil | | | 1220 652A050M 8.000 HA | 1600.56000 12804.48| | Seeding (Mix 1A) | | | 1230 652A053M 2.000 HA | 1600.56000 3201.12| | Seeding (Mix 1E) | | | 1240 652B050M 8.000 HA | 1600.56000 12804.48| | Temporary Seeding (Mix 1AT) | | | 1250 652D050M 8.000 HA | 1600.56000 12804.48| | Seeding In Stubble (Mix 1A) | | | 1260 654A001M 500.000 M2 | 8.12000 4060.00| | Solid Sodding (Bermuda) | | | 1270 656A000M 10.000 HA | 1200.42000 12004.20| | Mulching, Class A, Type 1 | | | 1280 659A000M 500.000 M2 | 2.65000 1325.00| | Erosion Control Netting, Class A | | | 1290 659A001M 500.000 M2 | 2.65000 1325.00| | Erosion Control Netting, Class B | | | 1300 665A000M 10.000 HA | 1600.56000 16005.60| | Temporary Seeding | | | 1310 665B000M 10.000 HA | 1200.42000 12004.20| | Temporary Mulching | | | 1320 665C001M 100.000 M | 111.49000 11149.00| | 450 mm Temporary Pipe | | | 1330 665F000M 168.000 EACH| 11.99000 2014.32| | Hay Bales | | | 1340 665G000M 200.000 EACH| 6.88000 1376.00| | Sand Bags | | | 1350 665I000M 26.000 MTON| 44.61000 1159.86| | Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 665J000M 2008.000 M | 9.69000 19457.52| | Silt Fence, Type A | | | 1370 665K000M 50.000 M3 | 10.59000 529.50| | Drainage Sump Excavation | | | 1380 680A000M LUMP| 171574.42000 171574.42| | Engineering Controls | | | 1390 701A028M 3.000 KM | 1220.40000 3661.20| | Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1400 701A032M 5.000 KM | 1220.40000 6102.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1410 701A041M 8.000 KM | 669.60000 5356.80| | Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 1420 701A046M 1.000 KM | 669.60000 669.60| | Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 1430 701B009M 1571.000 M | 3.51000 5514.21| | Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 1440 701C000M 15.000 KM | 286.20000 4293.00| | Broken Temporary Traffic Stripe | | | 1450 701C001M 13.000 KM | 319.68000 4155.84| | Solid Temporary Traffic Stripe | | | 1460 701F000M 290.000 M | 2.11000 611.90| | Dotted Temporary Traffic Stripe | | | 1470 701H000M 500.000 M | 1.94000 970.00| | Solid Traffic Stripe Removed (Paint) | | | 1480 701H005M 500.000 M | 1.94000 970.00| | Broken Traffic Stripe Removed (Paint) | | | 1490 703A002M 1014.000 M2 | 29.06000 29466.84| | Traffic Control Markings, Class 2, Type | | | A | | | 1500 703B002M 125.000 M2 | 34.87000 4358.75| | Traffic Control Legends, Class 2, Type | | | 1510 703D001M 1097.000 M2 | 17.44000 19131.68| | Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1520 703E001M 89.000 M2 | 23.22000 2066.58| | Temporary Traffic Control Legends | | | 1530 705A011M 100.000 EACH| 5.40000 540.00| | Pavement Markers, Class C, Type 1-A | | | 1540 705A023M 48.000 EACH| 5.40000 259.20| | Pavement Markers, Class C, Type 2-D | | | 1550 705A030M 59.000 EACH| 5.94000 350.46| | Pavement Markers, Class A-H, Type 2-C | | | 1560 705A031M 468.000 EACH| 5.94000 2779.92| | Pavement Markers, Class A-H, Type 1-A | | | 1570 705A032M 75.000 EACH| 5.94000 445.50| | Pavement Markers, Class A-H, Type 1-B | | | 1580 705A037M 61.000 EACH| 5.94000 362.34| | Pavement Markers, Class A-H, Type 2-D | | | 1590 705A038M 49.000 EACH| 5.94000 291.06| | Pavement Markers, Class A-H, Type 2-E | | | 1600 707B003M 2.000 EACH| 286.20000 572.40| | Type A Hazard Marker Installation | | | 1610 710A115M 21.000 M2 | 174.96000 3674.16| | 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) | | | 1620 710A126M 29.000 SQ M| 235.44000 6827.76| | Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 1630 710A140M 38.000 SQ M| 262.44000 9972.72| | Class 6, Aluminum Multiple Flat Sign | | | Panels 3.175mm Thick Or Steel Multiple | | | Flat Sign Panels 2.657mm Thick(Ty.III | | | Bckgrd) | | | 1640 710A141M 36.000 SQ M| 274.32000 9875.52| | Class 6, Aluminum Flat Sign Panels 3. | | | 175mm Thick Or Steel Flat Sign Panels 2.| | | 657mm Thick(Type III Background) | | | 1650 710B001M 256.000 M | 30.24000 7741.44| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1660 715A000M LUMP| 26330.40000 26330.40| | Overhead Roadway Sign Structure NO. 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1670 715A001M LUMP| 28058.40000 28058.40| | Overhead Roadway Sign Structure NO. 2 | | | 1680 715A002M LUMP| 28890.00000 28890.00| | Overhead Roadway Sign Structure NO. 3 | | | 1690 715A003M LUMP| 27486.00000 27486.00| | Overhead Roadway Sign Structure NO. 4 | | | 1700 726A000M 433.000 M | 29.68000 12851.44| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1710 730A000M LUMP| 3375.00000 3375.00| | Removal Of Existing Traffic Control | | | Unit (WEATHERLY RD & MEMORIAL PKWY | | | 1720 730A001M LUMP| 3421.44000 3421.44| | Removal Of Existing Traffic Control | | | Unit (WHITESBURG DR & MEMORIAL PKWY | | | FRONTAGE | | | 1730 730A002M LUMP| 1522.80000 1522.80| | Removal Of Existing Traffic Control | | | Unit (WHITESBURG DR & BLANDA DR) | | | 1740 730A003M LUMP| 3041.28000 3041.28| | Removal Of Existing Traffic Control | | | Unit (WEATHERLY RD & BLANDA DR) | | | 1750 730A012M LUMP| 1330.56000 1330.56| | Removal Of Existing Traffic Control | | | Unit (Partial) ( MEADOWVIEW DR AND | | | MEMORIAL PKWY) | | | 1760 730C000M LUMP| 6082.56000 6082.56| | Furnishing And Installing Traffic | | | Control Unit( WEATHERLY RD & MEMORIAL | | | PKWY | | | 1770 730C001M LUMP| 5508.00000 5508.00| | Furnishing And Installing Traffic | | | Control Unit ( WHITESBURG DR & MEMORIAL | | | PKWY | | | 1780 730C002M LUMP| 3423.60000 3423.60| | Furnishing And Installing Traffic | | | Control Unit ( WHITESBURG DR & BLANDA | | | DR) | | | 1790 730C003M LUMP| 4374.00000 4374.00| | Furnishing And Installing Traffic | | | Control Unit ( WEATHERLY RD & BLANDA DR)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1800 730C004M LUMP| 2851.20000 2851.20| | Furnishing And Installing Traffic | | | Control Unit ( MEADOWBROOK DR & | | | MEMORIAL PKWY) | | | 1840 730E000M 24.000 EACH| 1188.00000 28512.00| | Metal Traffic Signal Pole Foundation | | | 1850 730F000M 1.000 EACH| 2376.00000 2376.00| | Metal Traffic Signal Pole With 7.3 M | | | MAST ARM ASSEMBLY | | | 1860 730G001M 23.000 EACH| 2646.00000 60858.00| | Metal Traffic Signal Strain Pole | | | 1870 730H001M 3554.000 M | 7.13000 25340.02| | Loop Wire | | | 1880 730I001M 1892.000 M | 3.80000 7189.60| | Loop Dectector Lead-In-Cable | | | 1890 730J010M 52.000 EACH| 75.60000 3931.20| | Vehicle Loop Detector | | | 1900 730K000M 16.000 EACH| 486.00000 7776.00| | Traffic Signal Junction Box | | | 1910 730L002M 250.000 M | 13.59000 3397.50| | 27Millimeter Metallic, Conduit | | | 1920 730L005M 171.000 M | 14.49000 2477.79| | 53 Millimeter Non-Metallic, Conduit | | | 1930 730L007M 137.000 M | 16.87000 2311.19| | 78 Millimeter, Non-Metallic, Conduit | | | 1940 730N010M 20.000 EACH| 712.80000 14256.00| | Luminaire Extension Assembly, 3.7 M | | | 1950 730P022M 36.000 EACH| 820.80000 29548.80| | Vehicular Signal Head, 300 Millimeter, | | | 3 Section, Type LED | | | 1960 730P024M 14.000 EACH| 1188.00000 16632.00| | Vehicular Signal Head, 300 Millimeter, | | | 5 Section, Type LED | | | 1970 730R022M 4.000 EACH| 9936.00000 39744.00| | Controller Assembly, Type III, 8 Phase | | | 1980 730T000M 4.000 EACH| 475.20000 1900.80| | Wood Pole | | | 1990 740B000M 171.000 M2 | 190.45000 32566.95| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 003 -14 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20030822003 COUNTIES : MADISON LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 2000 740D000M 1840.000 EACH| 72.22000 132884.80| | Channelizing Drums | | | 2010 740E000M 100.000 EACH| 13.87000 1387.00| | Cones (900 mm High) | | | 2020 740F002M 41.000 EACH| 226.57000 9289.37| | Barricades, Type III | | | 2030 740I005M 31.000 EACH| 654.57000 20291.67| | Warning Lights, Type B (Detachable Head | | | 2040 740M001M 100.000 EACH| 9.20000 920.00| | Ballast For Cone | | | 2050 741C010M 2.000 EACH| 6372.34000 12744.68| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2060 742A001M 2.000 EACH| 12744.67000 25489.34| | Portable Changeable Message Sign, Type | | | 2070 756A020M 120.000 M | 62.64000 7516.80| | 53 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 2080 756A021M 37.000 M | 68.31000 2527.47| | 78 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 2090 756A022M 51.000 M | 74.09000 3778.59| | 103 mm Electrical Conduit, 1 Line, Type | | | 5 Installation | | | 2100 999 000M 3000.000 HOUR| 0.80000 2400.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 11,651,499.11| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,651,499.11| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20030822004 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 CONTRACT TIME : 580 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : APD-471(520) for constructing the Base and Pavement on Corridor "X" from C.R.#11 to S.R.#118 (U.S.#78) north of Cedrum. Length 4.627 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 30006 DUNN CONSTRUCTION CO. & S.T. BUNN CONSTRUCTION CO., INC. $ 9,861,813.54 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 10,427,803.59 105.7392% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030822004 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30006 |( 2 ) 19074 |( ) |DUNN & S. T. BUNN |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 29473.000 CUYD| 2.71000 79871.83| 4.00000 117892.00| Unclassified Excavation | | | 0020 210D000 17472.000 CUYD| 5.54000 96794.88| 4.00000 69888.00| Borrow Excavation | | | 0030 210D025 48989.000 CUYD| 5.50000 269439.50| 4.50000 220450.50| Borrow Excavation(Improved Roadbed) | | | 0040 230A000 499.000 RBST| 572.09000 285472.91| 500.00000 249500.00| Roadbed Processing | | | 0050 301A012 243907.000 SQYD| 4.00000 975628.00| 5.25000 1280511.75| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0060 327E000 48410.000 TON | 23.00000 1113430.00| 32.00000 1549120.00| Permeable Asphalt Treated Base | | | 0070 401A043 232546.000 SQYD| 0.95000 220918.70| 0.60000 139527.60| Bituminous Treatment AE | | | 0080 410C000 1.000 EACH| 10286.91000 10286.91| 35000.00000 35000.00| Contractor Retained Profilograph | | | 0090 410H000 1.000 EACH| 122000.00000 122000.00| 250000.00000 250000.00| Material Remixing Device | | | 0100 420A011 6636.000 TON | 50.53000 335317.08| 48.00000 318528.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0110 423A002 13077.000 TON | 45.13000 590165.01| 43.00000 562311.00| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0120 423B000 28989.000 TON | 43.02000 1247106.78| 39.50000 1145065.50| Stone Matrix Asphalt Binder Layer, 1 | | | 1/2" Maximum Aggregate Size | | | 0130 424A361 4375.000 TON | 35.67000 156056.25| 36.00000 157500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424B582 75329.000 TON | 29.03000 2186800.87| 32.00000 2410528.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0150 424B652 9279.000 TON | 29.93000 277720.47| 33.00000 306207.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030822004 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30006 |( 2 ) 19074 |( ) |DUNN & S. T. BUNN |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424C281 770.000 TON | 37.51000 28882.70| 35.00000 26950.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0170 428C000 93377.000 LF | 0.12000 11205.24| 0.15000 14006.55| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0180 450B000 324.000 SQYD| 72.21000 23396.04| 100.00000 32400.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0190 600A000 LUMP| 789210.00000 789210.00| 500000.00000 500000.00| Mobilization | | | 0200 601A000 1.000 EACH| 12034.74000 12034.74| 15000.00000 15000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0210 603A002 1.000 EACH| 24069.48000 24069.48| 15000.00000 15000.00| Furnishing Type 3 Field Office | | | 0220 605A002 98502.000 LF | 2.89000 284670.78| 3.50000 344757.00| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0230 605B000 192.000 EACH| 265.00000 50880.00| 375.00000 72000.00| Special Underdrain Outlet, Type A | | | 0240 630A001 8677.000 LF | 11.60000 100653.20| 11.28000 97876.56| Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C001 22.000 EACH| 690.07000 15181.54| 671.00000 14762.00| Guardrail End Anchor, Type 8 | | | 0260 630C003 6.000 EACH| 1187.83000 7126.98| 1155.00000 6930.00| Guardrail End Anchor, Type 13 | | | 0270 630C050 9.000 EACH| 1481.96000 13337.64| 1441.00000 12969.00| Guardrail End Anchor, Type 20 Series | | | 0280 630C070 19.000 EACH| 1380.14000 26222.66| 1342.00000 25498.00| Guardrail End Anchor, Type 10 Series | | | 0290 635A000 200.000 LF | 14.14000 2828.00| 13.75000 2750.00| Woven Wire Fence | | | 0300 635B001 1.000 EACH| 509.07000 509.07| 495.00000 495.00| Gate, 14 Feet Wide | | | 0310 650A000 29365.000 CUYD| 6.02000 176777.30| 5.00000 146825.00| Topsoil | | | 0320 651B000 23.000 TON | 39.81000 915.63| 44.00000 1012.00| Agricultural Limestone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20030822004 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 30006 |( 2 ) 19074 |( ) |DUNN & S. T. BUNN |S & M EQUIPMENT CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 652A050 14.000 ACRE| 568.64000 7960.96| 495.00000 6930.00| Seeding (Mix 1A) | | | 0340 652B050 9.000 ACRE| 341.18000 3070.62| 440.00000 3960.00| Temporary Seeding (Mix 1AT) | | | 0350 652C000 23.000 ACRE| 56.86000 1307.78| 60.50000 1391.50| Mowing | | | 0360 652D050 9.000 ACRE| 568.64000 5117.76| 660.00000 5940.00| Seeding In Stubble (Mix 1A) | | | 0370 654A001 3265.000 SQYD| 4.55000 14855.75| 3.85000 12570.25| Solid Sodding (Bermuda) | | | 0380 656A000 23.000 ACRE| 540.22000 12425.06| 462.00000 10626.00| Mulching, Class A, Type 1 | | | 0390 659A000 3561.000 SQYD| 1.71000 6089.31| 1.98000 7050.78| Erosion Control Netting, Class A | | | 0400 665A000 16.000 ACRE| 341.18000 5458.88| 440.00000 7040.00| Temporary Seeding | | | 0410 665F000 268.000 EACH| 7.22000 1934.96| 5.00000 1340.00| Hay Bales | | | 0420 665J000 14880.000 LF | 3.61000 53716.80| 5.00000 74400.00| Silt Fence, Type A | | | 0430 666A001 23.000 ACRE| 39.81000 915.63| 11.00000 253.00| Pest Control Treatment | | | 0440 680A000 LUMP| 208312.66000 208312.66| 150000.00000 150000.00| Engineering Controls | | | 0450 740B000 144.000 SQFT| 10.83000 1559.52| 10.00000 1440.00| Construction Signs | | | 0460 740F002 2.000 EACH| 288.83000 577.66| 0.80000 1.60| Barricades, Type III | | | 0470 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,861,813.54| $ 10,427,803.59| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,861,813.54| $ 10,427,803.59| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20030822006 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 CONTRACT TIME : 600 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : APD-471(515) for constructing the Dual Bridges (3 sites) on Corridor "X" over Burnt Caine Creek, C.R.#81 and Burlington Northern/Santa Fe Railroad south of Dora. Length - 0.227 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 7,695,524.41 100.0000% 2 20056 TRI-STAR INFRASTRUCTURE, LLC $ 8,905,783.06 115.7268% 3 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 8,928,760.40 116.0254% 4 19007 SCOTT BRIDGE COMPANY, INC. $ 9,551,395.85 124.1162% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030822006 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 20056 |( 3 ) 08016 |R. R. DAWSON BRIDGE COMPANY |TRI-STAR INFRASTRUCTURE, LL |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 215A000 4730.000 CUYD| 20.00000 94600.00| 25.00000 118250.00| 18.00000 85140.00 Unclassified Bridge Excavation | | | 0020 215B000 LUMP| 30000.00000 30000.00| 1.00000 1.00| 35000.00000 35000.00 Cofferdams Or Sheeting And Shoring, STA | | | 312+90.00, EBL | | | 0030 215B001 LUMP| 30000.00000 30000.00| 1.00000 1.00| 35000.00000 35000.00 Cofferdams Or Sheeting And Shoring, STA | | | 312+90.00, WBL | | | 0040 215B002 LUMP| 20000.00000 20000.00| 1.00000 1.00| 35000.00000 35000.00 Cofferdams Or Sheeting And Shoring, STA | | | 29+87.39, EBL | | | 0050 215B003 LUMP| 20000.00000 20000.00| 1.00000 1.00| 35000.00000 35000.00 Cofferdams Or Sheeting And Shoring, STA | | | 29+35.10, WBL | | | 0060 502A001 1070500.000 LB | 0.45000 481725.00| 0.50000 535250.00| 0.47000 503135.00 Steel Reinforcement (Grade 60) | | | 0070 502B000 LUMP| 97400.00000 97400.00| 90000.00000 90000.00| 102000.00000 102000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 312+90.00 EBL | | | 0080 502B001 LUMP| 97400.00000 97400.00| 90000.00000 90000.00| 102000.00000 102000.00 Steel Reinforcement For Bridge | | | Superstructure STA 312+90.00, WBL | | | 0090 502B002 LUMP| 58800.00000 58800.00| 55000.00000 55000.00| 53000.00000 53000.00 Steel Reinforcement For Bridge | | | Superstructure STA 29+35.10, WBL | | | 0100 502B003 LUMP| 58800.00000 58800.00| 55000.00000 55000.00| 53000.00000 53000.00 Steel Reinforcement For Bridge | | | Superstructure STA 29+87.39, EBL | | | 0110 502B004 LUMP| 69000.00000 69000.00| 70000.00000 70000.00| 60000.00000 60000.00 Steel Reinforcement For Bridge | | | Superstructure STA 116+50.338, EBL | | | 0120 502B005 LUMP| 69000.00000 69000.00| 70000.00000 70000.00| 60000.00000 60000.00 Steel Reinforcement For Bridge | | | Superstructure STA 115+54.322, WBL | | | 0130 505G003 312.000 EACH| 90.00000 28080.00| 100.00000 31200.00| 102.00000 31824.00 Pile Points (Type A, 12") | | | 0140 505M002 7650.000 LF | 23.00000 175950.00| 24.00000 183600.00| 23.00000 175950.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030822006 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 20056 |( 3 ) 08016 |R. R. DAWSON BRIDGE COMPANY |TRI-STAR INFRASTRUCTURE, LL |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506A000 541.000 LF | 125.00000 67625.00| 100.00000 54100.00| 121.00000 65461.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0160 506B004 252.000 LF | 400.00000 100800.00| 350.00000 88200.00| 423.00000 106596.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0170 506C043 793.000 LF | 90.00000 71370.00| 50.00000 39650.00| 61.00000 48373.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0180 508A000 68145.000 LB | 2.75000 187398.75| 3.00000 204435.00| 2.50000 170362.50 Structural Steel | | | 0190 510A000 5029.000 CUYD| 250.00000 1257250.00| 420.00000 2112180.00| 300.00000 1508700.00 Bridge Substructure Concrete, Class A | | | 0200 510C051 LUMP| 397000.00000 397000.00| 410000.00000 410000.00| 560000.00000 560000.00 Bridge Concrete Superstructure, STA | | | 312+90.00 EBL | | | 0210 510C052 LUMP| 397000.00000 397000.00| 410000.00000 410000.00| 560000.00000 560000.00 Bridge Concrete Superstructure, STA. | | | 312+90.00, WBL | | | 0220 510C053 LUMP| 219000.00000 219000.00| 240000.00000 240000.00| 310000.00000 310000.00 Bridge Concrete Superstructure, STA | | | 29+87.39, EBL | | | 0230 510C054 LUMP| 219000.00000 219000.00| 240000.00000 240000.00| 310000.00000 310000.00 Bridge Concrete Superstructure, STA | | | 29+35.10, WBL | | | 0240 510C055 LUMP| 229000.00000 229000.00| 250000.00000 250000.00| 335000.00000 335000.00 Bridge Concrete Superstructure, STA | | | 116+50.34, EBL | | | 0250 510C056 LUMP| 229000.00000 229000.00| 250000.00000 250000.00| 335000.00000 335000.00 Bridge Concrete Superstructure, STA | | | 115+54.32, WBL | | | 0260 510E000 13800.000 SQYD| 2.50000 34500.00| 1.49000 20562.00| 7.00000 96600.00 Grooving Concrete Bridge Decks | | | 0270 511A001 352.000 EACH| 115.00000 40480.00| 100.00000 35200.00| 115.00000 40480.00 Elastomeric Bearings, Type 2 | | | 0280 513B004 718.000 LF | 57.00000 40926.00| 120.00000 86160.00| 65.00000 46670.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0290 513B005 2206.000 LF | 77.00000 169862.00| 120.00000 264720.00| 95.00000 209570.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030822006 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 20056 |( 3 ) 08016 |R. R. DAWSON BRIDGE COMPANY |TRI-STAR INFRASTRUCTURE, LL |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 513B017 12154.000 LF | 112.00000 1361248.00| 120.00000 1458480.00| 110.00000 1336940.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0310 513B019 4487.000 LF | 95.00000 426265.00| 120.00000 538440.00| 120.00000 538440.