ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 CONTRACT TIME : 11/01/03 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : ST-063-888-029 for constructing the Grade, Drainage, Pavement and Bridge Culvert on East Perimeter Road east of the Mercedes Plant from S.R.#7 (U.S.#11) to the Frontage Road (C.R.#1890) at I-59 in Vance. Length 1.264 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08077 HASTINGS GENERAL CONTRACTING, INC. $ 2,990,315.01 100.0000% 2 18024 RACON, INC. $ 3,299,655.86 110.3448% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 4,150,989.88 138.8145% 4 16016 JOHN PLOTT COMPANY, INC. $ 4,194,170.32 140.2585% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 18024 |( 3 ) 04013 |HASTINGS GENERAL CONTRACTIN |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 201A000 LUMP| 70000.00000 70000.00| 325000.00000 325000.00| 300000.00000 300000.00 Clearing & Grubbing (Approximately 35 | | | Acres) | | | 0020 206D000 262.000 LF | 4.00000 1048.00| 5.25000 1375.50| 10.07000 2638.34 Removing Pipe | | | 0030 210A000 251707.000 CUYD| 2.00000 503414.00| 1.25000 314633.75| 4.28000 1077305.96 Unclassified Excavation | | | 0040 210B000 1105.000 CUYD| 8.00000 8840.00| 7.50000 8287.50| 10.07000 11127.35 Channel Excavation | | | 0050 210D011 139729.000 CUYD| 3.00000 419187.00| 1.25000 174661.25| 5.57000 778290.53 Borrow Excavation (A-4 or Better) | | | 0060 214A000 2848.000 CUYD| 6.00000 17088.00| 15.00000 42720.00| 5.04000 14353.92 Structure Excavation | | | 0070 214B001 630.000 CUYD| 16.00000 10080.00| 25.00000 15750.00| 20.15000 12694.50 Foundation Backfill, Commercial | | | 0080 230A000 67.000 RBST| 398.75000 26716.25| 375.00000 25125.00| 402.08000 26939.36 Roadbed Processing | | | 0090 301A004 1100.000 SQYD| 7.30000 8030.00| 3.50000 3850.00| 7.36000 8096.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0100 301A012 34442.000 SQYD| 5.13000 176687.46| 4.50000 154989.00| 5.16000 177720.72 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 305B060 100.000 TON | 40.00000 4000.00| 15.00000 1500.00| 40.37000 4037.00 Crushed Aggregate, Section 825, (NO | | | SLAG) | | | 0120 327E000 7109.000 TON | 30.43000 216326.87| 29.83000 212061.47| 30.70000 218246.30 Permeable Asphalt Treated Base | | | 0130 401A043 34442.000 SQYD| 1.27000 43741.34| 1.28000 44085.76| 1.29000 44430.18 Bituminous Treatment AE | | | 0140 405A000 3309.000 GAL | 1.20000 3970.80| 1.20000 3970.80| 1.21000 4003.89 Tack Coat | | | 0150 410B000 1.000 EACH| 1935.00000 1935.00| 1936.00000 1936.00| 1952.20000 1952.20 State Furnished Profilograph | | | 0160 424A360 1816.000 TON | 39.42000 71586.72| 38.63000 70152.08| 39.76000 72204.16 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 18024 |( 3 ) 04013 |HASTINGS GENERAL CONTRACTIN |RACON, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B652 5556.000 TON | 31.60000 175569.60| 30.97000 172069.32| 31.87000 177069.72 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0180 424B663 503.000 TON | 42.79000 21523.37| 42.63000 21442.89| 43.15000 21704.45 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B682 5622.000 TON | 31.95000 179622.90| 31.32000 176081.04| 32.22000 181140.84 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424B689 100.000 TON | 67.25000 6725.00| 66.00000 6600.00| 67.82000 6782.