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0320 600A000 LUMP| 300000.00000 300000.00| 440000.00000 440000.00| 350000.00000 350000.00 Mobilization | | | 0330 601A000 1.000 EACH| 5000.00000 5000.00| 7500.00000 7500.00| 25000.00000 25000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0340 603A002 1.000 EACH| 20000.00000 20000.00| 20000.00000 20000.00| 25000.00000 25000.00 Furnishing Type 3 Field Office | | | 0350 609A000 4069.000 SQYD| 20.00000 81380.00| 15.00000 61035.00| 9.00000 36621.00 Aggregate Slope Protection | | | 0360 609B000 4069.000 SQYD| 2.00000 8138.00| 3.50000 14241.50| 3.00000 12207.00 Geotextile Filter For Aggregate Slope | | | Protection | | | 0370 610C001 3000.000 TON | 35.00000 105000.00| 29.00000 87000.00| 20.00000 60000.00 Loose Riprap, Class 2 | | | 0380 610D003 2400.000 SQYD| 2.00000 4800.00| 3.00000 7200.00| 3.00000 7200.00 Filter Blanket, Geotextile | | | 0390 614A001 443.000 CUYD| 214.50000 95023.50| 200.00000 88600.00| 330.00000 146190.00 Slope Paving (Under Bridges) | | | 0400 635A000 1611.000 LF | 4.36000 7023.96| 3.96000 6379.56| 5.00000 8055.00 Woven Wire Fence | | | 0410 635B001 8.000 EACH| 757.90000 6063.20| 689.00000 5512.00| 835.00000 6680.00 Gate, 14 Feet Wide | | | 0420 652A050 1.000 ACRE| 500.00000 500.00| 1000.00000 1000.00| 1250.00000 1250.00 Seeding (Mix 1A) | | | 0430 652B050 1.000 ACRE| 400.00000 400.00| 500.00000 500.00| 650.00000 650.00 Temporary Seeding (Mix 1AT) | | | 0440 652D050 1.000 ACRE| 400.00000 400.00| 750.00000 750.00| 800.00000 800.00 Seeding In Stubble (Mix 1A) | | | 0450 654A001 98.000 SQYD| 6.00000 588.00| 4.00000 392.00| 8.00000 784.00 Solid Sodding (Bermuda) | | | 0460 656A000 2.000 ACRE| 400.00000 800.00| 800.00000 1600.00| 500.00000 1000.00 Mulching, Class A, Type 1 | | | 0470 665A000 1.000 ACRE| 660.00000 660.00| 400.00000 400.00| 500.00000 500.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030822006 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04008 |( 2 ) 20056 |( 3 ) 08016 |R. R. DAWSON BRIDGE COMPANY |TRI-STAR INFRASTRUCTURE, LL |HILL BROTHERS CONSTRUCTION & EN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 665B000 1.000 ACRE| 440.00000 440.00| 400.00000 400.00| 500.00000 500.00 Temporary Mulching | | | 0490 665F000 410.000 EACH| 10.00000 4100.00| 9.00000 3690.00| 10.00000 4100.00 Hay Bales | | | 0500 665I000 1568.000 TON | 35.00000 54880.00| 33.00000 51744.00| 20.00000 31360.00 Temporary Riprap, Class 2 | | | 0510 665J000 9556.000 LF | 7.00000 66892.00| 3.00000 28668.00| 2.50000 23890.00 Silt Fence, Type A | | | 0520 665K000 14.000 CUYD| 50.00000 700.00| 40.00000 560.00| 50.00000 700.00 Drainage Sump Excavation | | | 0530 665L000 544.000 LF | 20.00000 10880.00| 12.00000 6528.00| 30.00000 16320.00 Floating Basin Boom | | | 0540 666A001 2.000 ACRE| 30.00000 60.00| 10.00000 20.00| 75.00000 150.00 Pest Control Treatment | | | 0550 680A000 LUMP| 97000.00000 97000.00| 40000.00000 40000.00| 175000.00000 175000.00 Engineering Controls | | | 0560 726A000 530.000 LF | 40.00000 21200.00| 35.00000 18550.00| 43.00000 22790.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0570 740B000 139.000 SQFT| 11.00000 1529.00| 8.00000 1112.00| 12.10000 1681.90 Construction Signs | | | 0580 740D000 30.000 EACH| 64.90000 1947.00| 55.00000 1650.00| 75.00000 2250.00 Channelizing Drums | | | 0590 740E000 100.000 EACH| 19.80000 1980.00| 9.80000 980.00| 25.00000 2500.00 Cones (36 Inches High) | | | 0600 740F002 24.000 EACH| 275.00000 6600.00| 160.00000 3840.00| 305.00000 7320.00 Barricades, Type III | | | 0610 740I005 12.000 EACH| 715.00000 8580.00| 100.00000 1200.00| 785.00000 9420.00 Warning Lights, Type B (Detachable Head | | | 0620 740M001 100.000 EACH| 8.80000 880.00| 7.00000 700.00| 10.00000 1000.00 Ballast For Cone | | | 0630 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 | $ 7,695,524.41| $ 8,905,783.06| $ 8,928,760.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,695,524.41| $ 8,905,783.06| $ 8,928,760.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030822006 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 215A000 4730.000 CUYD| 36.00000 170280.00| | Unclassified Bridge Excavation | | | 0020 215B000 LUMP| 69000.00000 69000.00| | Cofferdams Or Sheeting And Shoring, STA | | | 312+90.00, EBL | | | 0030 215B001 LUMP| 69000.00000 69000.00| | Cofferdams Or Sheeting And Shoring, STA | | | 312+90.00, WBL | | | 0040 215B002 LUMP| 56000.00000 56000.00| | Cofferdams Or Sheeting And Shoring, STA | | | 29+87.39, EBL | | | 0050 215B003 LUMP| 51500.00000 51500.00| | Cofferdams Or Sheeting And Shoring, STA | | | 29+35.10, WBL | | | 0060 502A001 1070500.000 LB | 0.50000 535250.00| | Steel Reinforcement (Grade 60) | | | 0070 502B000 LUMP| 110000.00000 110000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 312+90.00 EBL | | | 0080 502B001 LUMP| 110000.00000 110000.00| | Steel Reinforcement For Bridge | | | Superstructure STA 312+90.00, WBL | | | 0090 502B002 LUMP| 66000.00000 66000.00| | Steel Reinforcement For Bridge | | | Superstructure STA 29+35.10, WBL | | | 0100 502B003 LUMP| 66000.00000 66000.00| | Steel Reinforcement For Bridge | | | Superstructure STA 29+87.39, EBL | | | 0110 502B004 LUMP| 75000.00000 75000.00| | Steel Reinforcement For Bridge | | | Superstructure STA 116+50.338, EBL | | | 0120 502B005 LUMP| 75000.00000 75000.00| | Steel Reinforcement For Bridge | | | Superstructure STA 115+54.322, WBL | | | 0130 505G003 312.000 EACH| 140.00000 43680.00| | Pile Points (Type A, 12") | | | 0140 505M002 7650.000 LF | 24.00000 183600.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030822006 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506A000 541.000 LF | 106.00000 57346.00| | Drilled Shaft Excavation, 4'-6" Diamete | | | 0160 506B004 252.000 LF | 370.00000 93240.00| | Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0170 506C043 793.000 LF | 53.00000 42029.00| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0180 508A000 68145.000 LB | 2.50000 170362.50| | Structural Steel | | | 0190 510A000 5029.000 CUYD| 330.00000 1659570.00| | Bridge Substructure Concrete, Class A | | | 0200 510C051 LUMP| 450000.00000 450000.00| | Bridge Concrete Superstructure, STA | | | 312+90.00 EBL | | | 0210 510C052 LUMP| 450000.00000 450000.00| | Bridge Concrete Superstructure, STA. | | | 312+90.00, WBL | | | 0220 510C053 LUMP| 227000.00000 227000.00| | Bridge Concrete Superstructure, STA | | | 29+87.39, EBL | | | 0230 510C054 LUMP| 227000.00000 227000.00| | Bridge Concrete Superstructure, STA | | | 29+35.10, WBL | | | 0240 510C055 LUMP| 303000.00000 303000.00| | Bridge Concrete Superstructure, STA | | | 116+50.34, EBL | | | 0250 510C056 LUMP| 303000.00000 303000.00| | Bridge Concrete Superstructure, STA | | | 115+54.32, WBL | | | 0260 510E000 13800.000 SQYD| 1.60000 22080.00| | Grooving Concrete Bridge Decks | | | 0270 511A001 352.000 EACH| 155.00000 54560.00| | Elastomeric Bearings, Type 2 | | | 0280 513B004 718.000 LF | 67.50000 48465.00| | Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0290 513B005 2206.000 LF | 95.50000 210673.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030822006 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 513B017 12154.000 LF | 139.00000 1689406.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0310 513B019 4487.000 LF | 115.00000 516005.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0320 600A000 LUMP| 900000.00000 900000.00| | Mobilization | | | 0330 601A000 1.000 EACH| 14500.00000 14500.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0340 603A002 1.000 EACH| 18000.00000 18000.00| | Furnishing Type 3 Field Office | | | 0350 609A000 4069.000 SQYD| 6.75000 27465.75| | Aggregate Slope Protection | | | 0360 609B000 4069.000 SQYD| 2.00000 8138.00| | Geotextile Filter For Aggregate Slope | | | Protection | | | 0370 610C001 3000.000 TON | 20.00000 60000.00| | Loose Riprap, Class 2 | | | 0380 610D003 2400.000 SQYD| 2.50000 6000.00| | Filter Blanket, Geotextile | | | 0390 614A001 443.000 CUYD| 245.00000 108535.00| | Slope Paving (Under Bridges) | | | 0400 635A000 1611.000 LF | 4.20000 6766.20| | Woven Wire Fence | | | 0410 635B001 8.000 EACH| 730.00000 5840.00| | Gate, 14 Feet Wide | | | 0420 652A050 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 1A) | | | 0430 652B050 1.000 ACRE| 500.00000 500.00| | Temporary Seeding (Mix 1AT) | | | 0440 652D050 1.000 ACRE| 750.00000 750.00| | Seeding In Stubble (Mix 1A) | | | 0450 654A001 98.000 SQYD| 4.00000 392.00| | Solid Sodding (Bermuda) | | | 0460 656A000 2.000 ACRE| 800.00000 1600.00| | Mulching, Class A, Type 1 | | | 0470 665A000 1.000 ACRE| 400.00000 400.00| | Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20030822006 COUNTIES : WALKER LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 19007 |( ) |( ) |SCOTT BRIDGE COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 665B000 1.000 ACRE| 400.00000 400.00| | Temporary Mulching | | | 0490 665F000 410.000 EACH| 5.00000 2050.00| | Hay Bales | | | 0500 665I000 1568.000 TON | 20.00000 31360.00| | Temporary Riprap, Class 2 | | | 0510 665J000 9556.000 LF | 4.00000 38224.00| | Silt Fence, Type A | | | 0520 665K000 14.000 CUYD| 10.00000 140.00| | Drainage Sump Excavation | | | 0530 665L000 544.000 LF | 20.00000 10880.00| | Floating Basin Boom | | | 0540 666A001 2.000 ACRE| 10.00000 20.00| | Pest Control Treatment | | | 0550 680A000 LUMP| 61500.00000 61500.00| | Engineering Controls | | | 0560 726A000 530.000 LF | 35.00000 18550.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 0570 740B000 139.000 SQFT| 10.60000 1473.40| | Construction Signs | | | 0580 740D000 30.000 EACH| 62.50000 1875.00| | Channelizing Drums | | | 0590 740E000 100.000 EACH| 19.00000 1900.00| | Cones (36 Inches High) | | | 0600 740F002 24.000 EACH| 265.00000 6360.00| | Barricades, Type III | | | 0610 740I005 12.000 EACH| 690.00000 8280.00| | Warning Lights, Type B (Detachable Head | | | 0620 740M001 100.000 EACH| 8.50000 850.00| | Ballast For Cone | | | 0630 999 000 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,551,395.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,551,395.85| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS CONTRACT TIME : 190 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPTE-CN01(921) for constructing the Pedestrian Safety Improvements STPTE-CN03(909) (Sidewalk, Illuminated School Zone Signs, etc.) at various sites in the First Division as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 1,171,578.00 100.0000% 2 20003 TEMPLE ELECTRIC COMPANY, INC. $ 1,198,057.00 102.2601% 3 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 1,198,283.40 102.2794% 4 19055 SHOALS ELECTRIC COMPANY, INC. $ 1,258,026.55 107.3788% 5 07004 GEORGIA ELECTRIC COMPANY $ 1,361,139.82 116.1800% 6 19111 SAFTEY GUIDE OF ALABAMA, L.L.C. $ 1,606,883.50 137.1555% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 20003 |( 3 ) 03023 |CHRISTOPHER PLUMBING & ELEC |TEMPLE ELECTRIC COMPANY, IN |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 100000.00000 100000.00| 65000.00000 65000.00| 60000.00000 60000.00 Mobilization | | | 0020 618A000 5814.000 SQYD| 50.00000 290700.00| 53.00000 308142.00| 60.00000 348840.00 Concrete Sidewalk, 4" Thick | | | 0030 623C000 4770.000 LF | 20.00000 95400.00| 17.00000 81090.00| 12.00000 57240.00 Combination Curb & Gutter, Type C | | | 0040 703A002 33176.000 SQFT| 3.00000 99528.00| 2.00000 66352.00| 3.30000 109480.80 Traffic Control Markings, Class 2, Type | | | A | | | 0050 703B002 1809.000 SQFT| 3.00000 5427.00| 2.00000 3618.00| 3.85000 6964.65 Traffic Control Legends, Class 2, Type | | | 0060 703C000 2000.000 SQFT| 1.75000 3500.00| 2.00000 4000.00| 3.30000 6600.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0070 710A115 49.000 SQFT| 14.50000 710.50| 15.00000 735.00| 17.35000 850.15 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0080 710A125 4556.000 SQFT| 18.00000 82008.00| 16.00000 72896.00| 18.60000 84741.60 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0090 710A126 102.000 SQFT| 15.75000 1606.50| 17.00000 1734.00| 19.70000 2009.40 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0100 710B001 8636.000 LF | 6.50000 56134.00| 7.00000 60452.00| 7.85000 67792.60 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0110 730Q011 108.000 EACH| 644.00000 69552.00| 1050.00000 113400.00| 825.00000 89100.00 Pedestrian Signal Head, Type LED | | | 0120 730Y101 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign 4th St. @ Etowah Middle | | | School (Site 51) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 20003 |( 3 ) 03023 |CHRISTOPHER PLUMBING & ELEC |TEMPLE ELECTRIC COMPANY, IN |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 730Y102 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 4070.00000 4070.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Cherokee Elem. School (Site | | | 62) | | | 0140 730Y103 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 4070.00000 4070.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Cherokee Middle School (Site | | | 63) | | | 0150 730Y104 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Cherokee County Courthouse / | | | Annex | | | 0160 730Y105 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Cedar Bluff High School (Site | | | 65) | | | 0170 730Y106 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Hanceville High School (Site | | | 86) | | | 0180 730Y107 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Danville Road @ Betty St. | | | (Site 96) | | | 0190 730Y108 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 12210.00000 12210.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign US231 @ Farley School (Site | | | 115) | | | 0200 730Y109 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL 227 in Geraldine (Site 120)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 20003 |( 3 ) 03023 |CHRISTOPHER PLUMBING & ELEC |TEMPLE ELECTRIC COMPANY, IN |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 730Y110 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL 75 @ West End Elem. School | | | (Site 122) | | | 0220 730Y111 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL69 @ Arab School (Site 123) | | | 0230 730Y112 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL75 @ Douglas High School | | | (Site 124) | | | 0240 730Y113 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign US 278 @ West Elem. School | | | (Site 125) | | | 0250 730Y114 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL69 @ Parkside Elem. School | | | (Site 126) | | | 0260 730Y115 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign 3rd St. Between Southside and | | | Moragne | | | 0270 730Y116 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign George Wallace Drive @ GSCC | | | 0280 730Y117 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL 79 @ Cherokee Middle School| | | 0290 730Y118 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Butler High School (Site 194) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 20003 |( 3 ) 03023 |CHRISTOPHER PLUMBING & ELEC |TEMPLE ELECTRIC COMPANY, IN |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 730Y119 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Terry Heights Elem. School | | | 0310 730Y120 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 16280.00000 16280.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Challenger Elem. School (Site | | | 196) | | | 0320 730Y121 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Huntsville High School (Site | | | 197) | | | 0330 730Y122 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 12210.00000 12210.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Rosalie School (Site 211) | | | 0340 730Y123 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Stevenson Middle School (Site | | | 213) | | | 0350 730Y124 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Bob Jones High School (Site | | | 227) | | | 0360 730Y125 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Horizon Elem. School (Site | | | 228) | | | 0370 730Y126 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Ashmore Lane @ Caldwell School| | | 0380 730Y127 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 12210.00000 12210.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Scott St. @ Page School (Site | | | 250) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -6 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 20003 |( 3 ) 03023 |CHRISTOPHER PLUMBING & ELEC |TEMPLE ELECTRIC COMPANY, IN |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 730Y128 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With School Zone Sign | | | Broad St. @ Jr. High & Elem. | | | 0400 730Y129 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Jones Chapel School | | | 0410 730Y130 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Logan Jr. High School | | | 0420 730Y131 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Welti School (Phase II Site | | | 13) | | | 0430 730Y132 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Leon Sheffield Elem. School | | | 0440 730Y133 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Austinville Elem. School | | | 0450 730Y134 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Mountain Gap Middle School | | | 0460 730Y135 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Highlands Elem. School | | | 0470 730Y136 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Ridgecrest Elem. School | | | 0480 730Y137 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Montview Elem. School | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -7 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 20003 |( 3 ) 03023 |CHRISTOPHER PLUMBING & ELEC |TEMPLE ELECTRIC COMPANY, IN |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 730Y138 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | Foundation With Illuminated School Zone | | | Sign Creekside Elem. School | | | 0500 730Y139 LUMP| 8700.00000 8700.00| 9850.00000 9850.00| 8140.00000 8140.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Hughes Road @ St. John's | | | School | | | 0510 740B000 1368.000 SQFT| 9.00000 12312.00| 16.00000 21888.00| 8.15000 11149.20 Construction Signs | | | 0520 740D000 100.000 EACH| 62.00000 6200.00| 35.00000 3500.00| 67.00000 6700.00 Channelizing Drums | | | 0530 740E000 100.000 EACH| 12.00000 1200.00| 10.00000 1000.00| 11.00000 1100.00 Cones (36 Inches High) | | | 0540 740M001 100.000 EACH| 8.00000 800.00| 1.00000 100.00| 7.25000 725.00 Ballast For Cone | | | 0550 741C010 4.000 EACH| 1800.00000 7200.00| 2500.00000 10000.00| 3830.00000 15320.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,171,578.00| $ 1,198,057.00| $ 1,198,283.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,171,578.00| $ 1,198,057.00| $ 1,198,283.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -8 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 4 ) 19055 |( 5 ) 07004 |( 6 ) 19111 |SHOALS ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 120000.00000 120000.00| 44757.03000 44757.03| 150000.00000 150000.00 Mobilization | | | 0020 618A000 5814.000 SQYD| 66.00000 383724.00| 89.43000 519946.02| 60.00000 348840.00 Concrete Sidewalk, 4" Thick | | | 0030 623C000 4770.000 LF | 13.25000 63202.50| 22.60000 107802.00| 18.00000 85860.00 Combination Curb & Gutter, Type C | | | 0040 703A002 33176.000 SQFT| 3.35000 111139.60| 2.94000 97537.44| 3.00000 99528.00 Traffic Control Markings, Class 2, Type | | | A | | | 0050 703B002 1809.000 SQFT| 4.05000 7326.45| 2.94000 5318.46| 3.50000 6331.50 Traffic Control Legends, Class 2, Type | | | 0060 703C000 2000.000 SQFT| 3.50000 7000.00| 1.28000 2560.00| 3.00000 6000.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0070 710A115 49.000 SQFT| 17.00000 833.00| 30.47000 1493.03| 20.00000 980.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0080 710A125 4556.000 SQFT| 18.00000 82008.00| 23.30000 106154.80| 18.00000 82008.00 Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 0090 710A126 102.000 SQFT| 19.50000 1989.00| 38.61000 3938.22| 22.00000 2244.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0100 710B001 8636.000 LF | 7.75000 66929.00| 9.90000 85496.40| 6.00000 51816.