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 502A000 127005.000 LB | 0.45000 57152.25| 0.50000 63502.50| 0.56000 71122.80 Steel Reinforcement | | | 0220 524A010 339.000 CUYD| 260.00000 88140.00| 282.00000 95598.00| 319.92000 108452.88 Culvert Concrete | | | 0230 524A011 302.000 CUYD| 340.00000 102680.00| 276.00000 83352.00| 347.44000 104926.88 Culvert Concrete (Cast In Place) | | | 0240 530A002 190.000 LF | 30.00000 5700.00| 21.84000 4149.60| 25.19000 4786.10 24" Roadway Pipe (Class 3 R.C.) | | | 0250 530A003 206.000 LF | 34.00000 7004.00| 28.43000 5856.58| 37.78000 7782.68 30" Roadway Pipe (Class 3 R.C.) | | | 0260 530A004 221.000 LF | 40.00000 8840.00| 35.00000 7735.00| 50.37000 11131.77 36" Roadway Pipe (Class 3 R.C.) | | | 0270 530A005 26.000 LF | 58.00000 1508.00| 48.40000 1258.40| 138.52000 3601.52 42" Roadway Pipe (Class 3 R.C.) | | | 0280 535A002 160.000 LF | 26.00000 4160.00| 24.00000 3840.00| 31.48000 5036.80 24" Side Drain Pipe | | | 0290 600A000 LUMP| 261300.00000 261300.00| 453000.00000 453000.00| 50000.00000 50000.00 Mobilization | | | 0300 601A000 1.000 EACH| 8000.00000 8000.00| 5000.00000 5000.00| 25185.81000 25185.81 Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 18024 |( 3 ) 04013 |HASTINGS GENERAL CONTRACTIN |RACON, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 602A000 32.000 EACH| 250.00000 8000.00| 75.00000 2400.00| 293.51000 9392.32 Right Of Way Markers | | | 0320 605A002 13336.000 LF | 3.00000 40008.00| 4.75000 63346.00| 4.71000 62812.56 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0330 605B000 13.000 EACH| 300.00000 3900.00| 300.00000 3900.00| 277.30000 3604.90 Special Underdrain Outlet, Type A | | | 0340 606A000 300.000 LF | 3.00000 900.00| 10.00000 3000.00| 8.19000 2457.00 6" Underdrain Pipe | | | 0350 610C001 776.000 TON | 18.00000 13968.00| 22.00000 17072.00| 25.19000 19547.44 Loose Riprap, Class 2 | | | 0360 610D003 1685.000 SQYD| 2.00000 3370.00| 2.50000 4212.50| 1.26000 2123.10 Filter Blanket, Geotextile | | | 0370 614A000 105.000 CUYD| 220.00000 23100.00| 200.00000 21000.00| 448.71000 47114.55 Slope Paving | | | 0380 619A003 2.000 EACH| 600.00000 1200.00| 547.43000 1094.86| 1014.80000 2029.60 24" Roadway Pipe End Treatment, Class 1 | | | 0390 619A004 1.000 EACH| 700.00000 700.00| 716.56000 716.56| 1073.49000 1073.49 30" Roadway Pipe End Treatment, Class 1 | | | 0400 619A005 1.000 EACH| 750.00000 750.00| 878.30000 878.30| 1190.87000 1190.87 36" Roadway Pipe End Treatment, Class 1 | | | 0410 619A054 1.000 EACH| 950.00000 950.00| 1213.38000 1213.38| 1293.74000 1293.74 30" Roadway Pipe End Treatment, Class 2 | | | 0420 619A056 1.000 EACH| 1200.00000 1200.00| 1660.51000 1660.51| 2210.70000 2210.70 42" Roadway Pipe End Treatment, Class 2 | | | 0430 619A102 4.000 EACH| 600.00000 2400.00| 660.86000 2643.44| 1014.80000 4059.20 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0440 621A005 1.000 EACH| 1500.00000 1500.00| 2212.63000 2212.63| 3190.54000 3190.54 Junction Boxes, Type 1 | | | 0450 621A013 1.000 EACH| 3000.00000 3000.00| 3697.16000 3697.16| 3894.80000 3894.80 Junction Boxes, Type Special | | | 0460 621I001 2.000 EACH| 3500.00000 7000.00| 5960.76000 11921.52| 11663.02000 23326.04 Stilling Basins, Type 1 | | | 0470 621I002 3.000 EACH| 3500.00000 10500.00| 9022.66000 27067.98| 13423.66000 40270.98 Stilling Basins, Type 2 | | | 0480 630A001 2544.000 LF | 9.50000 24168.00| 11.08000 28187.52| 11.15000 28365.60 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 18024 |( 3 ) 04013 |HASTINGS GENERAL CONTRACTIN |RACON, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 630C001 1.000 EACH| 600.00000 600.00| 699.87000 699.87| 704.26000 704.26 Guardrail End Anchor, Type 8 | | | 0500 630C050 7.000 EACH| 1250.00000 8750.00| 1458.07000 10206.49| 1467.20000 10270.40 Guardrail End Anchor, Type 20 Series | | | 0510 635A000 13393.000 LF | 3.15000 42187.95| 3.67000 49152.31| 3.50000 46875.50 Woven Wire Fence | | | 0520 635B002 8.000 EACH| 984.00000 7872.00| 1147.79000 9182.32| 1091.60000 8732.80 Gate, 20 Feet Wide | | | 0530 650B000 10270.000 CUYD| 2.00000 20540.00| 3.00000 30810.00| 3.02000 31015.40 Topsoil From Stockpiles | | | 0540 651B000 58.000 TON | 35.00000 2030.00| 35.14000 2038.12| 39.03000 2263.74 Agricultural Limestone | | | 0550 652C000 29.000 ACRE| 10.00000 290.00| 54.85000 1590.65| 61.33000 1778.57 Mowing | | | 0560 654A000 311.000 SQYD| 4.00000 1244.00| 3.60000 1119.60| 4.46000 1387.06 Solid Sodding | | | 0570 658A002 29.000 ACRE| 875.00000 25375.00| 1200.00000 34800.00| 976.80000 28327.20 Hydro-Seeding & Mulching (Mix 2E) | | | 0580 659A002 6650.000 SQYD| 4.25000 28262.50| 4.84000 32186.00| 4.74000 31521.00 Erosion Control Netting, Class C1 | | | 0590 665A000 14.000 ACRE| 375.00000 5250.00| 330.00000 4620.00| 418.15000 5854.10 Temporary Seeding | | | 0600 665B000 14.000 ACRE| 400.00000 5600.00| 385.00000 5390.00| 446.03000 6244.42 Temporary Mulching | | | 0610 665C000 515.000 LF | 14.00000 7210.00| 10.00000 5150.00| 31.48000 16212.20 15" Temporary Pipe | | | 0620 665E000 120.000 SQYD| 1.00000 120.00| 2.00000 240.00| 5.04000 604.80 Polyethylene | | | 0630 665F000 50.000 EACH| 7.00000 350.00| 5.00000 250.00| 5.58000 279.00 Hay Bales | | | 0640 665G000 200.000 EACH| 4.00000 800.00| 2.00000 400.00| 10.07000 2014.00 Sand Bags | | | 0650 665I000 530.000 TON | 18.00000 9540.00| 22.00000 11660.00| 31.48000 16684.40 Temporary Riprap, Class 2 | | | 0660 665J000 9318.000 LF | 3.00000 27954.00| 3.25000 30283.50| 3.29000 30656.22 Silt Fence, Type A | | | 0670 665K000 400.000 CUYD| 4.00000 1600.00| 6.00000 2400.00| 10.07000 4028.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 18024 |( 3 ) 04013 |HASTINGS GENERAL CONTRACTIN |RACON, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 666A001 29.000 ACRE| 10.00000 290.00| 0.00000 0.00| 11.15000 323.35 Pest Control Treatment | | | 0690 672A000 29.000 GAL | 100.00000 2900.00| 125.00000 3625.00| 111.51000 3233.79 Flocculant Liquid | | | 0700 680A000 LUMP| 85000.00000 85000.00| 300000.00000 300000.00| 49151.32000 49151.32 Engineering Controls | | | 0710 701A031 4.000 MILE| 500.00000 2000.00| 1154.79000 4619.16| 998.29000 3993.16 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0720 701A035 3.000 MILE| 500.00000 1500.00| 1376.42000 4129.26| 1386.51000 4159.53 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0730 701B005 1336.000 LF | 1.00000 1336.00| 0.65000 868.40| 0.44000 587.84 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0740 701C001 7.000 MILE| 500.00000 3500.00| 443.25000 3102.75| 443.68000 3105.76 Solid Temporary Traffic Stripe | | | 0750 701D008 1.000 MILE| 500.00000 500.00| 2332.91000 2332.91| 1608.35000 1608.35 Solid Traffic Stripe Removed (Plastic) | | | 0760 703A002 4024.000 SQFT| 2.00000 8048.00| 2.57000 10341.68| 1.89000 7605.36 Traffic Control Markings, Class 2, Type | | | A | | | 0770 703B002 247.000 SQFT| 2.00000 494.00| 3.27000 807.69| 1.89000 466.83 Traffic Control Legends, Class 2, Type | | | 0780 703C001 304.000 SQFT| 2.00000 608.00| 3.50000 1064.00| 1.12000 340.48 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0790 