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0110 730Q011 108.000 EACH| 750.00000 81000.00| 592.59000 63999.72| 2500.00000 270000.00 Pedestrian Signal Head, Type LED | | | 0120 730Y101 LUMP| 7400.00000 7400.00| 7645.42000 7645.42| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign 4th St. @ Etowah Middle | | | School (Site 51) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -9 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 4 ) 19055 |( 5 ) 07004 |( 6 ) 19111 |SHOALS ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 730Y102 LUMP| 3700.00000 3700.00| 3566.68000 3566.68| 6000.00000 6000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Cherokee Elem. School (Site | | | 62) | | | 0140 730Y103 LUMP| 3700.00000 3700.00| 3566.68000 3566.68| 6000.00000 6000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Cherokee Middle School (Site | | | 63) | | | 0150 730Y104 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Cherokee County Courthouse / | | | Annex | | | 0160 730Y105 LUMP| 7400.00000 7400.00| 7125.83000 7125.83| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Cedar Bluff High School (Site | | | 65) | | | 0170 730Y106 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Hanceville High School (Site | | | 86) | | | 0180 730Y107 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Danville Road @ Betty St. | | | (Site 96) | | | 0190 730Y108 LUMP| 11100.00000 11100.00| 10717.02000 10717.02| 18000.00000 18000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign US231 @ Farley School (Site | | | 115) | | | 0200 730Y109 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL 227 in Geraldine (Site 120)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -10 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 4 ) 19055 |( 5 ) 07004 |( 6 ) 19111 |SHOALS ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 730Y110 LUMP| 7400.00000 7400.00| 7466.39000 7466.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL 75 @ West End Elem. School | | | (Site 122) | | | 0220 730Y111 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL69 @ Arab School (Site 123) | | | 0230 730Y112 LUMP| 7400.00000 7400.00| 7307.42000 7307.42| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL75 @ Douglas High School | | | (Site 124) | | | 0240 730Y113 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign US 278 @ West Elem. School | | | (Site 125) | | | 0250 730Y114 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL69 @ Parkside Elem. School | | | (Site 126) | | | 0260 730Y115 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign 3rd St. Between Southside and | | | Moragne | | | 0270 730Y116 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign George Wallace Drive @ GSCC | | | 0280 730Y117 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign AL 79 @ Cherokee Middle School| | | 0290 730Y118 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Butler High School (Site 194) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -11 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 4 ) 19055 |( 5 ) 07004 |( 6 ) 19111 |SHOALS ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 730Y119 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 24000.00000 24000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Terry Heights Elem. School | | | 0310 730Y120 LUMP| 14800.00000 14800.00| 14250.54000 14250.54| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Challenger Elem. School (Site | | | 196) | | | 0320 730Y121 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Huntsville High School (Site | | | 197) | | | 0330 730Y122 LUMP| 11100.00000 11100.00| 10717.02000 10717.02| 18000.00000 18000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Rosalie School (Site 211) | | | 0340 730Y123 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Stevenson Middle School (Site | | | 213) | | | 0350 730Y124 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Bob Jones High School (Site | | | 227) | | | 0360 730Y125 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Horizon Elem. School (Site | | | 228) | | | 0370 730Y126 LUMP| 7400.00000 7400.00| 7128.44000 7128.44| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Ashmore Lane @ Caldwell School| | | 0380 730Y127 LUMP| 11100.00000 11100.00| 10717.02000 10717.02| 18000.00000 18000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Scott St. @ Page School (Site | | | 250) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -12 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 4 ) 19055 |( 5 ) 07004 |( 6 ) 19111 |SHOALS ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 730Y128 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With School Zone Sign | | | Broad St. @ Jr. High & Elem. | | | 0400 730Y129 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Jones Chapel School | | | 0410 730Y130 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Logan Jr. High School | | | 0420 730Y131 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Welti School (Phase II Site | | | 13) | | | 0430 730Y132 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Leon Sheffield Elem. School | | | 0440 730Y133 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Austinville Elem. School | | | 0450 730Y134 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Mountain Gap Middle School | | | 0460 730Y135 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Highlands Elem. School | | | 0470 730Y136 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Ridgecrest Elem. School | | | 0480 730Y137 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Montview Elem. School | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 021 -13 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20030822021 COUNTIES : CHEROKEE CULLMAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 DEKALB OTHERS ==================================================================================================================================== |( 4 ) 19055 |( 5 ) 07004 |( 6 ) 19111 |SHOALS ELECTRIC COMPANY, IN |GEORGIA ELECTRIC COMPANY |SAFETY GUIDE OF ALABAMA, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 730Y138 LUMP| 7400.00000 7400.00| 7132.23000 7132.23| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | Foundation With Illuminated School Zone | | | Sign Creekside Elem. School | | | 0500 730Y139 LUMP| 7400.00000 7400.00| 7128.39000 7128.39| 12000.00000 12000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Illuminated School | | | Zone Sign Hughes Road @ St. John's | | | School | | | 0510 740B000 1368.000 SQFT| 7.50000 10260.00| 11.13000 15225.84| 7.00000 9576.00 Construction Signs | | | 0520 740D000 100.000 EACH| 60.00000 6000.00| 74.17000 7417.00| 50.00000 5000.00 Channelizing Drums | | | 0530 740E000 100.000 EACH| 10.00000 1000.00| 12.15000 1215.00| 5.00000 500.00 Cones (36 Inches High) | | | 0540 740M001 100.000 EACH| 7.15000 715.00| 7.99000 799.00| 2.00000 200.00 Ballast For Cone | | | 0550 741C010 4.000 EACH| 3800.00000 15200.00| 1918.16000 7672.64| 500.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,258,026.55| $ 1,361,139.82| $ 1,606,883.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,258,026.55| $ 1,361,139.82| $ 1,606,883.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20030822022 COUNTIES : PIKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 07 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN03(215) for constructing the Bridge Replacements (Bridge Culverts)(3) at various locations as indicated on the plans. Length - 0.024 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 212,837.00 100.0000% 2 20048 TRIPLE C CONSTRUCTION $ 239,459.96 112.5086% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20030822022 COUNTIES : PIKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 20048 |( ) |H & L CONSTRUCTION, INC. |TRIPLE C CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| Removal Of Old Bridge, Station 9+84.56, | | | SITE 1 | | | 0020 206A001 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| Removal Of Old Bridge, Station 9+84.40, | | | SITE 2 | | | 0030 206A002 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| Removal Of Old Bridge, Station 9+83.99, | | | SITE 3 | | | 0040 214A000 1710.000 CUYD| 3.00000 5130.00| 8.00000 13680.00| Structure Excavation | | | 0050 214B001 292.000 CUYD| 35.00000 10220.00| 30.00000 8760.00| Foundation Backfill, Commercial | | | 0060 502A000 58598.000 LB | 0.50000 29299.00| 0.52000 30470.96| Steel Reinforcement | | | 0070 524A011 371.000 CUYD| 320.00000 118720.00| 360.00000 133560.00| Culvert Concrete (Cast In Place) | | | 0080 600A000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| Mobilization | | | 0090 610C001 192.000 TON | 27.00000 5184.00| 30.00000 5760.00| Loose Riprap, Class 2 | | | 0100 610D002 184.000 SQYD| 3.50000 644.00| 3.00000 552.00| Filter Blanket, Geotextile (Non-Woven) | | | 0110 665F000 150.000 EACH| 5.00000 750.00| 6.00000 900.00| Hay Bales | | | 0120 665J000 780.000 LF | 5.00000 3900.00| 3.50000 2730.00| Silt Fence, Type A | | | 0130 680A000 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| Engineering Controls | | | 0140 740B000 519.000 SQFT| 10.00000 5190.00| 13.00000 6747.00| Construction Signs | | | 0150 740F002 24.000 EACH| 200.00000 4800.00| 300.00000 7200.00| Barricades, Type III | | | 0160 740I005 12.000 EACH| 250.00000 3000.00| 300.00000 3600.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 212,837.00| $ 239,459.96| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 212,837.00| $ 239,459.96| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 CONTRACT TIME : 400 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-0021 (500) for constructing the Grade, Drainage, Pavement, Bridges and Signing on S.R.#21 from Cooper Lane to the existing four lane at Oxford. Length 0.804 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 7,360,101.21 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 7,949,839.50 108.0126% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 8,091,022.30 109.9309% 4 01087 APAC-SOUTHEAST, INC. $ 9,025,210.37 122.6235% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19007 |( 3 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 125000.00000 125000.00| 12500.00000 12500.00| 118000.00000 118000.00 Clearing & Grubbing (Approximately 9 | | | ACRES) | | | 0020 206A000 LUMP| 70000.00000 70000.00| 29000.00000 29000.00| 60000.00000 60000.00 Removal Of Old Bridge, Station 863+84.3 | | | 0030 206A001 LUMP| 145000.00000 145000.00| 100000.00000 100000.00| 130000.00000 130000.00 Removal Of Old Bridge, Station 876+15.1 | | | 0040 206C016 232.000 SQYD| 20.00000 4640.00| 6.00000 1392.00| 20.00000 4640.00 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0050 206D001 325.000 LF | 2.00000 650.00| 1.00000 325.00| 2.10000 682.50 Removing Guardrail | | | 0060 206E008 16.000 EACH| 50.00000 800.00| 100.00000 1600.00| 350.00000 5600.00 Removing Guardrail End Anchor (All Type | | | 0070 210A000 8072.000 CUYD| 5.25000 42378.00| 5.00000 40360.00| 5.00000 40360.00 Unclassified Excavation | | | 0080 210D000 92645.000 CUYD| 5.78000 535488.10| 5.50000 509547.50| 5.83000 540120.35 Borrow Excavation | | | 0090 214A000 223.000 CUYD| 15.00000 3345.00| 10.00000 2230.00| 6.00000 1338.00 Structure Excavation | | | 0100 214B001 72.000 CUYD| 30.00000 2160.00| 45.00000 3240.00| 25.00000 1800.00 Foundation Backfill, Commercial | | | 0110 231B002 5250.000 TON | 13.50000 70875.00| 13.50000 70875.00| 20.28000 106470.00 Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0120 301A004 6230.000 SQYD| 4.20000 26166.00| 4.00000 24920.00| 5.13000 31959.90 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0130 301A008 5612.000 SQYD| 5.25000 29463.00| 5.00000 28060.00| 6.07000 34064.84 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0140 301A012 27395.000 SQYD| 5.51000 150946.45| 5.25000 143823.75| 5.41000 148206.95 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 301A016 1856.000 SQYD| 7.35000 13641.60| 7.00000 12992.00| 6.79000 12602.24 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19007 |( 3 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 327E001 4184.000 TON | 27.30000 114223.20| 26.00000 108784.00| 31.65000 132423.60 Permeable Asphalt Treated Base(PG76-22) | | | 0170 401A043 16203.000 SQYD| 1.58000 25600.74| 1.50000 24304.50| 1.00000 16203.00 Bituminous Treatment AE | | | 0180 401B100 3813.000 SQYD| 1.94000 7397.22| 1.85000 7054.05| 3.00000 11439.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0190 401B108 7254.000 SQYD| 2.63000 19078.02| 2.50000 18135.00| 2.00000 14508.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0200 405A000 1058.000 GAL | 2.10000 2221.80| 2.00000 2116.00| 1.05000 1110.90 Tack Coat | | | 0210 424A360 2100.000 TON | 44.10000 92610.00| 42.00000 88200.00| 38.02000 79842.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424A366 60.000 TON | 47.25000 2835.00| 45.00000 2700.00| 47.23000 2833.80 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B651 3500.000 TON | 39.40000 137900.00| 37.50000 131250.00| 32.09000 112315.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424B655 25.000 TON | 94.50000 2362.50| 90.00000 2250.00| 74.56000 1864.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B662 127.000 TON | 45.15000 5734.05| 43.00000 5461.00| 47.69000 6056.63 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B681 2822.000 TON | 39.38000 111130.36| 37.50000 105825.00| 32.80000 92561.60 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0300 424B692 179.000 TON | 45.15000 8081.85| 43.00000 7697.00| 41.71000 7466.09 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19007 |( 3 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424C360 4500.000 TON | 37.80000 170100.00| 36.00000 162000.00| 31.09000 139905.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0330 424C368 1114.000 TON | 46.20000 51466.80| 44.00000 49016.00| 36.14000 40259.96 Superpave Bituminous Concrete Base | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0340 424C370 89.000 TON | 45.15000 4018.35| 43.00000 3827.00| 57.48000 5115.72 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 430B014 196.000 TON | 15.00000 2940.00| 30.00000 5880.00| 20.00000 3920.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0360 450B000 427.000 SQYD| 85.00000 36295.00| 100.00000 42700.00| 65.00000 27755.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0370 502A000 189110.000 LB | 0.45000 85099.50| 0.58000 109683.80| 0.50000 94555.00 Steel Reinforcement | | | 0380 502B000 LUMP| 92000.00000 92000.00| 110000.00000 110000.00| 100000.00000 100000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 875+90 NBR, Approx.| | | 183475 lbs. | | | 0390 502B001 LUMP| 92000.00000 92000.00| 110000.00000 110000.00| 100000.00000 100000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 875+90 SBR, Approx. | | | 183475 lbs. | | | 0400 502B002 LUMP| 35000.00000 35000.00| 44000.00000 44000.00| 40000.00000 40000.00 Steel Reinforcement For Bridge | | | Superstructure STA.863+71 SBR, APPROX. | | | 71600 LBS. | | | 0410 502B003 LUMP| 35000.00000 35000.00| 44000.00000 44000.00| 40000.00000 40000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 863+71 NBR, Approx. | | | 71600 lbs | | | 0420 505G003 384.000 EACH| 100.00000 38400.00| 185.00000 71040.00| 90.00000 34560.00 Pile Points (Type A, 12") | | | 0430 505M002 7972.000 LF | 30.00000 239160.00| 26.00000 207272.00| 24.00000 191328.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19007 |( 3 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 506A003 120.000 LF | 262.50000 31500.00| 263.00000 31560.00| 265.96000 31915.20 Drilled Shaft Excavation, 5'-0" Diamete | | | 0450 506A004 60.000 LF | 262.50000 15750.00| 263.00000 15780.00| 265.96000 15957.60 Drilled Shaft Excavation, 3'-0" Diamete | | | 0460 506B001 66.000 LF | 630.00000 41580.00| 630.00000 41580.00| 638.30000 42127.80 Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0470 506B004 80.000 LF | 1050.00000 84000.00| 1050.00000 84000.00| 1063.83000 85106.40 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0480 506C040 126.000 LF | 52.50000 6615.00| 53.00000 6678.00| 53.19000 6701.94 Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0490 506C043 80.000 LF | 52.50000 4200.00| 53.00000 4240.00| 53.19000 4255.20 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0500 506C044 120.000 LF | 52.50000 6300.00| 53.00000 6360.00| 53.19000 6382.80 Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0510 506F006 120.000 LF | 105.00000 12600.00| 105.00000 12600.00| 106.38000 12765.60 Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0520 506G000 2.000 EACH| 1050.00000 2100.00| 1050.00000 2100.00| 1063.83000 2127.66 Crosshole Sonic Logging, 3'-0" Diameter | | | 0530 506G003 4.000 EACH| 1050.00000 4200.00| 1050.00000 4200.00| 1063.83000 4255.32 Crosshole Sonic Logging, 4'-6" Diameter | | | 0540 508A000 43750.000 LB | 1.75000 76562.50| 2.70000 118125.00| 2.50000 109375.00 Structural Steel | | | 0550 510A000 964.000 CUYD| 350.00000 337400.00| 400.00000 385600.00| 300.00000 289200.00 Bridge Substructure Concrete, Class A | | | 0560 510C051 LUMP| 386000.00000 386000.00| 420000.00000 420000.00| 400000.00000 400000.00 Bridge Concrete Superstructure, Sta. | | | 875+90 NBR, Approx. 911 c.y. | | | 0570 510C052 LUMP| 386000.00000 386000.00| 403000.00000 403000.00| 400000.00000 400000.00 Bridge Concrete Superstructure, Sta. | | | 875+90 SBR, Approx. 911 c.y. | | | 0580 510C053 LUMP| 165000.00000 165000.00| 188000.00000 188000.00| 150000.00000 150000.00 Bridge Concrete Superstructure, Sta. | | | 863+71 SBR, Approx. 298 cy | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19007 |( 3 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 510C054 LUMP| 165000.00000 165000.00| 191000.00000 191000.00| 150000.00000 150000.00 Bridge Concrete Superstructure, STA. | | | 863+71 NBR, APPROX. 298 CY | | | 0600 510E000 6928.000 SQYD| 2.00000 13856.00| 2.10000 14548.80| 2.50000 17320.00 Grooving Concrete Bridge Decks | | | 0610 511A001 216.000 EACH| 125.00000 27000.00| 130.00000 28080.00| 300.00000 64800.00 Elastomeric Bearings, Type 2 | | | 0620 513B005 2840.000 LF | 89.00000 252760.00| 100.00000 284000.00| 90.00000 255600.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0630 513B015 5940.000 LF | 89.00000 528660.00| 110.00000 653400.00| 140.00000 831600.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0640 513B017 1554.000 LF | 115.00000 178710.00| 125.00000 194250.00| 150.00000 233100.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0650 530A002 312.000 LF | 30.00000 9360.00| 31.00000 9672.00| 26.75000 8346.00 24" Roadway Pipe (Class 3 R.C.) | | | 0660 535B092 152.000 LF | 65.00000 9880.00| 93.00000 14136.00| 71.50000 10868.00 44" Span, 27" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0670 600A000 LUMP| 350000.00000 350000.00| 784000.00000 784000.00| 923200.00000 923200.00 Mobilization | | | 0680 601A000 1.000 EACH| 15000.00000 15000.00| 8500.00000 8500.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0690 602A000 6.000 EACH| 175.00000 1050.00| 150.00000 900.00| 175.00000 1050.00 Right Of Way Markers | | | 0700 605A002 9810.000 LF | 5.25000 51502.50| 7.50000 73575.00| 6.00000 58860.00 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0710 605B000 15.000 EACH| 350.00000 5250.00| 300.00000 4500.00| 500.00000 7500.00 Special Underdrain Outlet, Type A | | | 0720 610C001 11138.000 TON | 21.00000 233898.00| 24.50000 272881.00| 18.00000 200484.00 Loose Riprap, Class 2 | | | 0730 610C002 1722.000 TON | 23.00000 39606.00| 26.00000 44772.00| 22.00000 37884.00 Loose Riprap, Class 3 | | | 0740 610D003 9048.000 SQYD| 2.00000 18096.00| 2.20000 19905.60| 2.00000 18096.00 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -7 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19007 |( 3 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 614A000 15.000 CUYD| 250.00000 3750.00| 375.00000 5625.00| 400.00000 6000.00 Slope Paving | | | 0760 619A003 3.000 EACH| 650.00000 1950.00| 650.00000 1950.00| 625.00000 1875.00 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619B144 4.000 EACH| 1200.00000 4800.00| 2000.00000 8000.00| 2500.00000 10000.00 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0780 621A000 3.000 EACH| 1800.00000 5400.00| 2400.00000 7200.00| 2000.00000 6000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0790 621C020 3.000 EACH| 1500.00000 4500.00| 1500.00000 4500.00| 2000.00000 6000.00 Inlets, Type Y | | | 0800 621D019 7.000 EACH| 250.00000 1750.00| 500.00000 3500.00| 500.00000 3500.00 Inlet Units, Type Y | | | 0810 630A001 3188.000 LF | 11.00000 35068.00| 10.50000 33474.00| 11.15000 35546.20 Steel Beam Guardrail, Class A, Type 2 | | | 0820 630C001 1.000 EACH| 1350.00000 1350.00| 600.00000 600.00| 650.00000 650.00 Guardrail End Anchor, Type 8 | | | 0830 630C003 14.000 EACH| 1350.00000 18900.00| 950.00000 13300.00| 1050.00000 14700.00 Guardrail End Anchor, Type 13 | | | 0840 630C070 11.000 EACH| 1350.00000 14850.00| 1400.00000 15400.00| 1150.00000 12650.00 Guardrail End Anchor, Type 10 Series | | | 0850 641A001 400.000 LF | 6.30000 2520.00| 13.00000 5200.00| 9.60000 3840.00 3/4 Inch Copper Water Pipe Laid (Type K | | | 0860 641A002 200.000 LF | 7.35000 1470.00| 16.00000 3200.00| 10.20000 2040.00 1 Inch Copper Water Pipe Laid (Type K) | | | 0870 641A037 100.000 LF | 105.00000 10500.00| 133.00000 13300.00| 70.00000 7000.00 10 Inch D. I. Water Main Laid | | | 0880 641A038 70.000 LF | 31.50000 2205.00| 126.00000 8820.00| 75.00000 5250.00 12 Inch D. I. Water Main Laid | | | 0890 641A084 3800.000 LF | 131.25000 498750.00| 87.00000 330600.00| 86.00000 326800.00 20 Inch D.I. Water Main Laid | | | (Restrained Joint) | | | 0900 643A000 6.000 EACH| 315.00000 1890.00| 575.00000 3450.00| 560.00000 3360.00 Water Meters Reset | | | 0910 649A029 390.000 LF | 210.00000 81900.00| 280.00000 109200.00| 165.00000 64350.00 36 Inch Encasement Pipe, Type 1 | | | Installation | | | 0920 649A046 50.000 LF | 105.00000 5250.00| 263.00000 13150.00| 120.00000 6000.00 20 Inch Encasement Pipe, Type 1 | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -8 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19007 |( 3 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 649A051 415.000 LF | 394.00000 163510.00| 350.00000 145250.00| 578.00000 239870.00 36 Inch Encasement Pipe, Type 2 | | | Installation | | | 0940 650A000 6743.000 CUYD| 5.78000 38974.54| 5.50000 37086.50| 7.00000 47201.00 Topsoil | | | 0950 652A050 10.000 ACRE| 630.00000 6300.00| 500.00000 5000.00| 600.00000 6000.00 Seeding (Mix 1A) | | | 0960 652B050 7.000 ACRE| 525.00000 3675.00| 350.00000 2450.00| 500.00000 3500.00 Temporary Seeding (Mix 1AT) | | | 0970 652C000 17.000 ACRE| 42.00000 714.00| 75.00000 1275.00| 40.00000 680.00 Mowing | | | 0980 652D050 7.000 ACRE| 630.00000 4410.00| 600.00000 4200.00| 600.00000 4200.00 Seeding In Stubble (Mix 1A) | | | 0990 654A001 1613.000 SQYD| 4.20000 6774.60| 4.50000 7258.50| 4.00000 6452.00 Solid Sodding (Bermuda) | | | 1000 656A000 13.000 ACRE| 420.00000 5460.00| 475.00000 6175.00| 400.00000 5200.00 Mulching, Class A, Type 1 | | | 1010 656A001 4.000 ACRE| 525.00000 2100.00| 500.00000 2000.00| 500.00000 2000.00 Mulching, Class A, Type 2 | | | 1020 665A000 10.000 ACRE| 420.00000 4200.00| 300.00000 3000.00| 400.00000 4000.00 Temporary Seeding | | | 1030 665B000 10.000 ACRE| 420.00000 4200.00| 300.00000 3000.00| 400.00000 4000.00 Temporary Mulching | | | 1040 665F000 2395.000 EACH| 6.00000 14370.00| 8.00000 19160.00| 5.00000 11975.00 Hay Bales | | | 1050 665G000 500.000 EACH| 5.00000 2500.00| 6.00000 3000.00| 2.00000 1000.00 Sand Bags | | | 1060 665I000 1825.000 TON | 21.00000 38325.00| 26.00000 47450.00| 21.00000 38325.00 Temporary Riprap, Class 2 | | | 1070 665J000 13686.000 LF | 3.00000 41058.00| 3.00000 41058.00| 3.00000 41058.00 Silt Fence, Type A | | | 1080 665K000 145.000 CUYD| 12.00000 1740.00| 15.00000 2175.00| 10.00000 1450.00 Drainage Sump Excavation | | | 1090 665L000 718.000 LF | 22.00000 15796.00| 15.00000 10770.00| 17.50000 12565.00 Floating Basin Boom | | | 1100 680A000 LUMP| 120000.00000 120000.00| 165000.00000 165000.00| 112870.00000 112870.00 Engineering Controls | | | 1110 701A028 3.000 MILE| 2100.00000 6300.00| 2000.00000 6000.00| 2000.00000 6000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -9 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19007 |( 3 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 701A032 2.000 MILE| 2100.00000 4200.00| 2000.00000 4000.00| 2000.00000 4000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1130 701A041 2.000 MILE| 1050.00000 2100.00| 1000.00000 2000.00| 1000.00000 2000.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1140 701B009 997.000 LF | 0.84000 837.48| 1.00000 997.00| 0.80000 797.60 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1150 701C000 6.000 MILE| 630.00000 3780.00| 600.00000 3600.00| 600.00000 3600.00 Broken Temporary Traffic Stripe | | | 1160 701C001 7.000 MILE| 630.00000 4410.00| 600.00000 4200.00| 600.00000 4200.00 Solid Temporary Traffic Stripe | | | 1170 701D007 2.000 MILE| 1850.00000 3700.00| 1750.00000 3500.00| 1750.00000 3500.00 Solid Traffic Stripe Removed (Paint) | | | 1180 701D014 1.000 MILE| 1600.00000 1600.00| 1500.00000 1500.00| 1500.00000 1500.00 Broken Traffic Stripe Removed (Paint) | | | 1190 701G121 1740.000 LF | 1.40000 2436.00| 1.30000 2262.00| 1.30000 2262.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1200 701G125 1740.000 LF | 3.65000 6351.00| 3.50000 6090.00| 3.46000 6020.40 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1210 701G133 1740.000 LF | 3.80000 6612.00| 3.60000 6264.00| 3.60000 6264.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1220 703A002 255.000 SQFT| 2.65000 675.75| 2.50000 637.50| 2.50000 637.50 Traffic Control Markings, Class 2, Type | | | A | | | 1230 703B002 180.000 SQFT| 3.65000 657.00| 3.50000 630.00| 3.50000 630.00 Traffic Control Legends, Class 2, Type | | | 1240 703D001 150.000 SQFT| 1.60000 240.00| 1.50000 225.00| 1.50000 225.00 Temporary Traffic Control Markings | | | 1250 705A030 24.000 EACH| 6.30000 151.20| 6.00000 144.00| 6.00000 144.00 Pavement Markers, Class A-H, Type 2-C | | | 1260 705A031 243.000 EACH| 6.30000 1530.90| 6.00000 1458.00| 6.00000 1458.00 Pavement Markers, Class A-H, Type 1-A | | | 1270 705A037 54.000 EACH| 6.30000 340.20| 6.00000 324.00| 6.00000 324.00 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -10 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 19007 |( 3 ) 01007 |WRIGHT BROTHERS CONSTRUCTIO |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 707B003 1.000 EACH| 450.00000 450.00| 160.00000 160.00| 275.00000 275.00 Type A Hazard Marker Installation | | | 1290 710A126 108.000 SQFT| 25.00000 2700.00| 16.00000 1728.00| 22.00000 2376.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1300 710B001 196.000 LF | 4.00000 784.00| 7.00000 1372.00| 9.50000 1862.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1310 740B000 1086.000 SQFT| 9.50000 10317.00| 9.50000 10317.00| 9.00000 9774.00 Construction Signs | | | 1320 740D000 200.000 EACH| 61.00000 12200.00| 65.00000 13000.00| 70.00000 14000.00 Channelizing Drums | | | 1330 740E000 50.000 EACH| 19.00000 950.00| 20.00000 1000.00| 10.00000 500.00 Cones (36 Inches High) | | | 1340 740F002 25.000 EACH| 190.00000 4750.00| 200.00000 5000.00| 188.00000 4700.00 Barricades, Type III | | | 1350 740I005 18.000 EACH| 575.00000 10350.00| 600.00000 10800.00| 1140.00000 20520.00 Warning Lights, Type B (Detachable Head | | | 1360 740M001 50.000 EACH| 6.50000 325.00| 9.00000 450.00| 8.00000 400.00 Ballast For Cone | | | 1370 741C010 2.000 EACH| 3700.00000 7400.00| 4000.00000 8000.00| 6000.00000 12000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1380 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,360,101.21| $ 7,949,839.50| $ 8,091,022.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,360,101.21| $ 7,949,839.50| $ 8,091,022.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -11 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 17198.13000 17198.13| | Clearing & Grubbing (Approximately 9 | | | ACRES) | | | 0020 206A000 LUMP| 60000.00000 60000.00| | Removal Of Old Bridge, Station 863+84.3 | | | 0030 206A001 LUMP| 130000.00000 130000.00| | Removal Of Old Bridge, Station 876+15.1 | | | 0040 206C016 232.000 SQYD| 20.00000 4640.00| | Removing Concrete Slope Paving (Under | | | Bridges) | | | 0050 206D001 325.000 LF | 2.10000 682.50| | Removing Guardrail | | | 0060 206E008 16.000 EACH| 350.00000 5600.00| | Removing Guardrail End Anchor (All Type | | | 0070 210A000 8072.000 CUYD| 4.32000 34871.04| | Unclassified Excavation | | | 0080 210D000 92645.000 CUYD| 5.04200 467116.09| | Borrow Excavation | | | 0090 214A000 223.000 CUYD| 17.68500 3943.76| | Structure Excavation | | | 0100 214B001 72.000 CUYD| 38.76000 2790.72| | Foundation Backfill, Commercial | | | 0110 231B002 5250.000 TON | 21.06100 110570.25| | Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0120 301A004 6230.000 SQYD| 5.22300 32539.29| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0130 301A008 5612.000 SQYD| 6.19500 34766.34| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0140 301A012 27395.000 SQYD| 5.62000 153959.90| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 301A016 1856.000 SQYD| 6.96300 12923.33| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -12 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 327E001 4184.000 TON | 32.86400 137502.98| | Permeable Asphalt Treated Base(PG76-22) | | | 0170 401A043 16203.000 SQYD| 1.12000 18147.36| | Bituminous Treatment AE | | | 0180 401B100 3813.000 SQYD| 2.74000 10447.62| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0190 401B108 7254.000 SQYD| 1.77000 12839.58| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0200 405A000 1058.000 GAL | 1.09000 1153.22| | Tack Coat | | | 0210 424A360 2100.000 TON | 39.48000 82908.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424A366 60.000 TON | 49.05000 2943.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B651 3500.000 TON | 32.05000 112175.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0240 424B655 25.000 TON | 77.42000 1935.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424B662 127.000 TON | 49.52000 6289.04| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B681 2822.000 TON | 34.06000 96117.32| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0300 424B692 179.000 TON | 43.32000 7754.28| | Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -13 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424C360 4500.000 TON | 32.29000 145305.00| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0330 424C368 1114.000 TON | 37.53000 41808.42| | Superpave Bituminous Concrete Base | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0340 424C370 89.000 TON | 59.69000 5312.41| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 430B014 196.000 TON | 23.59000 4623.64| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0360 450B000 427.000 SQYD| 65.00000 27755.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0370 502A000 189110.000 LB | 0.50000 94555.00| | Steel Reinforcement | | | 0380 502B000 LUMP| 100000.00000 100000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 875+90 NBR, Approx.| | | 183475 lbs. | | | 0390 502B001 LUMP| 100000.00000 100000.00| | Steel Reinforcement For Bridge | | | Superstructure Sta. 875+90 SBR, Approx. | | | 183475 lbs. | | | 0400 502B002 LUMP| 40000.00000 40000.00| | Steel Reinforcement For Bridge | | | Superstructure STA.863+71 SBR, APPROX. | | | 71600 LBS. | | | 0410 502B003 LUMP| 40000.00000 40000.00| | Steel Reinforcement For Bridge | | | Superstructure Sta. 863+71 NBR, Approx. | | | 71600 lbs | | | 0420 505G003 384.000 EACH| 90.00000 34560.00| | Pile Points (Type A, 12") | | | 0430 505M002 7972.000 LF | 24.00000 191328.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -14 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 506A003 120.000 LF | 265.96000 31915.20| | Drilled Shaft Excavation, 5'-0" Diamete | | | 0450 506A004 60.000 LF | 265.96000 15957.60| | Drilled Shaft Excavation, 3'-0" Diamete | | | 0460 506B001 66.000 LF | 638.30000 42127.80| | Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0470 506B004 80.000 LF | 1063.83000 85106.40| | Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0480 506C040 126.000 LF | 53.19000 6701.94| | Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0490 506C043 80.000 LF | 53.19000 4255.20| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0500 506C044 120.000 LF | 53.19000 6382.80| | Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0510 506F006 120.000 LF | 106.38000 12765.60| | Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0520 506G000 2.000 EACH| 1063.83000 2127.66| | Crosshole Sonic Logging, 3'-0" Diameter | | | 0530 506G003 4.000 EACH| 1063.83000 4255.32| | Crosshole Sonic Logging, 4'-6" Diameter | | | 0540 508A000 43750.000 LB | 2.50000 109375.00| | Structural Steel | | | 0550 510A000 964.000 CUYD| 300.00000 289200.00| | Bridge Substructure Concrete, Class A | | | 0560 510C051 LUMP| 400000.00000 400000.00| | Bridge Concrete Superstructure, Sta. | | | 875+90 NBR, Approx. 911 c.y. | | | 0570 510C052 LUMP| 400000.00000 400000.00| | Bridge Concrete Superstructure, Sta. | | | 875+90 SBR, Approx. 911 c.y. | | | 0580 510C053 LUMP| 150000.00000 150000.00| | Bridge Concrete Superstructure, Sta. | | | 863+71 SBR, Approx. 298 cy | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -15 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 510C054 LUMP| 150000.00000 150000.00| | Bridge Concrete Superstructure, STA. | | | 863+71 NBR, APPROX. 298 CY | | | 0600 510E000 6928.000 SQYD| 2.50000 17320.00| | Grooving Concrete Bridge Decks | | | 0610 511A001 216.000 EACH| 300.00000 64800.00| | Elastomeric Bearings, Type 2 | | | 0620 513B005 2840.000 LF | 90.00000 255600.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0630 513B015 5940.000 LF | 140.00000 831600.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0640 513B017 1554.000 LF | 150.00000 233100.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0650 530A002 312.000 LF | 36.48000 11381.76| | 24" Roadway Pipe (Class 3 R.C.) | | | 0660 535B092 152.000 LF | 86.35000 13125.20| | 44" Span, 27" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0670 600A000 LUMP| 1649018.15000 1649018.15| | Mobilization | | | 0680 601A000 1.000 EACH| 15362.33000 15362.33| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0690 602A000 6.000 EACH| 303.58000 1821.48| | Right Of Way Markers | | | 0700 605A002 9810.000 LF | 3.64000 35708.40| | Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0710 605B000 15.000 EACH| 305.00000 4575.00| | Special Underdrain Outlet, Type A | | | 0720 610C001 11138.000 TON | 24.50000 272881.00| | Loose Riprap, Class 2 | | | 0730 610C002 1722.000 TON | 26.00000 44772.00| | Loose Riprap, Class 3 | | | 0740 610D003 9048.000 SQYD| 3.20000 28953.60| | Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -16 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 614A000 15.000 CUYD| 375.00000 5625.00| | Slope Paving | | | 0760 619A003 3.000 EACH| 650.00000 1950.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619B144 4.000 EACH| 1900.00000 7600.00| | 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0780 621A000 3.000 EACH| 2400.00000 7200.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0790 621C020 3.000 EACH| 1500.00000 4500.00| | Inlets, Type Y | | | 0800 621D019 7.000 EACH| 500.00000 3500.00| | Inlet Units, Type Y | | | 0810 630A001 3188.000 LF | 11.15000 35546.20| | Steel Beam Guardrail, Class A, Type 2 | | | 0820 630C001 1.000 EACH| 650.00000 650.00| | Guardrail End Anchor, Type 8 | | | 0830 630C003 14.000 EACH| 1050.00000 14700.00| | Guardrail End Anchor, Type 13 | | | 0840 630C070 11.000 EACH| 1150.00000 12650.00| | Guardrail End Anchor, Type 10 Series | | | 0850 641A001 400.000 LF | 10.17000 4068.00| | 3/4 Inch Copper Water Pipe Laid (Type K | | | 0860 641A002 200.000 LF | 10.81000 2162.00| | 1 Inch Copper Water Pipe Laid (Type K) | | | 0870 641A037 100.000 LF | 74.20000 7420.00| | 10 Inch D. I. Water Main Laid | | | 0880 641A038 70.000 LF | 79.50000 5565.00| | 12 Inch D. I. Water Main Laid | | | 0890 641A084 3800.000 LF | 91.16000 346408.00| | 20 Inch D.I. Water Main Laid | | | (Restrained Joint) | | | 0900 643A000 6.000 EACH| 593.60000 3561.60| | Water Meters Reset | | | 0910 649A029 390.000 LF | 174.90000 68211.00| | 36 Inch Encasement Pipe, Type 1 | | | Installation | | | 0920 649A046 50.000 LF | 127.20000 6360.00| | 20 Inch Encasement Pipe, Type 1 | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -17 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 649A051 415.000 LF | 612.68000 254262.20| | 36 Inch Encasement Pipe, Type 2 | | | Installation | | | 0940 650A000 6743.000 CUYD| 11.53000 77746.79| | Topsoil | | | 0950 652A050 10.000 ACRE| 600.00000 6000.00| | Seeding (Mix 1A) | | | 0960 652B050 7.000 ACRE| 500.00000 3500.00| | Temporary Seeding (Mix 1AT) | | | 0970 652C000 17.000 ACRE| 40.00000 680.00| | Mowing | | | 0980 652D050 7.000 ACRE| 600.00000 4200.00| | Seeding In Stubble (Mix 1A) | | | 0990 654A001 1613.000 SQYD| 4.00000 6452.00| | Solid Sodding (Bermuda) | | | 1000 656A000 13.000 ACRE| 400.00000 5200.00| | Mulching, Class A, Type 1 | | | 1010 656A001 4.000 ACRE| 500.00000 2000.00| | Mulching, Class A, Type 2 | | | 1020 665A000 10.000 ACRE| 400.00000 4000.00| | Temporary Seeding | | | 1030 665B000 10.000 ACRE| 400.00000 4000.00| | Temporary Mulching | | | 1040 665F000 2395.000 EACH| 10.85000 25985.75| | Hay Bales | | | 1050 665G000 500.000 EACH| 11.13000 5565.00| | Sand Bags | | | 1060 665I000 1825.000 TON | 24.50000 44712.50| | Temporary Riprap, Class 2 | | | 1070 665J000 13686.000 LF | 7.50000 102645.00| | Silt Fence, Type A | | | 1080 665K000 145.000 CUYD| 6.61000 958.45| | Drainage Sump Excavation | | | 1090 665L000 718.000 LF | 17.50000 12565.00| | Floating Basin Boom | | | 1100 680A000 LUMP| 256842.20000 256842.20| | Engineering Controls | | | 1110 701A028 3.000 MILE| 2000.00000 6000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -18 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 701A032 2.000 MILE| 2000.00000 4000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1130 701A041 2.000 MILE| 1000.00000 2000.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1140 701B009 997.000 LF | 0.80000 797.60| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1150 701C000 6.000 MILE| 600.00000 3600.00| | Broken Temporary Traffic Stripe | | | 1160 701C001 7.000 MILE| 600.00000 4200.00| | Solid Temporary Traffic Stripe | | | 1170 701D007 2.000 MILE| 1750.00000 3500.00| | Solid Traffic Stripe Removed (Paint) | | | 1180 701D014 1.000 MILE| 1500.00000 1500.00| | Broken Traffic Stripe Removed (Paint) | | | 1190 701G121 1740.000 LF | 1.30000 2262.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1200 701G125 1740.000 LF | 3.46000 6020.40| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1210 701G133 1740.000 LF | 3.60000 6264.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1220 703A002 255.000 SQFT| 2.50000 637.50| | Traffic Control Markings, Class 2, Type | | | A | | | 1230 703B002 180.000 SQFT| 3.50000 630.00| | Traffic Control Legends, Class 2, Type | | | 1240 703D001 150.000 SQFT| 1.50000 225.00| | Temporary Traffic Control Markings | | | 1250 705A030 24.000 EACH| 6.00000 144.00| | Pavement Markers, Class A-H, Type 2-C | | | 1260 705A031 243.000 EACH| 6.00000 1458.00| | Pavement Markers, Class A-H, Type 1-A | | | 1270 705A037 54.000 EACH| 6.00000 324.00| | Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 023 -19 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20030822023 COUNTIES : TALLADEGA CALHOUN LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 707B003 1.000 EACH| 159.00000 159.00| | Type A Hazard Marker Installation | | | 1290 710A126 108.000 SQFT| 15.85000 1711.80| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1300 710B001 196.000 LF | 6.10000 1195.60| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1310 740B000 1086.000 SQFT| 7.42000 8058.12| | Construction Signs | | | 1320 740D000 200.000 EACH| 58.30000 11660.00| | Channelizing Drums | | | 1330 740E000 50.000 EACH| 10.07000 503.50| | Cones (36 Inches High) | | | 1340 740F002 25.000 EACH| 159.00000 3975.00| | Barricades, Type III | | | 1350 740I005 18.000 EACH| 967.25000 17410.50| | Warning Lights, Type B (Detachable Head | | | 1360 740M001 50.000 EACH| 6.63000 331.50| | Ballast For Cone | | | 1370 741C010 2.000 EACH| 1000.00000 2000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1380 999 000 3000.000 HOUR| 0.80000 2400.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,025,210.37| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,025,210.37| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20030822024 COUNTIES : BLOUNT LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0500(209) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Lecroy Drive over Parker Branch east of Susan Moore. Length - 0.271 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 414,425.53 100.0000% 2 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 468,590.93 113.0700% 3 23009 WHITAKER CONTRACTING CORPORATION $ 486,013.05 117.2739% 4 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 560,308.00 135.2011% 5 19037 SIMPSON BRIDGE COMPANY, INC. $ 698,035.67 168.4345% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030822024 COUNTIES : BLOUNT LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03071 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |CHRISTOPHER PLUMBING & ELEC |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 11200.00000 11200.00| 18000.00000 18000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 206A000 LUMP| 6800.00000 6800.00| 20000.00000 20000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 6+60.00 | | | 0030 206D000 123.000 LF | 10.00000 1230.00| 15.00000 1845.00| 5.00000 615.00 Removing Pipe | | | 0040 209A000 1.000 EACH| 200.00000 200.00| 100.00000 100.00| 200.00000 200.00 Mailbox Reset, Single | | | 0050 210A000 6083.000 CUYD| 5.62000 34186.46| 10.00000 60830.00| 10.20000 62046.60 Unclassified Excavation | | | 0060 210D023 100.000 CUYD| 8.50000 850.00| 14.00000 1400.00| 15.00000 1500.