705A032 67.000 EACH| 5.00000 335.00| 7.00000 469.00| 4.99000 334.33 Pavement Markers, Class A-H, Type 1-B | | | 0800 705A037 157.000 EACH| 5.00000 785.00| 7.00000 1099.00| 4.99000 783.43 Pavement Markers, Class A-H, Type 2-D | | | 0810 705A038 34.000 EACH| 5.00000 170.00| 7.00000 238.00| 4.99000 169.66 Pavement Markers, Class A-H, Type 2-E | | | 0820 710A115 122.000 SQFT| 20.00000 2440.00| 15.16000 1849.52| 15.26000 1861.72 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 : 02/07/03 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 08077 |( 2 ) 18024 |( 3 ) 04013 |HASTINGS GENERAL CONTRACTIN |RACON, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 710A126 35.000 SQFT| 20.00000 700.00| 19.83000 694.05| 19.95000 698.25 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0840 710B001 252.000 LF | 10.00000 2520.00| 5.25000 1323.00| 5.28000 1330.56 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0850 740B000 447.000 SQFT| 9.00000 4023.00| 9.04000 4040.88| 9.10000 4067.70 Construction Signs | | | 0860 740D000 50.000 EACH| 30.00000 1500.00| 60.66000 3033.00| 61.04000 3052.00 Channelizing Drums | | | 0870 740E000 50.000 EACH| 15.00000 750.00| 1.00000 50.00| 11.27000 563.50 Cones (36 Inches High) | | | 0880 740F002 20.000 EACH| 350.00000 7000.00| 180.80000 3616.00| 181.93000 3638.60 Barricades, Type III | | | 0890 740I005 10.000 EACH| 75.00000 750.00| 431.59000 4315.90| 434.29000 4342.90 Warning Lights, Type B (Detachable Head | | | 0900 740M001 50.000 EACH| 8.00000 400.00| 1.00000 50.00| 7.04000 352.00 Ballast For Cone | | | 0910 750R000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 19044.30000 19044.30 Area Lighting System | | | SECTION TOTALS | $ 2,990,315.01| $ 3,299,655.86| $ 4,150,989.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,990,315.01| $ 3,299,655.86| $ 4,150,989.88 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16016 |( ) |( ) |JOHN PLOTT 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| 193440.00000 193440.00| | Clearing & Grubbing (Approximately 35 | | | Acres) | | | 0020 206D000 262.000 LF | 5.10000 1336.20| | Removing Pipe | | | 0030 210A000 251707.000 CUYD| 3.65000 918730.55| | Unclassified Excavation | | | 0040 210B000 1105.000 CUYD| 4.50000 4972.50| | Channel Excavation | | | 0050 210D011 139729.000 CUYD| 6.72000 938978.88| | Borrow Excavation (A-4 or Better) | | | 0060 214A000 2848.000 CUYD| 5.75000 16376.00| | Structure Excavation | | | 0070 214B001 630.000 CUYD| 25.00000 15750.00| | Foundation Backfill, Commercial | | | 0080 230A000 67.000 RBST| 388.00000 25996.00| | Roadbed Processing | | | 0090 301A004 1100.000 SQYD| 7.10000 7810.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0100 301A012 34442.000 SQYD| 5.00000 172210.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 305B060 100.000 TON | 39.50000 3950.00| | Crushed Aggregate, Section 825, (NO | | | SLAG) | | | 0120 327E000 7109.000 TON | 29.60000 210426.40| | Permeable Asphalt Treated Base | | | 0130 401A043 34442.000 SQYD| 1.24000 42708.08| | Bituminous Treatment AE | | | 0140 405A000 3309.000 GAL | 1.17000 3871.53| | Tack Coat | | | 0150 410B000 1.000 EACH| 1855.00000 1855.00| | State Furnished Profilograph | | | 0160 424A360 1816.000 TON | 38.35000 69643.60| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16016 |( ) |( ) |JOHN PLOTT COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B652 5556.000 TON | 30.75000 170847.