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0070 214A000 661.000 CUYD| 12.00000 7932.00| 10.25000 6775.25| 20.00000 13220.00 Structure Excavation | | | 0080 214B001 119.000 CUYD| 25.00000 2975.00| 18.50000 2201.50| 20.00000 2380.00 Foundation Backfill, Commercial | | | 0090 230A000 16.000 RBST| 900.00000 14400.00| 650.00000 10400.00| 250.00000 4000.00 Roadbed Processing | | | 0100 401A000 4100.000 SQYD| 0.35000 1435.00| 1.20000 4920.00| 0.80000 3280.00 Bituminous Treatment A | | | 0110 405A000 350.000 GAL | 1.80000 630.00| 1.50000 525.00| 2.50000 875.00 Tack Coat | | | 0120 429A201 275.000 TON | 52.00000 14300.00| 61.00000 16775.00| 44.32000 12188.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 460.000 TON | 41.00000 18860.00| 58.00000 26680.00| 33.87000 15580.20 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 429C201 1225.000 TON | 37.00000 45325.00| 56.00000 68600.00| 32.45000 39751.25 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0150 430B003 250.000 TON | 22.00000 5500.00| 30.00000 7500.00| 15.00000 3750.00 Aggregate Surfacing (ALDOT#57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030822024 COUNTIES : BLOUNT LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03071 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |CHRISTOPHER PLUMBING & ELEC |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 502A000 29866.000 LB | 0.78000 23295.48| 0.48000 14335.68| 0.50000 14933.00 Steel Reinforcement | | | 0170 524A011 199.000 CUYD| 340.00000 67660.00| 300.00000 59700.00| 465.00000 92535.00 Culvert Concrete (Cast In Place) | | | 0180 530B003 152.000 LF | 56.00000 8512.00| 47.00000 7144.00| 54.87000 8340.24 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0190 535A080 144.000 LF | 25.00000 3600.00| 23.00000 3312.00| 26.32000 3790.08 18" Side Drain Pipe (Class 3 R.C.) | | | 0200 600A000 LUMP| 32675.00000 32675.00| 8000.00000 8000.00| 55000.00000 55000.00 Mobilization | | | 0210 602A000 21.000 EACH| 150.00000 3150.00| 75.00000 1575.00| 180.00000 3780.00 Right Of Way Markers | | | 0220 610C001 278.000 TON | 25.00000 6950.00| 25.00000 6950.00| 30.00000 8340.00 Loose Riprap, Class 2 | | | 0230 610D000 220.000 SQYD| 4.50000 990.00| 3.50000 770.00| 5.50000 1210.00 Filter Blanket | | | 0240 619A101 6.000 EACH| 500.00000 3000.00| 600.00000 3600.00| 650.00000 3900.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0250 619B018 3.000 EACH| 600.00000 1800.00| 975.00000 2925.00| 1000.00000 3000.00 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0260 620A000 13.000 CUYD| 700.00000 9100.00| 700.00000 9100.00| 450.00000 5850.00 Minor Structure Concrete | | | 0270 621C027 1.000 EACH| 1600.00000 1600.00| 1250.00000 1250.00| 1800.00000 1800.00 Inlets, Type C | | | 0280 629A004 109.000 LF | 110.00000 11990.00| 58.00000 6322.00| 50.00000 5450.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0290 630A001 100.000 LF | 11.00000 1100.00| 24.00000 2400.00| 12.50000 1250.00 Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C003 4.000 EACH| 1000.00000 4000.00| 1600.00000 6400.00| 1210.00000 4840.00 Guardrail End Anchor, Type 13 | | | 0310 630C070 4.000 EACH| 1300.00000 5200.00| 1400.00000 5600.00| 1100.00000 4400.00 Guardrail End Anchor, Type 10 Series | | | 0320 637A001 257.000 LF | 6.00000 1542.00| 10.00000 2570.00| 5.00000 1285.00 Fence Reset (Includes All Types) | | | 0330 641A001 5.000 LF | 42.40000 212.00| 30.00000 150.00| 20.00000 100.00 3/4 Inch Copper Water Pipe Laid (Type K | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030822024 COUNTIES : BLOUNT LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03071 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |CHRISTOPHER PLUMBING & ELEC |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 641A004 75.000 LF | 10.18000 763.50| 35.00000 2625.00| 100.00000 7500.00 2 Inch Copper Water Pipe Laid (Type K) | | | 0350 641A034 148.000 LF | 14.33000 2120.84| 31.00000 4588.00| 20.00000 2960.00 6 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 0360 641A049 1546.000 LF | 10.00000 15460.00| 11.00000 17006.00| 20.00000 30920.00 6 Inch P.V.C. Water Main Laid | | | 0370 643A000 2.000 EACH| 675.00000 1350.00| 150.00000 300.00| 1000.00000 2000.00 Water Meters Reset | | | 0380 649A007 160.000 LF | 40.00000 6400.00| 35.00000 5600.00| 70.00000 11200.00 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 0390 650B000 1209.000 CUYD| 7.00000 8463.00| 6.75000 8160.75| 6.02000 7278.18 Topsoil From Stockpiles | | | 0400 652A053 1.000 ACRE| 500.00000 500.00| 1000.00000 1000.00| 600.00000 600.00 Seeding (Mix 1E) | | | 0410 656A000 1.000 ACRE| 400.00000 400.00| 1000.00000 1000.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0420 658A001 2.000 ACRE| 1060.00000 2120.00| 4356.00000 8712.00| 1150.00000 2300.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0430 665A000 1.000 ACRE| 500.00000 500.00| 900.00000 900.00| 550.00000 550.00 Temporary Seeding | | | 0440 665B000 1.000 ACRE| 500.00000 500.00| 900.00000 900.00| 500.00000 500.00 Temporary Mulching | | | 0450 665F000 51.000 EACH| 6.50000 331.50| 4.00000 204.00| 8.00000 408.00 Hay Bales | | | 0460 665J000 1573.000 LF | 4.75000 7471.75| 4.75000 7471.75| 3.50000 5505.50 Silt Fence, Type A | | | 0470 680A000 LUMP| 8800.00000 8800.00| 11500.00000 11500.00| 10000.00000 10000.00 Engineering Controls | | | 0480 701A030 1.000 MILE| 650.00000 650.00| 1650.00000 1650.00| 2000.00000 2000.00 Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0490 701A034 1.000 MILE| 650.00000 650.00| 1650.00000 1650.00| 2000.00000 2000.00 Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0500 703A002 20.000 SQFT| 2.00000 40.00| 3.50000 70.00| 10.00000 200.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 024 -5 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030822024 COUNTIES : BLOUNT LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 03071 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |CHRISTOPHER PLUMBING & ELEC |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 703B002 24.000 SQFT| 2.00000 48.00| 2.75000 66.00| 10.00000 240.00 Traffic Control Legends, Class 2, Type | | | 0520 740B000 276.000 SQFT| 8.50000 2346.00| 12.00000 3312.00| 8.00000 2208.00 Construction Signs | | | 0530 740F002 7.000 EACH| 165.00000 1155.00| 260.00000 1820.00| 170.00000 1190.00 Barricades, Type III | | | 0540 740I005 7.000 EACH| 308.00000 2156.00| 200.00000 1400.00| 252.00000 1764.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 414,425.53| $ 468,590.93| $ 486,013.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,425.53| $ 468,590.93| $ 486,013.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 024 -6 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030822024 COUNTIES : BLOUNT LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 20011 |( 5 ) 19037 |( ) |TRI-COUNTY CONCRETE CONSTRU |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| 20000.00000 20000.00| 41000.00000 41000.00| Clearing & Grubbing (Approximately 3 | | | ACRES) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 21000.00000 21000.00| Removal Of Old Bridge, Station 6+60.00 | | | 0030 206D000 123.000 LF | 10.00000 1230.00| 12.00000 1476.00| Removing Pipe | | | 0040 209A000 1.000 EACH| 50.00000 50.00| 50.00000 50.00| Mailbox Reset, Single | | | 0050 210A000 6083.000 CUYD| 10.00000 60830.00| 30.50000 185531.50| Unclassified Excavation | | | 0060 210D023 100.000 CUYD| 12.00000 1200.00| 10.50000 1050.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0070 214A000 661.000 CUYD| 20.00000 13220.00| 47.20000 31199.20| Structure Excavation | | | 0080 214B001 119.000 CUYD| 25.00000 2975.00| 24.00000 2856.00| Foundation Backfill, Commercial | | | 0090 230A000 16.000 RBST| 600.00000 9600.00| 367.00000 5872.00| Roadbed Processing | | | 0100 401A000 4100.000 SQYD| 2.00000 8200.00| 2.30000 9430.00| Bituminous Treatment A | | | 0110 405A000 350.000 GAL | 2.00000 700.00| 3.50000 1225.00| Tack Coat | | | 0120 429A201 275.000 TON | 80.00000 22000.00| 49.35000 13571.25| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429B201 460.000 TON | 70.00000 32200.00| 47.25000 21735.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0140 429C201 1225.000 TON | 70.00000 85750.00| 41.20000 50470.00| Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0150 430B003 250.000 TON | 22.00000 5500.00| 14.50000 3625.00| Aggregate Surfacing (ALDOT#57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 024 -7 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030822024 COUNTIES : BLOUNT LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 20011 |( 5 ) 19037 |( ) |TRI-COUNTY CONCRETE CONSTRU |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 502A000 29866.000 LB | 0.50000 14933.00| 0.52000 15530.32| Steel Reinforcement | | | 0170 524A011 199.000 CUYD| 350.00000 69650.00| 347.00000 69053.00| Culvert Concrete (Cast In Place) | | | 0180 530B003 152.000 LF | 80.00000 12160.00| 32.25000 4902.00| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0190 535A080 144.000 LF | 30.00000 4320.00| 32.25000 4644.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0200 600A000 LUMP| 30000.00000 30000.00| 61400.00000 61400.00| Mobilization | | | 0210 602A000 21.000 EACH| 100.00000 2100.00| 72.80000 1528.80| Right Of Way Markers | | | 0220 610C001 278.000 TON | 25.00000 6950.00| 24.50000 6811.00| Loose Riprap, Class 2 | | | 0230 610D000 220.000 SQYD| 6.00000 1320.00| 4.00000 880.00| Filter Blanket | | | 0240 619A101 6.000 EACH| 750.00000 4500.00| 780.00000 4680.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0250 619B018 3.000 EACH| 1500.00000 4500.00| 890.00000 2670.00| 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0260 620A000 13.000 CUYD| 1500.00000 19500.00| 630.00000 8190.00| Minor Structure Concrete | | | 0270 621C027 1.000 EACH| 2000.00000 2000.00| 1400.00000 1400.00| Inlets, Type C | | | 0280 629A004 109.000 LF | 215.00000 23435.00| 173.00000 18857.00| Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0290 630A001 100.000 LF | 15.00000 1500.00| 13.00000 1300.00| Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C003 4.000 EACH| 1600.00000 6400.00| 1155.00000 4620.00| Guardrail End Anchor, Type 13 | | | 0310 630C070 4.000 EACH| 1600.00000 6400.00| 1270.00000 5080.00| Guardrail End Anchor, Type 10 Series | | | 0320 637A001 257.000 LF | 10.00000 2570.00| 7.00000 1799.00| Fence Reset (Includes All Types) | | | 0330 641A001 5.000 LF | 6.00000 30.00| 30.00000 150.00| 3/4 Inch Copper Water Pipe Laid (Type K | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 024 -8 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030822024 COUNTIES : BLOUNT LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 20011 |( 5 ) 19037 |( ) |TRI-COUNTY CONCRETE CONSTRU |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 641A004 75.000 LF | 10.00000 750.00| 15.00000 1125.00| 2 Inch Copper Water Pipe Laid (Type K) | | | 0350 641A034 148.000 LF | 15.00000 2220.00| 32.00000 4736.00| 6 Inch D.I. Water Main Laid (Mechanical | | | Joint) | | | 0360 641A049 1546.000 LF | 6.00000 9276.00| 20.00000 30920.00| 6 Inch P.V.C. Water Main Laid | | | 0370 643A000 2.000 EACH| 200.00000 400.00| 550.00000 1100.00| Water Meters Reset | | | 0380 649A007 160.000 LF | 20.00000 3200.00| 76.00000 12160.00| 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 0390 650B000 1209.000 CUYD| 12.00000 14508.00| 9.50000 11485.50| Topsoil From Stockpiles | | | 0400 652A053 1.000 ACRE| 600.00000 600.00| 515.00000 515.00| Seeding (Mix 1E) | | | 0410 656A000 1.000 ACRE| 500.00000 500.00| 412.00000 412.00| Mulching, Class A, Type 1 | | | 0420 658A001 2.000 ACRE| 2400.00000 4800.00| 2160.00000 4320.00| Hydro-Seeding & Mulching (Mix 1E) | | | 0430 665A000 1.000 ACRE| 500.00000 500.00| 465.00000 465.00| Temporary Seeding | | | 0440 665B000 1.000 ACRE| 500.00000 500.00| 465.00000 465.00| Temporary Mulching | | | 0450 665F000 51.000 EACH| 15.00000 765.00| 6.00000 306.00| Hay Bales | | | 0460 665J000 1573.000 LF | 12.00000 18876.00| 4.50000 7078.50| Silt Fence, Type A | | | 0470 680A000 LUMP| 5000.00000 5000.00| 12500.00000 12500.00| Engineering Controls | | | 0480 701A030 1.000 MILE| 2500.00000 2500.00| 1030.00000 1030.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0490 701A034 1.000 MILE| 2500.00000 2500.00| 1030.00000 1030.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0500 703A002 20.000 SQFT| 12.00000 240.00| 2.40000 48.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 024 -9 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20030822024 COUNTIES : BLOUNT LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 20011 |( 5 ) 19037 |( ) |TRI-COUNTY CONCRETE CONSTRU |SIMPSON BRIDGE COMPANY, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 703B002 24.000 SQFT| 12.00000 288.00| 2.40000 57.60| Traffic Control Legends, Class 2, Type | | | 0520 740B000 276.000 SQFT| 12.00000 3312.00| 7.25000 2001.00| Construction Signs | | | 0530 740F002 7.000 EACH| 250.00000 1750.00| 155.00000 1085.00| Barricades, Type III | | | 0540 740I005 7.000 EACH| 300.00000 2100.00| 230.00000 1610.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 560,308.00| $ 698,035.67| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 560,308.00| $ 698,035.67| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20030822025 COUNTIES : CHEROKEE LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1000(210) for constructing the Resurfacing and Traffic Stripe on C.R.#14 from C.R.#19 to S.R.#9 at Coloma. Length 4.249 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 587,064.21 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 609,338.40 103.7942% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030822025 COUNTIES : CHEROKEE LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A040 4500.000 CUYD| 10.00000 45000.00| 10.00000 45000.00| Soil Aggregate, Section 823, Chert or | | | Red Dog (Inert), for | | | 0020 401B108 49867.000 SQYD| 0.62530 31181.84| 0.70000 34906.90| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1500.000 GAL | 1.35000 2025.00| 1.25000 1875.00| Tack Coat | | | 0040 424A341 4320.000 TON | 37.55000 162216.00| 38.00000 164160.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 2100.000 TON | 36.59000 76839.00| 36.00000 75600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B636 5485.000 TON | 29.40000 161259.00| 34.00000 186490.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0070 424C351 436.000 TON | 39.00000 17004.00| 38.00000 16568.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 33416.00000 33416.00| 26200.00000 26200.00| Mobilization | | | 0090 630A004 152.000 LF | 16.50000 2508.00| 16.50000 2508.00| Steel Beam Guardrail, Class B, Type 2 | | | 0100 630C022 8.000 EACH| 1285.00000 10280.00| 1285.00000 10280.00| Guardrail End Anchor, Type Special | | | 0110 630C070 8.000 EACH| 1250.00000 10000.00| 1250.00000 10000.00| Guardrail End Anchor, Type 10 Series | | | 0120 701A031 9.000 MILE| 1060.50000 9544.50| 1050.00000 9450.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0130 701A035 6.000 MILE| 1191.80000 7150.80| 1180.00000 7080.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20030822025 COUNTIES : CHEROKEE LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A045 3.000 MILE| 656.50000 1969.50| 650.00000 1950.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701C000 10.000 MILE| 454.50000 4545.00| 450.00000 4500.00| Broken Temporary Traffic Stripe | | | 0160 701C001 20.000 MILE| 494.90000 9898.00| 490.00000 9800.00| Solid Temporary Traffic Stripe | | | 0170 703A002 175.000 SQFT| 2.53000 442.75| 2.50000 437.50| Traffic Control Markings, Class 2, Type | | | A | | | 0180 740B000 209.000 SQFT| 8.48000 1772.32| 12.00000 2508.00| Construction Signs | | | 0190 740E000 25.000 EACH| 0.50000 12.50| 1.00000 25.00| Cones (36 Inches High) | | | SECTION TOTALS | $ 587,064.21| $ 609,338.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 587,064.21| $ 609,338.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20030822026 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1300(203) for constructing the Bridge Replacement (Bridge Culvert) on Glover Road over Bashi Creek northwest of Thomasville. Length - 0.009 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20021 C. THORNTON, INC. $ 126,925.88 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 134,738.00 106.1549% 3 23071 WARRIOR CONSTRUCTORS, INC. $ 270,169.58 212.8562% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20030822026 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 08017 |( 3 ) 23071 |C. THORNTON, INC. |H & L CONSTRUCTION, INC. |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210A000 100.000 CUYD| 4.00000 400.00| 20.00000 2000.00| 15.00000 1500.00 Unclassified Excavation | | | 0020 214A000 350.000 CUYD| 6.00000 2100.00| 7.50000 2625.00| 10.00000 3500.00 Structure Excavation | | | 0030 214B000 140.000 CUYD| 15.00000 2100.00| 35.00000 4900.00| 30.00000 4200.00 Foundation Backfill, Local | | | 0040 502A000 36106.000 LB | 0.48000 17330.88| 0.50000 18053.00| 0.68000 24552.08 Steel Reinforcement | | | 0050 524A011 259.000 CUYD| 295.00000 76405.00| 350.00000 90650.00| 675.00000 174825.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 18000.00000 18000.00| 5000.00000 5000.00| 31000.00000 31000.00 Mobilization | | | 0070 610C001 150.000 TON | 30.00000 4500.00| 35.00000 5250.00| 40.00000 6000.00 Loose Riprap, Class 2 | | | 0080 610D000 150.000 SQYD| 2.00000 300.00| 3.50000 525.00| 3.00000 450.00 Filter Blanket | | | 0090 665E000 100.000 SQYD| 0.50000 50.00| 3.00000 300.00| 3.00000 300.00 Polyethylene | | | 0100 665F000 25.000 EACH| 5.00000 125.00| 5.00000 125.00| 10.00000 250.00 Hay Bales | | | 0110 665G000 50.000 EACH| 1.50000 75.00| 3.00000 150.00| 7.35000 367.50 Sand Bags | | | 0120 665J000 300.000 LF | 4.00000 1200.00| 7.00000 2100.00| 8.50000 2550.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 15000.00000 15000.00 Engineering Controls | | | 0140 740B000 45.000 SQFT| 12.00000 540.00| 8.00000 360.00| 15.00000 675.00 Construction Signs | | | 0150 740F002 4.000 EACH| 300.00000 1200.00| 250.00000 1000.00| 750.00000 3000.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 300.00000 600.00| 350.00000 700.00| 1000.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 126,925.88| $ 134,738.00| $ 270,169.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 126,925.88| $ 134,738.00| $ 270,169.58 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20030822028 COUNTIES : COOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1900(201) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#89 over Harold Creek south of Kellyton. Length - 0.003 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 67,278.26 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 89,784.40 133.4523% 3 23071 WARRIOR CONSTRUCTORS, INC. $ 174,981.20 260.0858% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20030822028 COUNTIES : COOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 08017 |( 3 ) 23071 |WARE CONSTRUCTION CO., INC. |H & L CONSTRUCTION, INC. |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 4500.00000 4500.00| 5000.00000 5000.00| 60000.00000 60000.00 Removal Of Old Bridge, Station 2+19.00 | | | 0020 214A000 180.000 CUYD| 10.00000 1800.00| 25.00000 4500.00| 10.00000 1800.00 Structure Excavation | | | 0030 214B001 120.000 CUYD| 18.00000 2160.00| 35.00000 4200.00| 30.00000 3600.00 Foundation Backfill, Commercial | | | 0040 502A000 15788.000 LB | 0.52000 8209.76| 0.55000 8683.40| 0.65000 10262.20 Steel Reinforcement | | | 0050 524A011 101.000 CUYD| 345.00000 34845.00| 520.00000 52520.00| 575.00000 58075.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 7000.00000 7000.00| 5000.00000 5000.00| 16200.00000 16200.00 Mobilization | | | 0070 610C001 46.000 TON | 20.00000 920.00| 30.00000 1380.00| 35.00000 1610.00 Loose Riprap, Class 2 | | | 0080 610D000 46.000 SQYD| 2.25000 103.50| 3.50000 161.00| 4.00000 184.00 Filter Blanket | | | 0090 665F000 40.000 EACH| 3.00000 120.00| 4.50000 180.00| 10.00000 400.00 Hay Bales | | | 0100 665J000 400.000 LF | 4.00000 1600.00| 6.00000 2400.00| 8.25000 3300.