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0180 424B663 503.000 TON | 41.62000 20934.86| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B682 5622.000 TON | 31.08000 174731.76| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424B689 100.000 TON | 65.42000 6542.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 502A000 127005.000 LB | 0.47000 59692.35| | Steel Reinforcement | | | 0220 524A010 339.000 CUYD| 313.50000 106276.50| | Culvert Concrete | | | 0230 524A011 302.000 CUYD| 302.50000 91355.00| | Culvert Concrete (Cast In Place) | | | 0240 530A002 190.000 LF | 33.65000 6393.50| | 24" Roadway Pipe (Class 3 R.C.) | | | 0250 530A003 206.000 LF | 44.00000 9064.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0260 530A004 221.000 LF | 48.40000 10696.40| | 36" Roadway Pipe (Class 3 R.C.) | | | 0270 530A005 26.000 LF | 65.40000 1700.40| | 42" Roadway Pipe (Class 3 R.C.) | | | 0280 535A002 160.000 LF | 37.40000 5984.00| | 24" Side Drain Pipe | | | 0290 600A000 LUMP| 203500.00000 203500.00| | Mobilization | | | 0300 601A000 1.000 EACH| 27715.00000 27715.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16016 |( ) |( ) |JOHN PLOTT COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 602A000 32.000 EACH| 112.00000 3584.00| | Right Of Way Markers | | | 0320 605A002 13336.000 LF | 6.65000 88684.40| | Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0330 605B000 13.000 EACH| 374.00000 4862.00| | Special Underdrain Outlet, Type A | | | 0340 606A000 300.000 LF | 12.00000 3600.00| | 6" Underdrain Pipe | | | 0350 610C001 776.000 TON | 28.75000 22310.00| | Loose Riprap, Class 2 | | | 0360 610D003 1685.000 SQYD| 2.00000 3370.00| | Filter Blanket, Geotextile | | | 0370 614A000 105.000 CUYD| 231.00000 24255.00| | Slope Paving | | | 0380 619A003 2.000 EACH| 780.00000 1560.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0390 619A004 1.000 EACH| 1250.00000 1250.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0400 619A005 1.000 EACH| 1440.00000 1440.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0410 619A054 1.000 EACH| 1620.00000 1620.00| | 30" Roadway Pipe End Treatment, Class 2 | | | 0420 619A056 1.000 EACH| 2240.00000 2240.00| | 42" Roadway Pipe End Treatment, Class 2 | | | 0430 619A102 4.000 EACH| 780.00000 3120.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0440 621A005 1.000 EACH| 2750.00000 2750.00| | Junction Boxes, Type 1 | | | 0450 621A013 1.000 EACH| 3300.00000 3300.00| | Junction Boxes, Type Special | | | 0460 621I001 2.000 EACH| 11000.00000 22000.00| | Stilling Basins, Type 1 | | | 0470 621I002 3.000 EACH| 13750.00000 41250.00| | Stilling Basins, Type 2 | | | 0480 630A001 2544.000 LF | 10.20000 25948.80| | Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16016 |( ) |( ) |JOHN PLOTT COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 630C001 1.000 EACH| 642.00000 642.00| | Guardrail End Anchor, Type 8 | | | 0500 630C050 7.000 EACH| 1338.00000 9366.00| | Guardrail End Anchor, Type 20 Series | | | 0510 635A000 13393.000 LF | 3.55000 47545.15| | Woven Wire Fence | | | 0520 635B002 8.000 EACH| 1100.00000 8800.00| | Gate, 20 Feet Wide | | | 0530 650B000 10270.000 CUYD| 3.45000 35431.50| | Topsoil From Stockpiles | | | 0540 651B000 58.000 TON | 39.20000 2273.60| | Agricultural Limestone | | | 0550 652C000 29.000 ACRE| 44.80000 1299.20| | Mowing | | | 0560 654A000 311.000 SQYD| 4.40000 1368.40| | Solid Sodding | | | 0570 658A002 29.000 ACRE| 1120.00000 32480.