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 10000.00000 10000.00 Engineering Controls | | | 0120 740B000 170.000 SQFT| 12.00000 2040.00| 8.00000 1360.00| 15.00000 2550.00 Construction Signs | | | 0130 740F002 8.000 EACH| 235.00000 1880.00| 250.00000 2000.00| 500.00000 4000.00 Barricades, Type III | | | 0140 740I005 4.000 EACH| 150.00000 600.00| 350.00000 1400.00| 750.00000 3000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 67,278.26| $ 89,784.40| $ 174,981.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 67,278.26| $ 89,784.40| $ 174,981.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20030822030 COUNTIES : FAYETTE LETTING DATE : 08/22/03 10:00 AM DIVISION : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2900(205) for constructing the Bridge Replacement (Precast) on Hollingsworth Road over Luxapallila Creek Relief north of Fayette. Length - 0.006 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 112,909.50 100.0000% 2 23071 WARRIOR CONSTRUCTORS, INC. $ 119,854.00 106.1505% 3 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 121,935.00 107.9936% 4 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 130,548.00 115.6218% 5 02088 B & B ENGINEERING & DESIGN $ 134,981.00 119.5480% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030822030 COUNTIES : FAYETTE LETTING DATE : 08/22/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 23071 |( 3 ) 20011 |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 1500.00000 1500.00| 10250.00000 10250.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 3+12.09 | | | TO STATION 3+37.56 | | | 0030 210A000 100.000 CUYD| 4.00000 400.00| 6.00000 600.00| 12.00000 1200.00 Unclassified Excavation | | | 0040 505M002 840.000 LF | 23.50000 19740.00| 23.50000 19740.00| 25.00000 21000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 507A000 2.000 EACH| 2730.00000 5460.00| 2500.00000 5000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0060 511A000 22.000 EACH| 69.00000 1518.00| 80.00000 1760.00| 75.00000 1650.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3681.00000 7362.00| 3500.00000 7000.00| 3500.00000 7000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512C004 6.000 EACH| 3087.00000 18522.00| 3000.00000 18000.00| 3500.00000 21000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0090 512C007 2.000 EACH| 3322.00000 6644.00| 3000.00000 6000.00| 3200.00000 6400.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0100 512D002 2.000 EACH| 3412.00000 6824.00| 3500.00000 7000.00| 3200.00000 6400.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0110 512E000 16.000 EACH| 400.00000 6400.00| 350.00000 5600.00| 400.00000 6400.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0120 512F000 8.000 EACH| 540.00000 4320.00| 450.00000 3600.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W1 | | | 0130 512G000 4.000 EACH| 585.00000 2340.00| 450.00000 1800.00| 600.00000 2400.00 Precast Concrete Abutment Wing Cap Pane | | | 0140 600A000 LUMP| 6800.00000 6800.00| 8000.00000 8000.00| 1500.00000 1500.00 Mobilization | | | 0150 610C001 126.000 TON | 27.50000 3465.00| 27.00000 3402.00| 25.00000 3150.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030822030 COUNTIES : FAYETTE LETTING DATE : 08/22/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 23071 |( 3 ) 20011 |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610D003 89.000 SQYD| 3.00000 267.00| 3.00000 267.00| 5.00000 445.00 Filter Blanket, Geotextile | | | 0170 630C003 4.000 EACH| 1250.00000 5000.00| 1000.00000 4000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0180 630C050 4.000 EACH| 1650.00000 6600.00| 1500.00000 6000.00| 1650.00000 6600.00 Guardrail End Anchor, Type 20 Series | | | 0190 665F000 50.000 EACH| 5.00000 250.00| 8.00000 400.00| 10.00000 500.00 Hay Bales | | | 0200 665J000 500.000 LF | 4.00000 2000.00| 3.00000 1500.00| 10.00000 5000.00 Silt Fence, Type A | | | 0210 680A000 LUMP| 2000.00000 2000.00| 1500.00000 1500.00| 2000.00000 2000.00 Engineering Controls | | | 0220 740B000 109.000 SQFT| 7.50000 817.50| 15.00000 1635.00| 10.00000 1090.00 Construction Signs | | | 0230 740F002 8.000 EACH| 160.00000 1280.00| 400.00000 3200.00| 250.00000 2000.00 Barricades, Type III | | | 0240 740I005 4.000 EACH| 100.00000 400.00| 400.00000 1600.00| 300.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 112,909.50| $ 119,854.00| $ 121,935.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 112,909.50| $ 119,854.00| $ 121,935.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030822030 COUNTIES : FAYETTE LETTING DATE : 08/22/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 02088 |( ) |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN | 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| 5000.00000 5000.00| Clearing & Grubbing (Approximately 2 | | | ACRES) | | | 0020 206A000 LUMP| 3000.00000 3000.00| 7000.00000 7000.00| Removal Of Old Bridge, Station 3+12.09 | | | TO STATION 3+37.56 | | | 0030 210A000 100.000 CUYD| 10.00000 1000.00| 10.00000 1000.00| Unclassified Excavation | | | 0040 505M002 840.000 LF | 24.00000 20160.00| 25.00000 21000.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 507A000 2.000 EACH| 1750.00000 3500.00| 2500.00000 5000.00| Wire Rope Abutment Anchor Assembly | | | 0060 511A000 22.000 EACH| 60.00000 1320.00| 70.00000 1540.00| Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 2800.00000 5600.00| 3200.00000 6400.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512C004 6.000 EACH| 2800.00000 16800.00| 3000.00000 18000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0090 512C007 2.000 EACH| 3050.00000 6100.00| 3200.00000 6400.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0100 512D002 2.000 EACH| 3100.00000 6200.00| 3000.00000 6000.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0110 512E000 16.000 EACH| 275.00000 4400.00| 400.00000 6400.00| Precast Concrete Abutment Panels, Type | | | A1 | | | 0120 512F000 8.000 EACH| 450.00000 3600.00| 450.00000 3600.00| Precast Concrete Wing Panels, Type W1 | | | 0130 512G000 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| Precast Concrete Abutment Wing Cap Pane | | | 0140 600A000 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| Mobilization | | | 0150 610C001 126.000 TON | 22.00000 2772.00| 25.00000 3150.00| Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 030 -5 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20030822030 COUNTIES : FAYETTE LETTING DATE : 08/22/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18036 |( 5 ) 02088 |( ) |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610D003 89.000 SQYD| 4.00000 356.00| 4.00000 356.00| Filter Blanket, Geotextile | | | 0170 630C003 4.000 EACH| 1400.00000 5600.00| 1500.00000 6000.00| Guardrail End Anchor, Type 13 | | | 0180 630C050 4.000 EACH| 1650.00000 6600.00| 1500.00000 6000.00| Guardrail End Anchor, Type 20 Series | | | 0190 665F000 50.000 EACH| 5.00000 250.00| 6.00000 300.00| Hay Bales | | | 0200 665J000 500.000 LF | 4.00000 2000.00| 6.00000 3000.00| Silt Fence, Type A | | | 0210 680A000 LUMP| 6000.00000 6000.00| 1000.00000 1000.00| Engineering Controls | | | 0220 740B000 109.000 SQFT| 10.00000 1090.00| 15.00000 1635.00| Construction Signs | | | 0230 740F002 8.000 EACH| 500.00000 4000.00| 400.00000 3200.00| Barricades, Type III | | | 0240 740I005 4.000 EACH| 300.00000 1200.00| 250.00000 1000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 130,548.00| $ 134,981.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 130,548.00| $ 134,981.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20030822031 COUNTIES : MORGAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5200(213) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#1296 (Apple Grove Road) at Kennedy Creek east of Eva. Length 0.090 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02011 BROOKS & SON CONSTRUCTION $ 134,945.30 100.0000% 2 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 160,634.24 119.0366% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030822031 COUNTIES : MORGAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02011 |( 2 ) 03071 |( ) |BROOKS & SON CONSTRUCTION |CHRISTOPHER PLUMBING & ELEC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 1000.00000 1000.00| 8500.00000 8500.00| Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 206A000 LUMP| 1200.00000 1200.00| 12000.00000 12000.00| Removal Of Old Bridge, Station 3+98.8 | | | TO STA 4+20.8 | | | 0030 206D000 30.000 LF | 20.00000 600.00| 10.00000 300.00| Removing Pipe | | | 0040 210A000 260.000 CUYD| 6.50000 1690.00| 11.20000 2912.00| Unclassified Excavation | | | 0050 210D001 1179.000 CUYD| 8.50000 10021.50| 10.20000 12025.80| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 594.000 CUYD| 10.00000 5940.00| 12.00000 7128.00| Structure Excavation | | | 0070 214B001 131.000 CUYD| 18.00000 2358.00| 18.00000 2358.00| Foundation Backfill, Commercial | | | 0080 230A000 5.000 RBST| 300.00000 1500.00| 580.00000 2900.00| Roadbed Processing | | | 0090 301A004 427.000 SQYD| 3.80000 1622.60| 3.75000 1601.25| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0100 301A012 1584.000 SQYD| 5.80000 9187.20| 5.10000 8078.40| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 401A000 1120.000 SQYD| 0.90000 1008.00| 1.20000 1344.00| Bituminous Treatment A | | | 0120 405A000 34.000 GAL | 3.50000 119.00| 1.50000 51.00| Tack Coat | | | 0130 429A201 80.000 TON | 48.00000 3840.00| 56.00000 4480.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429B201 160.000 TON | 46.00000 7360.00| 54.00000 8640.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030822031 COUNTIES : MORGAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02011 |( 2 ) 03071 |( ) |BROOKS & SON CONSTRUCTION |CHRISTOPHER PLUMBING & ELEC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502A000 27624.000 LB | 0.50000 13812.00| 0.48000 13259.52| Steel Reinforcement | | | 0160 524A011 158.000 CUYD| 280.00000 44240.00| 300.00000 47400.00| Culvert Concrete (Cast In Place) | | | 0170 535A080 48.000 LF | 38.00000 1824.00| 23.00000 1104.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0180 600A000 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| Mobilization | | | 0190 610C001 112.000 TON | 28.00000 3136.00| 25.00000 2800.00| Loose Riprap, Class 2 | | | 0200 610D000 121.000 SQYD| 4.00000 484.00| 2.75000 332.75| Filter Blanket | | | 0210 619A126 1.000 EACH| 1000.00000 1000.00| 555.00000 555.00| 18" Side Drain Pipe End Treatment, | | | Class 2 | | | 0220 650A000 124.000 CUYD| 9.00000 1116.00| 9.23000 1144.52| Topsoil | | | 0230 652A053 1.000 ACRE| 9.00000 9.00| 1000.00000 1000.00| Seeding (Mix 1E) | | | 0240 656A001 1.000 ACRE| 950.00000 950.00| 1000.00000 1000.00| Mulching, Class A, Type 2 | | | 0250 665F000 50.000 EACH| 5.00000 250.00| 4.00000 200.00| Hay Bales | | | 0260 665J000 100.000 LF | 5.00000 500.00| 4.25000 425.00| Silt Fence, Type A | | | 0270 680A000 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| Engineering Controls | | | 0280 701A031 1.000 MILE| 1800.00000 1800.00| 1725.00000 1725.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 1800.00000 1800.00| 1725.00000 1725.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701C001 1.000 MILE| 800.00000 800.00| 675.00000 675.00| Solid Temporary Traffic Stripe | | | 0310 705A037 12.000 EACH| 12.00000 144.00| 7.25000 87.00| Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 286.000 SQFT| 9.00000 2574.00| 10.50000 3003.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20030822031 COUNTIES : MORGAN LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02011 |( 2 ) 03071 |( ) |BROOKS & SON CONSTRUCTION |CHRISTOPHER PLUMBING & ELEC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740F002 8.000 EACH| 210.00000 1680.00| 260.00000 2080.00| Barricades, Type III | | | 0340 740I005 4.000 EACH| 95.00000 380.00| 200.00000 800.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 134,945.30| $ 160,634.24| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 134,945.30| $ 160,634.24| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20030822032 COUNTIES : ST. CLAIR LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-5803(200) for constructing the Bridge Replacement (Precast) on C.R.#27 at Dry Creek southwest of Pell City. Length 0.012 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 244,290.00 100.0000% 2 23071 WARRIOR CONSTRUCTORS, INC. $ 245,857.50 100.6417% 3 07053 G & R PLANT MAINTENANCE, INC. $ 281,840.00 115.3711% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030822032 COUNTIES : ST. CLAIR LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( 3 ) 07053 |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. |G & R PLANT MAINTENANCE, 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| 75000.00000 75000.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 5+23.28 | | | 0020 210A000 515.000 CUYD| 10.00000 5150.00| 2.50000 1287.50| 10.00000 5150.00 Unclassified Excavation | | | 0030 502A000 55.000 LB | 2.00000 110.00| 5.00000 275.00| 15.00000 825.00 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 3000.00000 3000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| 3000.00000 3000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0060 505M002 470.000 LF | 20.00000 9400.00| 23.00000 10810.00| 75.00000 35250.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0070 507A000 2.000 EACH| 2000.00000 4000.00| 2600.00000 5200.00| 1500.00000 3000.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 8.000 CUYD| 300.00000 2400.00| 250.00000 2000.00| 600.00000 4800.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 33.000 EACH| 150.00000 4950.00| 80.00000 2640.00| 75.00000 2475.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 1000.00000 2000.00| 4000.00000 8000.00| 3630.00000 7260.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| 3800.00000 3800.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0120 512C004 12.000 EACH| 4000.00000 48000.00| 3500.00000 42000.00| 3580.00000 42960.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 4.000 EACH| 4000.00000 16000.00| 3500.00000 14000.00| 3620.00000 14480.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 4000.00000 16000.00| 4000.00000 16000.00| 3610.00000 14440.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20030822032 COUNTIES : ST. CLAIR LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 23071 |( 3 ) 07053 |ALABAMA BRIDGE BUILDERS, IN |WARRIOR CONSTRUCTORS, INC. |G & R PLANT MAINTENANCE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512E002 8.000 EACH| 4000.00000 32000.00| 450.00000 3600.00| 1250.00000 10000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0160 512F002 4.000 EACH| 4000.00000 16000.00| 750.00000 3000.00| 1400.00000 5600.00 Precast Concrete Wing Panels, Type W3 | | | 0170 512G000 4.000 EACH| 4000.00000 16000.00| 500.00000 2000.00| 1460.00000 5840.00 Precast Concrete Abutment Wing Cap Pane | | | 0180 600A000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 50000.00000 50000.00 Mobilization | | | 0190 610C001 260.000 TON | 20.00000 5200.00| 25.00000 6500.00| 30.00000 7800.00 Loose Riprap, Class 2 | | | 0200 610D003 200.000 SQYD| 5.00000 1000.00| 3.00000 600.00| 10.00000 2000.00 Filter Blanket, Geotextile | | | 0210 630C003 4.000 EACH| 1150.00000 4600.00| 1000.00000 4000.00| 1440.00000 5760.00 Guardrail End Anchor, Type 13 | | | 0220 630C050 4.000 EACH| 1325.00000 5300.00| 1500.00000 6000.00| 1660.00000 6640.00 Guardrail End Anchor, Type 20 Series | | | 0230 665F000 50.000 EACH| 5.00000 250.00| 8.00000 400.00| 10.00000 500.00 Hay Bales | | | 0240 665J000 280.000 LF | 10.00000 2800.00| 8.00000 2240.00| 15.00000 4200.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 8000.00000 8000.00 Engineering Controls | | | 0260 740B000 287.000 SQFT| 10.00000 2870.00| 15.00000 4305.00| 10.00000 2870.00 Construction Signs | | | 0270 740F002 10.000 EACH| 200.00000 2000.00| 500.00000 5000.00| 200.00000 2000.00 Barricades, Type III | | | 0280 740I005 2.000 EACH| 130.00000 260.00| 500.00000 1000.00| 95.00000 190.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 244,290.00| $ 245,857.50| $ 281,840.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 244,290.00| $ 245,857.50| $ 281,840.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20030822034 COUNTIES : WASHINGTON LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-6511(201) for constructing the Bridge Replacement (Precast) on C.R.#4 at Bates Creek northwest of Fairford. Length 0.053 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 534,236.18 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 568,166.00 106.3511% 3 13099 MCINNIS, LLC $ 592,498.50 110.9057% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030822034 COUNTIES : WASHINGTON LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 06001 |( 3 ) 13099 |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 45000.00000 45000.00| 134000.00000 134000.00| 55000.00000 55000.00 Removal Of Old Bridge, Station 10+00.00 | | | 0020 502A000 287.000 LB | 2.00000 574.00| 1.00000 287.00| 1.00000 287.00 Steel Reinforcement | | | 0030 505M000 2160.000 LF | 20.00000 43200.00| 22.00000 47520.00| 25.00000 54000.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0040 505M002 200.000 LF | 25.00000 5000.00| 25.00000 5000.00| 35.00000 7000.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 507A000 2.000 EACH| 3000.00000 6000.00| 2000.00000 4000.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0060 510A000 48.000 CUYD| 800.00000 38400.00| 350.00000 16800.00| 520.00000 24960.00 Bridge Substructure Concrete, Class A | | | 0070 511A000 99.000 EACH| 100.00000 9900.00| 60.00000 5940.00| 100.00000 9900.00 Elastomeric Bearings, Type 1 | | | 0080 512A014 2.000 EACH| 2700.00000 5400.00| 2500.00000 5000.00| 3100.00000 6200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0090 512B004 7.000 EACH| 3165.00000 22155.00| 3000.00000 21000.00| 3400.00000 23800.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0100 512C004 48.000 EACH| 3120.00000 149760.00| 2800.00000 134400.00| 3250.00000 156000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0110 512C007 16.000 EACH| 3240.00000 51840.00| 3000.00000 48000.00| 3300.00000 52800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0120 512D002 4.000 EACH| 3430.00000 13720.00| 3000.00000 12000.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0130 512D005 12.000 EACH| 3460.00000 41520.00| 3000.00000 36000.00| 3500.00000 42000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0140 512E002 12.000 EACH| 350.00000 4200.00| 500.00000 6000.00| 500.00000 6000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20030822034 COUNTIES : WASHINGTON LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 06001 |( 3 ) 13099 |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512F002 6.000 EACH| 620.00000 3720.00| 500.00000 3000.00| 750.00000 4500.00 Precast Concrete Wing Panels, Type W3 | | | 0160 512G000 4.000 EACH| 390.00000 1560.00| 500.00000 2000.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Pane | | | 0170 600A000 LUMP| 54239.43000 54239.43| 50000.00000 50000.00| 60000.00000 60000.00 Mobilization | | | 0180 610C001 425.000 TON | 30.00000 12750.00| 33.00000 14025.00| 30.00000 12750.00 Loose Riprap, Class 2 | | | 0190 610D003 475.000 SQYD| 2.00000 950.00| 3.50000 1662.50| 2.60000 1235.00 Filter Blanket, Geotextile | | | 0200 630C003 4.000 EACH| 950.00000 3800.00| 1200.00000 4800.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0210 630C070 4.000 EACH| 1200.00000 4800.00| 1600.00000 6400.00| 1375.00000 5500.00 Guardrail End Anchor, Type 10 Series | | | 0220 665F000 50.000 EACH| 6.25000 312.50| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0230 665J000 525.000 LF | 3.20000 1680.00| 3.50000 1837.50| 6.50000 3412.50 Silt Fence, Type A | | | 0240 680A000 LUMP| 10000.00000 10000.00| 2000.00000 2000.00| 35000.00000 35000.00 Engineering Controls | | | 0250 740B000 237.000 SQFT| 8.25000 1955.25| 12.00000 2844.00| 12.00000 2844.00 Construction Signs | | | 0260 740F002 8.000 EACH| 150.00000 1200.00| 250.00000 2000.00| 300.00000 2400.00 Barricades, Type III | | | 0270 740I005 4.000 EACH| 150.00000 600.00| 350.00000 1400.00| 165.00000 660.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 534,236.18| $ 568,166.00| $ 592,498.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 534,236.18| $ 568,166.00| $ 592,498.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20030822051 COUNTIES : MARSHALL LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-048-075-003 for constructing the Widening, Resurfacing and Traffic Stripe (Turn Lane) on S.R.#75 in Douglas. Length - 0.378 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 175,610.11 100.0000% 2 18037 REED CONTRACTING SERVICES, INC. $ 223,261.40 127.1347% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030822051 COUNTIES : MARSHALL LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18037 |( ) |WHITAKER CONTRACTING CORPOR |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 2500.00000 2500.00| 4240.00000 4240.