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 0580 659A002 6650.000 SQYD| 6.16000 40964.00| | Erosion Control Netting, Class C1 | | | 0590 665A000 14.000 ACRE| 392.00000 5488.00| | Temporary Seeding | | | 0600 665B000 14.000 ACRE| 392.00000 5488.00| | Temporary Mulching | | | 0610 665C000 515.000 LF | 19.00000 9785.00| | 15" Temporary Pipe | | | 0620 665E000 120.000 SQYD| 1.00000 120.00| | Polyethylene | | | 0630 665F000 50.000 EACH| 7.20000 360.00| | Hay Bales | | | 0640 665G000 200.000 EACH| 6.90000 1380.00| | Sand Bags | | | 0650 665I000 530.000 TON | 27.50000 14575.00| | Temporary Riprap, Class 2 | | | 0660 665J000 9318.000 LF | 3.50000 32613.00| | Silt Fence, Type A | | | 0670 665K000 400.000 CUYD| 5.75000 2300.00| | Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 02/07/03 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16016 |( ) |( ) |JOHN PLOTT COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 666A001 29.000 ACRE| 35.00000 1015.00| | Pest Control Treatment | | | 0690 672A000 29.000 GAL | 115.00000 3335.00| | Flocculant Liquid | | | 0700 680A000 LUMP| 84420.00000 84420.00| | Engineering Controls | | | 0710 701A031 4.000 MILE| 1069.20000 4276.80| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0720 701A035 3.000 MILE| 1274.40000 3823.20| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0730 701B005 1336.000 LF | 0.60000 801.60| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0740 701C001 7.000 MILE| 410.40000 2872.80| | Solid Temporary Traffic Stripe | | | 0750 701D008 1.000 MILE| 2160.00000 2160.00| | Solid Traffic Stripe Removed (Plastic) | | | 0760 703A002 4024.000 SQFT| 2.38000 9577.12| | Traffic Control Markings, Class 2, Type | | | A | | | 0770 703B002 247.000 SQFT| 3.02000 745.94| | Traffic Control Legends, Class 2, Type | | | 0780 703C001 304.000 SQFT| 3.24000 984.96| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0790 705A032 67.000 EACH| 6.48000 434.16| | Pavement Markers, Class A-H, Type 1-B | | | 0800 705A037 157.000 EACH| 6.48000 1017.36| | Pavement Markers, Class A-H, Type 2-D | | | 0810 705A038 34.000 EACH| 6.48000 220.32| | Pavement Markers, Class A-H, Type 2-E | | | 0820 710A115 122.000 SQFT| 17.30000 2110.60| | 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 : 02/07/03 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20030207001 COUNTIES : TUSCALOOSA LETTING DATE : 02/07/03 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16016 |( ) |( ) |JOHN PLOTT COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 710A126 35.000 SQFT| 17.80000 623.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0840 710B001 252.000 LF | 6.75000 1701.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0850 740B000 447.000 SQFT| 14.70000 6570.90| | Construction Signs | | | 0860 740D000 50.000 EACH| 86.00000 4300.00| | Channelizing Drums | | | 0870 740E000 50.000 EACH| 19.40000 970.00| | Cones (36 Inches High) | | | 0880 740F002 20.000 EACH| 275.00000 5500.00| | Barricades, Type III | | | 0890 740I005 10.000 EACH| 335.00000 3350.00| | Warning Lights, Type B (Detachable Head | | | 0900 740M001 50.000 EACH| 9.00000 450.00| | Ballast For Cone | | | 0910 750R000 LUMP| 20000.00000 20000.00| | Area Lighting System | | | SECTION TOTALS | $ 4,194,170.32| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,194,170.32| $ 0.00| $ ====================================================================================================================================