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206D000 190.000 LF | 5.00000 950.00| 12.75000 2422.50| Removing Pipe | | | 0030 210A000 1039.000 CUYD| 5.65000 5870.35| 11.25000 11688.75| Unclassified Excavation | | | 0040 210D001 1988.000 CUYD| 8.60000 17096.80| 15.90000 31609.20| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 30.000 CUYD| 20.00000 600.00| 8.45000 253.50| Structure Excavation | | | 0060 214B001 2.000 CUYD| 38.00000 76.00| 31.80000 63.60| Foundation Backfill, Commercial | | | 0070 405A000 278.000 GAL | 2.90000 806.20| 3.50000 973.00| Tack Coat | | | 0080 424A360 403.000 TON | 39.48000 15910.44| 53.00000 21359.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B651 225.000 TON | 34.16000 7686.00| 49.75000 11193.75| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B655 10.000 TON | 50.00000 500.00| 57.00000 570.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B657 10.000 TON | 50.00000 500.00| 60.00000 600.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0120 424B682 322.000 TON | 34.16000 10999.52| 47.55000 15311.10| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424C361 358.000 TON | 34.16000 12229.28| 43.00000 15394.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030822051 COUNTIES : MARSHALL LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18037 |( ) |WHITAKER CONTRACTING CORPOR |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 530A001 4.000 LF | 70.00000 280.00| 74.20000 296.80| 18" Roadway Pipe (Class 3 R.C.) | | | 0150 530A004 24.000 LF | 52.60000 1262.40| 90.00000 2160.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0160 530A101 9.000 LF | 70.00000 630.00| 76.00000 684.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0170 535A080 76.000 LF | 25.65000 1949.40| 57.25000 4351.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0180 600A000 LUMP| 40000.00000 40000.00| 26730.00000 26730.00| Mobilization | | | 0190 614A000 1.000 CUYD| 600.00000 600.00| 555.00000 555.00| Slope Paving | | | 0200 619A002 1.000 EACH| 700.00000 700.00| 950.00000 950.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0210 619A005 1.000 EACH| 1000.00000 1000.00| 1750.00000 1750.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0220 619A101 4.000 EACH| 700.00000 2800.00| 950.00000 3800.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0230 620A000 1.000 CUYD| 1000.00000 1000.00| 450.00000 450.00| Minor Structure Concrete | | | 0240 621A001 1.000 EACH| 1600.00000 1600.00| 1500.00000 1500.00| Junction Boxes, Type 1, 2P Or 5 | | | 0250 621B001 1.000 EACH| 400.00000 400.00| 325.00000 325.00| Junction Box Units, Type 1, 2P Or 5 | | | 0260 621C027 1.000 EACH| 1900.00000 1900.00| 1910.00000 1910.00| Inlets, Type C | | | 0270 621C145 1.000 EACH| 1700.00000 1700.00| 1300.00000 1300.00| Inlets, Type Special Drop (Type 1) | | | 0280 623C000 320.000 LF | 15.80000 5056.00| 14.00000 4480.00| Combination Curb & Gutter, Type C | | | 0290 650A000 600.000 CUYD| 7.48000 4488.00| 11.75000 7050.00| Topsoil | | | 0300 652A050 1.000 ACRE| 850.00000 850.00| 1060.00000 1060.00| Seeding (Mix 1A) | | | 0310 656A000 1.000 ACRE| 850.00000 850.00| 1060.00000 1060.00| Mulching, Class A, Type 1 | | | 0320 665F000 64.000 EACH| 8.00000 512.00| 8.50000 544.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030822051 COUNTIES : MARSHALL LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18037 |( ) |WHITAKER CONTRACTING CORPOR |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665I000 157.000 TON | 30.00000 4710.00| 19.90000 3124.30| Temporary Riprap, Class 2 | | | 0340 665J000 1480.000 LF | 2.50000 3700.00| 3.20000 4736.00| Silt Fence, Type A | | | 0350 680A000 LUMP| 4000.00000 4000.00| 4240.00000 4240.00| Engineering Controls | | | 0360 701A028 1.000 MILE| 2000.00000 2000.00| 2332.00000 2332.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0370 701A046 1.000 MILE| 1000.00000 1000.00| 1175.00000 1175.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0380 701A048 1.000 MILE| 2500.00000 2500.00| 2915.00000 2915.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0390 701B009 225.000 LF | 1.00000 225.00| 1.25000 281.25| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0400 701C000 1.000 MILE| 600.00000 600.00| 700.00000 700.00| Broken Temporary Traffic Stripe | | | 0410 701C001 2.000 MILE| 600.00000 1200.00| 700.00000 1400.00| Solid Temporary Traffic Stripe | | | 0420 703A002 1030.000 SQFT| 2.50000 2575.00| 3.25000 3347.50| Traffic Control Markings, Class 2, Type | | | A | | | 0430 703B002 124.000 SQFT| 3.50000 434.00| 4.25000 527.00| Traffic Control Legends, Class 2, Type | | | 0440 705A030 8.000 EACH| 5.75000 46.00| 9.00000 72.00| Pavement Markers, Class A-H, Type 2-C | | | 0450 705A032 100.000 EACH| 5.75000 575.00| 7.00000 700.00| Pavement Markers, Class A-H, Type 1-B | | | 0460 705A037 41.000 EACH| 5.75000 235.75| 7.00000 287.00| Pavement Markers, Class A-H, Type 2-D | | | 0470 705A038 56.000 EACH| 5.75000 322.00| 7.00000 392.00| Pavement Markers, Class A-H, Type 2-E | | | 0480 710A115 19.000 SQFT| 13.65000 259.35| 33.25000 631.75| 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 : 08/22/03 PAGE : 051 -5 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20030822051 COUNTIES : MARSHALL LETTING DATE : 08/22/03 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18037 |( ) |WHITAKER CONTRACTING CORPOR |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 710A126 8.000 SQFT| 16.80000 134.40| 38.95000 311.60| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0500 710B001 36.000 LF | 5.00000 180.00| 14.55000 523.80| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0510 740B000 352.000 SQFT| 7.61000 2678.72| 18.00000 6336.00| Construction Signs | | | 0520 740D000 50.000 EACH| 55.65000 2782.50| 68.90000 3445.00| Channelizing Drums | | | 0530 740O000 1.000 EACH| 150.00000 150.00| 3850.00000 3850.00| Pilot Car | | | 0540 745A000 200.000 HOUR| 10.00000 2000.00| 26.50000 5300.00| Uniformed Police Officer | | | SECTION TOTALS | $ 175,610.11| $ 223,261.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 175,610.11| $ 223,261.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20030822052 COUNTIES : TALLADEGA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 CONTRACT TIME : 11/14/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-061-888-006 for constructing the Widening, Resurfacing and Traffic Stripe (Including Slide Repair and Lighting Assembly Removal) on C.R.#207 (Honda Drive) from S.R.#4 (U.S.#78) at Embry Crossroads to the new truck entrance at the Honda plant. Length 0.762 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 885,320.80 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030822052 COUNTIES : TALLADEGA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18037 |( ) |APAC-SOUTHEAST, INC. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D001 276.000 LF | 2.20000 607.20| | Removing Guardrail | | | 0020 206E008 2.000 EACH| 99.75000 199.50| | Removing Guardrail End Anchor (All Type | | | 0030 206E053 10.000 EACH| 525.00000 5250.00| | Removing Luminaire Assembly | | | 0040 210A000 1925.000 CUYD| 15.70000 30222.50| | Unclassified Excavation | | | 0050 210D001 772.000 CUYD| 25.97000 20048.84| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 405A000 2250.000 GAL | 1.10000 2475.00| | Tack Coat | | | 0070 408A051 814.000 SQYD| 8.28000 6739.92| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0080 408A052 2137.000 SQYD| 3.59000 7671.83| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 410B000 1.000 EACH| 1668.00000 1668.00| | State Furnished Profilograph | | | 0100 410H000 1.000 EACH| 9302.00000 9302.00| | Material Remixing Device | | | 0110 423A003 2356.000 TON | 53.08000 125056.48| | Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0120 423B001 4043.000 TON | 45.65000 184562.95| | Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0130 424A286 25.000 TON | 47.76000 1194.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0140 424B581 1436.000 TON | 41.09000 59005.24| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030822052 COUNTIES : TALLADEGA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18037 |( ) |APAC-SOUTHEAST, INC. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B582 960.000 TON | 41.05000 39408.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0160 424B585 264.000 TON | 81.27000 21455.28| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0170 530A002 40.000 LF | 77.03000 3081.20| | 24" Roadway Pipe (Class 3 R.C.) | | | 0180 600A000 LUMP| 187698.00000 187698.00| | Mobilization | | | 0190 606A000 1000.000 LF | 9.19000 9190.00| | 6" Underdrain Pipe | | | 0200 619A003 1.000 EACH| 1753.51000 1753.51| | 24" Roadway Pipe End Treatment, Class 1 | | | 0210 621A000 1.000 EACH| 2637.10000 2637.10| | Junction Boxes, Type 1, 1P Or 5 | | | 0220 630A001 376.000 LF | 13.13000 4936.88| | Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C003 1.000 EACH| 1344.00000 1344.00| | Guardrail End Anchor, Type 13 | | | 0240 630C070 1.000 EACH| 1312.50000 1312.50| | Guardrail End Anchor, Type 10 Series | | | 0250 650A000 1443.000 CUYD| 15.09000 21774.87| | Topsoil | | | 0260 654A001 1500.000 SQYD| 4.20000 6300.00| | Solid Sodding (Bermuda) | | | 0270 658A001 1.000 ACRE| 1575.00000 1575.00| | Hydro-Seeding & Mulching (Mix 1E) | | | 0280 665F000 50.000 EACH| 8.40000 420.00| | Hay Bales | | | 0290 665J000 2969.000 LF | 5.45000 16181.05| | Silt Fence, Type A | | | 0300 701A028 4.000 MILE| 1575.00000 6300.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0310 701A032 1.000 MILE| 1575.00000 1575.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 052 -4 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030822052 COUNTIES : TALLADEGA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18037 |( ) |APAC-SOUTHEAST, INC. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701A041 2.000 MILE| 1013.25000 2026.50| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0330 701A046 2.000 MILE| 1013.25000 2026.50| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0340 701A048 4.000 MILE| 1732.50000 6930.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0350 701B009 809.000 LF | 0.84000 679.56| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0360 701C000 7.000 MILE| 577.50000 4042.50| | Broken Temporary Traffic Stripe | | | 0370 701C001 14.000 MILE| 682.50000 9555.00| | Solid Temporary Traffic Stripe | | | 0380 703A002 19466.000 SQFT| 2.63000 51195.58| | Traffic Control Markings, Class 2, Type | | | A | | | 0390 703B002 68.000 SQFT| 3.68000 250.24| | Traffic Control Legends, Class 2, Type | | | 0400 703D002 68.000 SQFT| 1.58000 107.44| | Temporary Traffic Control Markings | | | (Paint) | | | 0410 705A030 4.000 EACH| 5.78000 23.12| | Pavement Markers, Class A-H, Type 2-C | | | 0420 705A031 100.000 EACH| 5.78000 578.00| | Pavement Markers, Class A-H, Type 1-A | | | 0430 705A032 139.000 EACH| 5.78000 803.42| | Pavement Markers, Class A-H, Type 1-B | | | 0440 705A037 391.000 EACH| 5.78000 2259.98| | Pavement Markers, Class A-H, Type 2-D | | | 0450 705A038 70.000 EACH| 5.78000 404.60| | Pavement Markers, Class A-H, Type 2-E | | | 0460 710A126 12.000 SQFT| 20.03000 240.36| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0470 710B001 24.000 LF | 8.90000 213.60| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 052 -5 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20030822052 COUNTIES : TALLADEGA LETTING DATE : 08/22/03 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18037 |( ) |APAC-SOUTHEAST, INC. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 730H001 900.000 LF | 3.68000 3312.00| | Loop Wire | | | 0490 730I001 1100.000 LF | 1.05000 1155.00| | Loop Detector Lead-In-Cable | | | 0500 740B000 631.000 SQFT| 7.80000 4921.80| | Construction Signs | | | 0510 740D000 50.000 EACH| 82.17000 4108.50| | Channelizing Drums | | | 0520 740E000 125.000 EACH| 13.01000 1626.25| | Cones (36 Inches High) | | | 0530 740M001 125.000 EACH| 12.92000 1615.00| | Ballast For Cone | | | 0540 741C010 2.000 EACH| 3150.00000 6300.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 885,320.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 885,320.80| $ 223,261.40| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20030822054 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-408-134-012-310 for constructing the Turn Lane (Grade, Drainage and Pavement) on S.R.#12 (U.S.#84) at C.R.#18 in Grove Hill. Length 0.379 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 419,997.45 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 421,283.35 100.3062% 3 20021 C. THORNTON, INC. $ 427,156.01 101.7044% 4 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 480,087.35 114.3072% 5 20023 TEN-T CORPORATION $ 483,961.30 115.2296% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030822054 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20021 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 2204.82000 2204.82| 6300.00000 6300.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 6 | | | ACRES) | | | 0020 206D000 264.000 LF | 8.45000 2230.80| 9.85000 2600.40| 5.00000 1320.00 Removing Pipe | | | 0030 210A000 3141.000 CUYD| 5.84000 18343.44| 5.70000 17903.70| 4.82000 15139.62 Unclassified Excavation | | | 0040 210D000 1724.000 CUYD| 8.28000 14274.72| 7.05000 12154.20| 5.75000 9913.00 Borrow Excavation | | | 0050 210D011 725.000 CUYD| 8.28000 6003.00| 11.70000 8482.50| 6.25000 4531.25 Borrow Excavation (A-4 or Better) | | | 0060 214A000 27.000 CUYD| 25.94000 700.38| 17.50000 472.50| 10.00000 270.00 Structure Excavation | | | 0070 401A047 3245.000 SQYD| 0.56000 1817.20| 0.50000 1622.50| 0.50000 1622.50 Bituminous Treatment A, MC-70 | | | 0080 405A000 552.000 GAL | 1.17000 645.84| 0.90000 496.80| 1.82000 1004.64 Tack Coat | | | 0090 424A360 573.000 TON | 48.25000 27647.25| 40.50000 23206.50| 45.00000 25785.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A366 400.000 TON | 43.71000 17484.00| 40.50000 16200.00| 47.50000 19000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B651 406.000 TON | 42.98000 17449.88| 37.80000 15346.80| 45.00000 18270.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0120 424B655 25.000 TON | 86.73000 2168.25| 40.50000 1012.50| 48.00000 1200.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B659 1703.000 TON | 42.45000 72292.35| 36.00000 61308.00| 46.50000 79189.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030822054 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20021 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424C360 1025.000 TON | 41.19000 42219.75| 37.00000 37925.00| 44.00000 45100.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0150 428B000 3900.000 LF | 0.11000 429.00| 0.15000 585.00| 0.20000 780.00 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0160 430B000 100.000 TON | 23.82000 2382.00| 24.00000 2400.00| 32.50000 3250.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0170 530A101 58.000 LF | 30.28000 1756.24| 40.00000 2320.00| 40.00000 2320.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0180 535A080 494.000 LF | 16.64000 8220.16| 20.00000 9880.00| 35.00000 17290.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0190 535B088 56.000 LF | 26.71000 1495.76| 35.00000 1960.00| 48.00000 2688.00 22" Span, 14" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0200 600A000 LUMP| 40196.97000 40196.97| 48000.00000 48000.00| 52000.00000 52000.00 Mobilization | | | 0210 614A000 164.000 CUYD| 259.65000 42582.60| 365.00000 59860.00| 225.00000 36900.00 Slope Paving | | | 0220 619A002 3.000 EACH| 432.75000 1298.25| 495.00000 1485.00| 375.00000 1125.00 18" Roadway Pipe End Treatment, Class 1 | | | 0230 619A101 16.000 EACH| 634.69000 10155.04| 520.00000 8320.00| 550.00000 8800.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0240 619B116 2.000 EACH| 519.29000 1038.58| 2300.00000 4600.00| 450.00000 900.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0250 620A000 1.000 CUYD| 692.39000 692.39| 2300.00000 2300.00| 600.00000 600.00 Minor Structure Concrete | | | 0260 621C027 1.000 EACH| 2192.57000 2192.57| 4000.00000 4000.00| 1900.00000 1900.00 Inlets, Type C | | | 0270 650A000 100.000 CUYD| 17.43000 1743.00| 11.50000 1150.00| 11.05000 1105.00 Topsoil | | | 0280 650B000 2041.000 CUYD| 5.45000 11123.45| 2.80000 5714.80| 6.25000 12756.25 Topsoil From Stockpiles | | | 0290 652A057 3.000 ACRE| 576.99000 1730.97| 530.00000 1590.00| 600.00000 1800.00 Seeding (Mix 3A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 054 -4 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030822054 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20021 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 652B055 3.000 ACRE| 461.59000 1384.77| 530.00000 1590.00| 600.00000 1800.00 Temporary Seeding (Mix 3AT) | | | 0310 654A003 1901.000 SQYD| 3.57000 6786.57| 3.85000 7318.85| 4.75000 9029.75 Solid Sodding (Centipede) | | | 0320 656A000 6.000 ACRE| 576.99000 3461.94| 475.00000 2850.00| 600.00000 3600.00 Mulching, Class A, Type 1 | | | 0330 665F000 1750.000 EACH| 4.91000 8592.50| 4.65000 8137.50| 5.00000 8750.00 Hay Bales | | | 0340 665J000 2250.000 LF | 2.87000 6457.50| 2.60000 5850.00| 2.10000 4725.00 Silt Fence, Type A | | | 0350 665K000 40.000 CUYD| 29.62000 1184.80| 6.00000 240.00| 4.00000 160.00 Drainage Sump Excavation | | | 0360 680A000 LUMP| 3798.44000 3798.44| 3500.00000 3500.00| 2000.00000 2000.00 Engineering Controls | | | 0370 701A028 2.000 MILE| 2307.97000 4615.94| 2100.00000 4200.00| 1475.00000 2950.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0380 701A048 2.000 MILE| 2884.96000 5769.92| 2700.00000 5400.00| 1925.00000 3850.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0390 701B009 610.000 LF | 1.15000 701.50| 1.10000 671.00| 0.75000 457.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0400 701C003 3.000 MILE| 576.99000 1730.97| 545.00000 1635.00| 625.00000 1875.00 Solid Temporary Traffic Stripe (Paint) | | | 0410 703A002 3459.000 SQFT| 2.60000 8993.40| 2.45000 8474.55| 1.85000 6399.15 Traffic Control Markings, Class 2, Type | | | A | | | 0420 703B002 68.000 SQFT| 3.75000 255.00| 3.50000 238.00| 2.45000 166.60 Traffic Control Legends, Class 2, Type | | | 0430 703D002 1040.000 SQFT| 1.50000 1560.00| 1.40000 1456.00| 1.45000 1508.00 Temporary Traffic Control Markings | | | (Paint) | | | 0440 705A030 20.000 EACH| 6.06000 121.20| 5.75000 115.00| 5.95000 119.00 Pavement Markers, Class A-H, Type 2-C | | | 0450 705A031 76.000 EACH| 6.06000 460.56| 5.75000 437.00| 5.95000 452.20 Pavement Markers, Class A-H, Type 1-A | | | 0460 705A032 232.000 EACH| 6.06000 1405.92| 5.75000 1334.00| 5.95000 1380.40 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 054 -5 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030822054 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20021 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 705A037 31.000 EACH| 6.06000 187.86| 5.75000 178.25| 5.95000 184.45 Pavement Markers, Class A-H, Type 2-D | | | 0480 705A038 116.000 EACH| 6.06000 702.96| 5.75000 667.00| 5.95000 690.20 Pavement Markers, Class A-H, Type 2-E | | | 0490 740B000 532.000 SQFT| 10.72000 5703.04| 10.00000 5320.00| 7.00000 3724.00 Construction Signs | | | 0500 740D000 75.000 EACH| 41.70000 3127.50| 25.00000 1875.00| 20.00000 1500.00 Channelizing Drums | | | 0510 740E000 50.000 EACH| 5.96000 298.00| 7.00000 350.00| 5.00000 250.00 Cones (36 Inches High) | | | 0520 740M001 50.000 EACH| 3.57000 178.50| 5.00000 250.00| 0.50000 25.00 Ballast For Cone | | | SECTION TOTALS | $ 419,997.45| $ 421,283.35| $ 427,156.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 419,997.45| $ 421,283.35| $ 427,156.01 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 054 -6 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030822054 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20023 |( ) |JOHN G. WALTON CONSTRUCTION |TEN-T CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 28309.00000 28309.00| 50000.00000 50000.00| Clearing & Grubbing (Approximately 6 | | | ACRES) | | | 0020 206D000 264.000 LF | 10.27000 2711.28| 9.25000 2442.00| Removing Pipe | | | 0030 210A000 3141.000 CUYD| 7.02000 22049.82| 5.65000 17746.65| Unclassified Excavation | | | 0040 210D000 1724.000 CUYD| 15.29000 26359.96| 7.50000 12930.00| Borrow Excavation | | | 0050 210D011 725.000 CUYD| 15.40000 11165.00| 8.75000 6343.75| Borrow Excavation (A-4 or Better) | | | 0060 214A000 27.000 CUYD| 7.87000 212.49| 10.50000 283.50| Structure Excavation | | | 0070 401A047 3245.000 SQYD| 0.69000 2239.05| 0.80000 2596.00| Bituminous Treatment A, MC-70 | | | 0080 405A000 552.000 GAL | 1.15000 634.80| 1.00000 552.00| Tack Coat | | | 0090 424A360 573.000 TON | 46.00000 26358.00| 41.00000 23493.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A366 400.000 TON | 46.00000 18400.00| 41.00000 16400.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B651 406.000 TON | 42.84000 17393.04| 38.50000 15631.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0120 424B655 25.000 TON | 86.25000 2156.25| 75.00000 1875.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B659 1703.000 TON | 40.25000 68545.75| 36.50000 62159.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 054 -7 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030822054 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20023 |( ) |JOHN G. WALTON CONSTRUCTION |TEN-T CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424C360 1025.000 TON | 42.26000 43316.50| 37.90000 38847.50| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0150 428B000 3900.000 LF | 0.17000 663.00| 0.50000 1950.00| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0160 430B000 100.000 TON | 31.55000 3155.00| 29.50000 2950.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0170 530A101 58.000 LF | 31.34000 1817.72| 29.50000 1711.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0180 535A080 494.000 LF | 26.29000 12987.26| 25.50000 12597.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0190 535B088 56.000 LF | 35.30000 1976.80| 28.90000 1618.40| 22" Span, 14" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0200 600A000 LUMP| 27211.00000 27211.00| 35000.00000 35000.00| Mobilization | | | 0210 614A000 164.000 CUYD| 258.75000 42435.00| 350.00000 57400.00| Slope Paving | | | 0220 619A002 3.000 EACH| 431.25000 1293.75| 475.00000 1425.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0230 619A101 16.000 EACH| 632.50000 10120.00| 425.00000 6800.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0240 619B116 2.000 EACH| 517.50000 1035.00| 900.00000 1800.00| 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0250 620A000 1.000 CUYD| 690.00000 690.00| 800.00000 800.00| Minor Structure Concrete | | | 0260 621C027 1.000 EACH| 2185.00000 2185.00| 2500.00000 2500.00| Inlets, Type C | | | 0270 650A000 100.000 CUYD| 10.92000 1092.00| 9.50000 950.00| Topsoil | | | 0280 650B000 2041.000 CUYD| 8.54000 17430.14| 7.00000 14287.00| Topsoil From Stockpiles | | | 0290 652A057 3.000 ACRE| 575.00000 1725.00| 550.00000 1650.00| Seeding (Mix 3A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 054 -8 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030822054 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20023 |( ) |JOHN G. WALTON CONSTRUCTION |TEN-T CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 652B055 3.000 ACRE| 460.00000 1380.00| 500.00000 1500.00| Temporary Seeding (Mix 3AT) | | | 0310 654A003 1901.000 SQYD| 4.60000 8744.60| 6.50000 12356.50| Solid Sodding (Centipede) | | | 0320 656A000 6.000 ACRE| 690.00000 4140.00| 550.00000 3300.00| Mulching, Class A, Type 1 | | | 0330 665F000 1750.000 EACH| 11.04000 19320.00| 6.25000 10937.50| Hay Bales | | | 0340 665J000 2250.000 LF | 3.90000 8775.00| 4.50000 10125.00| Silt Fence, Type A | | | 0350 665K000 40.000 CUYD| 13.29000 531.60| 25.00000 1000.00| Drainage Sump Excavation | | | 0360 680A000 LUMP| 3606.00000 3606.00| 15000.00000 15000.00| Engineering Controls | | | 0370 701A028 2.000 MILE| 1696.25000 3392.50| 1100.00000 2200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0380 701A048 2.000 MILE| 2213.75000 4427.50| 1100.00000 2200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0390 701B009 610.000 LF | 0.86000 524.60| 1.60000 976.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0400 701C003 3.000 MILE| 718.75000 2156.25| 500.00000 1500.00| Solid Temporary Traffic Stripe (Paint) | | | 0410 703A002 3459.000 SQFT| 2.13000 7367.67| 2.50000 8647.50| Traffic Control Markings, Class 2, Type | | | A | | | 0420 703B002 68.000 SQFT| 2.82000 191.76| 2.50000 170.00| Traffic Control Legends, Class 2, Type | | | 0430 703D002 1040.000 SQFT| 1.67000 1736.80| 0.80000 832.00| Temporary Traffic Control Markings | | | (Paint) | | | 0440 705A030 20.000 EACH| 6.84000 136.80| 6.90000 138.00| Pavement Markers, Class A-H, Type 2-C | | | 0450 705A031 76.000 EACH| 6.84000 519.84| 6.90000 524.40| Pavement Markers, Class A-H, Type 1-A | | | 0460 705A032 232.000 EACH| 6.84000 1586.88| 6.90000 1600.80| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 054 -9 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20030822054 COUNTIES : CLARKE LETTING DATE : 08/22/03 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23056 |( 5 ) 20023 |( ) |JOHN G. WALTON CONSTRUCTION |TEN-T CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 705A037 31.000 EACH| 6.84000 212.04| 6.90000 213.90| Pavement Markers, Class A-H, Type 2-D | | | 0480 705A038 116.000 EACH| 6.84000 793.44| 6.90000 800.40| Pavement Markers, Class A-H, Type 2-E | | | 0490 740B000 532.000 SQFT| 9.78000 5202.96| 18.00000 9576.00| Construction Signs | | | 0500 740D000 75.000 EACH| 114.48000 8586.00| 55.00000 4125.00| Channelizing Drums | | | 0510 740E000 50.000 EACH| 21.74000 1087.00| 20.00000 1000.00| Cones (36 Inches High) | | | 0520 740M001 50.000 EACH| 0.01000 0.50| 10.00000 500.00| Ballast For Cone | | | SECTION TOTALS | $ 480,087.35| $ 483,961.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 480,087.35| $ 483,961.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20030822056 COUNTIES : CONECUH LETTING DATE : 08/22/03 10:00 AM DIVISION : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-409-183-003-310 for constructing the Drainage Improvements on U.S.#31 from MP 94.4 to MP 94.57 in Evergreen. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18005 GRADY RALLS & SONS, INC. $ 186,612.80 100.0000% 2 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 188,549.96 101.0381% 3 20021 C. THORNTON, INC. $ 193,128.65 103.4916% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030822056 COUNTIES : CONECUH LETTING DATE : 08/22/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 23056 |( 3 ) 20021 |GRADY RALLS & SONS, INC. |JOHN G. WALTON CONSTRUCTION |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D000 78.000 LF | 6.00000 468.00| 10.25000 799.50| 5.00000 390.00 Removing Pipe | | | 0020 206E001 2.000 EACH| 350.00000 700.00| 165.55000 331.10| 150.00000 300.00 Removing Inlets | | | 0030 210A000 388.000 CUYD| 3.25000 1261.00| 25.33000 9828.04| 6.00000 2328.00 Unclassified Excavation | | | 0040 210D022 505.000 CUYD| 8.00000 4040.00| 14.63000 7388.15| 9.00000 4545.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0050 214A000 451.000 CUYD| 4.50000 2029.50| 4.90000 2209.90| 6.00000 2706.00 Structure Excavation | | | 0060 214B000 201.000 CUYD| 30.00000 6030.00| 14.67000 2948.67| 10.00000 2010.00 Foundation Backfill, Local | | | 0070 424A363 18.000 TON | 250.00000 4500.00| 163.30000 2939.40| 125.00000 2250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B656 30.000 TON | 250.00000 7500.00| 150.49000 4514.70| 125.00000 3750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 530A002 87.000 LF | 22.00000 1914.00| 50.71000 4411.77| 42.45000 3693.15 24" Roadway Pipe (Class 3 R.C.) | | | 0100 532A038 256.000 LF | 80.00000 20480.00| 210.66000 53928.96| 195.00000 49920.00 18" Slotted Drain Pipe (Curved Vane) | | | 0120 533A098 486.000 LF | 16.75000 8140.50| 26.16000 12713.76| 35.00000 17010.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0130 600A000 LUMP| 15850.00000 15850.00| 10782.00000 10782.00| 20000.00000 20000.00 Mobilization | | | 0140 610C001 5.000 TON | 40.00000 200.00| 48.96000 244.80| 45.00000 225.00 Loose Riprap, Class 2 | | | 0150 610D003 3.000 SQYD| 10.00000 30.00| 2.49000 7.47| 10.00000 30.00 Filter Blanket, Geotextile | | | 0160 614A000 8.000 CUYD| 265.00000 2120.00| 370.74000 2965.92| 285.00000 2280.00 Slope Paving | | | 0170 619A002 3.000 EACH| 385.00000 1155.00| 560.76000 1682.28| 395.00000 1185.00 18" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20030822056 COUNTIES : CONECUH LETTING DATE : 08/22/03 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 23056 |( 3 ) 20021 |GRADY RALLS & SONS, INC. |JOHN G. WALTON CONSTRUCTION |C. THORNTON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 619A003 1.000 EACH| 450.00000 450.00| 640.07000 640.07| 475.00000 475.00 24" Roadway Pipe End Treatment, Class 1 | | | 0190 620A000 1.000 CUYD| 1200.00000 1200.00| 406.61000 406.61| 600.00000 600.00 Minor Structure Concrete | | | 0200 621A000 12.000 EACH| 3200.00000 38400.00| 1688.76000 20265.12| 2500.00000 30000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0210 621B000 7.000 EACH| 550.00000 3850.00| 364.85000 2553.95| 400.00000 2800.00 Junction Box Units, Type 1, 1P Or 5 | | | 0220 621C001 14.000 EACH| 2900.00000 40600.00| 1503.02000 21042.28| 1800.00000 25200.00 Inlets, Type B | | | 0230 621C015 1.000 EACH| 2200.00000 2200.00| 2231.03000 2231.03| 2000.00000 2000.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0240 621C017 1.000 EACH| 2800.00000 2800.00| 2411.93000 2411.93| 2400.00000 2400.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0250 623B002 10.000 LF | 18.00000 180.00| 34.10000 341.00| 15.00000 150.00 Concrete Curb, Type A | | | 0260 650A000 100.000 CUYD| 12.00000 1200.00| 11.00000 1100.00| 15.00000 1500.00 Topsoil | | | 0270 654A001 549.000 SQYD| 4.00000 2196.00| 4.60000 2525.40| 5.00000 2745.00 Solid Sodding (Bermuda) | | | 0280 659A000 228.000 SQYD| 2.10000 478.80| 3.33000 759.24| 3.00000 684.00 Erosion Control Netting, Class A | | | 0290 665F000 276.000 EACH| 5.00000 1380.00| 10.51000 2900.76| 5.00000 1380.00 Hay Bales | | | 0300 665G000 315.000 EACH| 4.00000 1260.00| 7.67000 2416.05| 1.50000 472.50 Sand Bags | | | 0310 665I000 30.000 TON | 35.00000 1050.00| 33.29000 998.70| 30.00000 900.00 Temporary Riprap, Class 2 | | | 0320 665L000 50.000 LF | 8.00000 400.00| 7.29000 364.50| 10.00000 500.00 Floating Basin Boom | | | 0330 740B000 510.000 SQFT| 15.00000 7650.00| 8.05000 4105.50| 10.00000 5100.00 Construction Signs | | | 0340 740D000 100.000 EACH| 35.00000 3500.00| 50.60000 5060.00| 30.00000 3000.00 Channelizing Drums | | | 0350 740F002 4.000 EACH| 350.00000 1400.00| 182.85000 731.40| 150.00000 600.00 Barricades, Type III | | | SECTION TOTALS | $ 186,612.80| $ 188,549.96| $ 193,128.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 186,612.80| $ 188,549.96| $ 193,128.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20030822057 COUNTIES : TUSCALOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 05 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-505-010-773-204 for constructing the Bridge Coating on the Hugh Thomas Bridge on S.R.#13 (U.S.#43) at the Black Warrior River in Tuscaloosa. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16046 P & H STUCCO & CONSTRUCTION, INC. $ 1,578,559.00 100.0000% 2 19087 S & D INDUSTRIAL PAINTING, INC. $ 1,597,866.50 101.2231% 3 16052 POSEIDON CONSTRUCTION, INC. $ 1,805,049.00 114.3479% 4 13090 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 2,797,000.00 177.1869% 5 14010 NORTH STAR PAINTING COMPANY, INC. $ 3,243,860.00 205.4950% 6 18053 ROYAL BRIDGE, INC. $ 3,798,000.00 240.5992% 7 22019 VIMAS PAINTING COMPANY, INC. $ 3,871,180.00 245.2351% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030822057 COUNTIES : TUSCALOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16046 |( 2 ) 19087 |( 3 ) 16052 |P & H STUCCO & CONSTRUCTION |S & D INDUSTRIAL PAINTING, |POSEIDON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 1565673.00000 1565673.00| 1565559.00000 1565559.00| 1783963.00000 1783963.00 Coating Existing Bridge At AT M.P. 195. | | | 012 | | | 0020 600A000 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 20000.00000 20000.00 Mobilization | | | 0030 740B000 736.000 SQFT| 1.00000 736.00| 1.25000 920.00| 1.00000 736.00 Construction Signs | | | 0040 740D000 150.000 EACH| 1.00000 150.00| 1.25000 187.50| 1.00000 150.00 Channelizing Drums | | | 0050 741C010 2.000 EACH| 1000.00000 2000.00| 600.00000 1200.00| 100.00000 200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,578,559.00| $ 1,597,866.50| $ 1,805,049.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,578,559.00| $ 1,597,866.50| $ 1,805,049.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030822057 COUNTIES : TUSCALOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13090 |( 5 ) 14010 |( 6 ) 18053 |M&J CONSTRUCTION CO. OF PIN |NORTH STAR PAINTING CO., IN |ROYAL BRIDGE, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 2745000.00000 2745000.00| 3200000.00000 3200000.00| 3412292.00000 3412292.00 Coating Existing Bridge At AT M.P. 195. | | | 012 | | | 0020 600A000 LUMP| 34008.00000 34008.00| 30000.00000 30000.00| 370000.00000 370000.00 Mobilization | | | 0030 740B000 736.000 SQFT| 9.50000 6992.00| 10.00000 7360.00| 3.00000 2208.00 Construction Signs | | | 0040 740D000 150.000 EACH| 20.00000 3000.00| 30.00000 4500.00| 50.00000 7500.00 Channelizing Drums | | | 0050 741C010 2.000 EACH| 4000.00000 8000.00| 1000.00000 2000.00| 3000.00000 6000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,797,000.00| $ 3,243,860.00| $ 3,798,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,797,000.00| $ 3,243,860.00| $ 3,798,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 057 -4 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20030822057 COUNTIES : TUSCALOOSA LETTING DATE : 08/22/03 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 7 ) 22019 |( ) |( ) |VIMAS PAINTING COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 3800000.00000 3800000.00| | Coating Existing Bridge At AT M.P. 195. | | | 012 | | | 0020 600A000 LUMP| 50000.00000 50000.00| | Mobilization | | | 0030 740B000 736.000 SQFT| 5.00000 3680.00| | Construction Signs | | | 0040 740D000 150.000 EACH| 50.00000 7500.00| | Channelizing Drums | | | 0050 741C010 2.000 EACH| 5000.00000 10000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 3,871,180.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,871,180.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20030822058 COUNTIES : SHELBY LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-803-595-290-301 for constructing the Resurfacing and Bridge Replacement (Precast Bridge Culvert) on Peavine Road in Oak Mountain State Park. Length - 3.800 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 389,432.37 100.0000% 2 18024 RACON, INC. $ 404,587.50 103.8916% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 535,702.29 137.5598% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20030822058 COUNTIES : SHELBY LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18024 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |RACON, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 4105.08000 4105.08| 5000.00000 5000.00| 8492.26000 8492.26 Removal Of Old Bridge, Station | | | 0+76(Approx. M.P.0.910 Peavine Road) | | | 0020 210D001 300.000 CUYD| 22.04000 6612.00| 15.00000 4500.00| 19.60000 5880.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 214A000 177.000 CUYD| 5.33000 943.41| 25.00000 4425.00| 23.52000 4163.04 Structure Excavation | | | 0040 214B001 18.000 CUYD| 36.47000 656.46| 50.00000 900.00| 32.66000 587.88 Foundation Backfill, Commercial | | | 0050 230A000 164.000 RBST| 365.73000 59979.72| 50.00000 8200.00| 268.18000 43981.52 Roadbed Processing | | | 0060 301A012 31726.000 SQYD| 5.16000 163706.16| 6.00000 190356.00| 7.11000 225571.86 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 31726.000 SQYD| 0.64000 20304.64| 0.45000 14276.70| 0.45000 14276.70 Bituminous Treatment A | | | 0080 401B107 31726.000 SQYD| 1.92000 60913.92| 2.20000 69797.20| 2.29000 72652.54 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0090 401B108 6571.000 SQYD| 1.17000 7688.07| 1.35000 8870.85| 1.40000 9199.40 Bituminous Treatment G (With Polymer | | | Additive) | | | 0100 424A347 300.000 TON | 54.69000 16407.00| 50.00000 15000.00| 63.07000 18921.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 502A000 9295.000 LB | 0.21000 1951.95| 0.25000 2323.75| 0.52000 4833.40 Steel Reinforcement | | | 0120 524A011 7.000 CUYD| 772.50000 5407.50| 125.00000 875.00| 824.40000 5770.80 Culvert Concrete (Cast In Place) | | | 0130 524A012 48.000 CUYD| 354.58000 17019.84| 878.00000 42144.00| 824.40000 39571.20 Culvert Concrete (Precast) | | | 0140 600A000 LUMP| 7110.90000 7110.90| 15000.00000 15000.00| 60000.00000 60000.00 Mobilization | | | 0150 610C001 80.000 TON | 31.91000 2552.80| 35.00000 2800.00| 39.20000 3136.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20030822058 COUNTIES : SHELBY LETTING DATE : 08/22/03 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18024 |( 3 ) 04013 |APAC-SOUTHEAST, INC. |RACON, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610D000 40.000 SQYD| 26.02000 1040.80| 3.40000 136.00| 13.07000 522.80 Filter Blanket | | | 0170 630A001 63.000 LF | 27.30000 1719.90| 20.00000 1260.00| 22.21000 1399.23 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 2.000 EACH| 1287.50000 2575.00| 1750.00000 3500.00| 1959.75000 3919.50 Guardrail End Anchor, Type 10 Series | | | 0190 665F000 50.000 EACH| 13.91000 695.50| 5.00000 250.00| 13.06000 653.00 Hay Bales | | | 0200 665J000 150.000 LF | 5.06000 759.00| 5.00000 750.00| 13.06000 1959.00 Silt Fence, Type A | | | 0210 680A000 LUMP| 3605.00000 3605.00| 10000.00000 10000.00| 5226.01000 5226.01 Engineering Controls | | | 0220 740B000 207.000 SQFT| 7.64000 1581.48| 9.00000 1863.00| 10.45000 2163.15 Construction Signs | | | 0230 740F002 8.000 EACH| 163.77000 1310.16| 175.00000 1400.00| 222.10000 1776.80 Barricades, Type III | | | 0240 740I005 8.000 EACH| 98.26000 786.08| 120.00000 960.00| 130.65000 1045.20 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 389,432.37| $ 404,587.50| $ 535,702.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 389,432.37| $ 404,587.50| $ 535,702.29 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20030822059 COUNTIES : MONTGOMERY LETTING DATE : 08/22/03 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-906-513-685-301 for constructing the Scrub Seal on I-85 from north of S.R.#271 in Montgomery to the underpass at C.R.#64. Length - 3.000 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 285,707.05 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20030822059 COUNTIES : MONTGOMERY LETTING DATE : 08/22/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 404G001 87850.000 SQYD| 1.65000 144952.50| | Pavement Surfacing (Scrub Seal) | | | 0020 600A000 LUMP| 21500.00000 21500.00| | Mobilization | | | 0030 701A028 6.000 MILE| 1500.00000 9000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0040 701A032 6.000 MILE| 1700.00000 10200.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0050 701A041 6.000 MILE| 1000.00000 6000.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0060 701B009 1000.000 LF | 0.78000 780.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0070 701D008 12.000 MILE| 1810.00000 21720.00| | Solid Traffic Stripe Removed (Plastic) | | | 0080 701D015 6.000 MILE| 1555.00000 9330.00| | Broken Traffic Stripe Removed (Plastic) | | | 0090 701G121 640.000 LF | 1.95000 1248.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0100 701G125 640.000 LF | 4.20000 2688.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0110 701G133 640.000 LF | 4.35000 2784.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0120 705A000 1000.000 EACH| 5.45000 5450.00| | Pavement Markers, Class A, Type 1-A | | | 0130 705A004 8.000 EACH| 5.45000 43.60| | Pavement Markers, Class A, Type 2-C | | | 0140 740B000 1223.000 SQFT| 7.65000 9355.95| | Construction Signs | | | 0150 740C000 17.000 SQFT| 15.00000 255.00| | Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/22/03 PAGE : 059 -3 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20030822059 COUNTIES : MONTGOMERY LETTING DATE : 08/22/03 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740D000 250.000 EACH| 120.00000 30000.00| | Channelizing Drums | | | 0170 741C010 2.000 EACH| 1200.00000 2400.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0180 742A001 2.000 EACH| 4000.00000 8000.00| | Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 285,707.05| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 285,707.05| $ 0.00| $ ====================================================================================================================================