ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20060113002 COUNTIES : MONTGOMERY MACON LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : HSIPF-I085(319) for constructing the Cable Guiderail Median Protection on I-85 from SR-126 at Waugh to SR-229. Length 10.010 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 1,267,831.75 100.0000% 2 01010 ALABAMA GUARDRAIL, INC. $ 1,484,143.50 117.0616% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060113002 COUNTIES : MONTGOMERY MACON LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 01010 |( ) |H & L CONSTRUCTION, INC. |ALABAMA GUARDRAIL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 2978.000 LF | 2.50000 7445.00| 1.25000 3722.50| Removing Guardrail | | | 0020 206E008 34.000 EACH| 150.00000 5100.00| 130.00000 4420.00| Removing Guardrail End Anchor (All Type | | | 0030 210D001 1380.000 CUYD| 25.00000 34500.00| 31.00000 42780.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 600A000 LUMP| 71500.00000 71500.00| 55000.00000 55000.00| Mobilization | | | 0050 624C001 11405.000 LF | 14.75000 168223.75| 19.10000 217835.50| Tensioned Cable Guiderail (Safe Roads) | | | 0060 624C002 14252.000 LF | 17.25000 245847.00| 21.25000 302855.00| Tensioned Cable Guiderail (C.A.S.S.) | | | 0070 624C003 18454.000 LF | 21.50000 396761.00| 26.20000 483494.80| Tensioned Cable Guiderail (BRIFEN) | | | 0080 629D000 10.000 EACH| 2500.00000 25000.00| 6500.00000 65000.00| Bridge Guardrail Retrofit, Type IC | | | 0090 630A001 7730.000 LF | 15.50000 119815.00| 14.50000 112085.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C001 8.000 EACH| 1000.00000 8000.00| 800.00000 6400.00| Guardrail End Anchor, Type 8 | | | 0110 630C003 10.000 EACH| 1175.00000 11750.00| 1500.00000 15000.00| Guardrail End Anchor, Type 13 | | | 0120 630C050 7.000 EACH| 1875.00000 13125.00| 2100.00000 14700.00| Guardrail End Anchor, Type 20 Series | | | 0130 630C070 9.000 EACH| 1625.00000 14625.00| 1500.00000 13500.00| Guardrail End Anchor, Type 10 Series | | | 0140 631F001 324.000 LF | 9.00000 2916.00| 12.00000 3888.00| Steel Beam Guardrail, Class A, Type 2 | | | Relocated | | | 0150 631G008 3.000 EACH| 500.00000 1500.00| 800.00000 2400.00| Guardrail End Anchor, Type 8 Relocated | | | 0160 631G009 3.000 EACH| 650.00000 1950.00| 1500.00000 4500.00| Guardrail End Anchor, Type 10 Series | | | Relocated | | | 0170 652A100 3.000 ACRE| 1500.00000 4500.00| 895.00000 2685.00| Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20060113002 COUNTIES : MONTGOMERY MACON LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 01010 |( ) |H & L CONSTRUCTION, INC. |ALABAMA GUARDRAIL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 656A010 3.000 ACRE| 1500.00000 4500.00| 795.00000 2385.00| Mulching | | | 0190 659A000 2500.000 SQYD| 2.50000 6250.00| 2.30000 5750.00| Erosion Control Netting, Class A | | | 0200 665J000 3230.000 LF | 8.00000 25840.00| 4.80000 15504.00| Silt Fence, Type A | | | 0210 665O001 3230.000 LF | 1.00000 3230.00| 0.40000 1292.00| Silt Fence Removal | | | 0220 666A001 3.000 ACRE| 50.00000 150.00| 10.50000 31.50| Pest Control Treatment | | | 0230 680A000 LUMP| 5000.00000 5000.00| 30000.00000 30000.00| Engineering Controls | | | 0240 740B000 1624.000 SQFT| 8.50000 13804.00| 9.80000 15915.20| Construction Signs | | | 0250 740D000 300.000 EACH| 60.00000 18000.00| 52.50000 15750.00| Channelizing Drums | | | 0260 740I005 10.000 EACH| 250.00000 2500.00| 275.00000 2750.00| Warning Lights, Type B (Detachable Head | | | 0270 741C010 2.000 EACH| 5000.00000 10000.00| 3000.00000 6000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0280 742A001 2.000 EACH| 18000.00000 36000.00| 8250.00000 16500.00| Portable Changeable Message Sign, Type | | | 0290 998A000 LUMP| 10000.00000 10000.00| 22000.00000 22000.00| Construction Fuel (Maximum Bid Limited | | | To $ 34000) | | | SECTION TOTALS | $ 1,267,831.75| $ 1,484,143.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,267,831.75| $ 1,484,143.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 CONTRACT TIME : 385 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACSTPAAF-NCPD-0192(006) for constructing the Grade and Drainage on the Anniston East Bypass from north of Choccolocco Road in Anniston to south of Lake Yahou. Length 2.756 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 24,225,583.05 100.0000% 2 18024 RACON, INC. $ 25,451,408.27 105.0600% 3 07014 ELMO GREER & SONS, LLC $ 27,141,478.62 112.0364% 4 08016 HILL BROTHERS CONSTRUCTION & ENGINEERING COMPANY, INC. $ 28,925,577.00 119.4010% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 18024 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |RACON, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 448000.00000 448000.00| 448000.00000 448000.00| 448000.00000 448000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) | | | (Appoximately 112 Acres) | | | 0020 205A001 1.000 EACH| 4400.00000 4400.00| 20000.00000 20000.00| 4000.00000 4000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 4400.00000 4400.00| 1.00000 1.00| 3000.00000 3000.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 4400.00000 4400.00| 1.00000 1.00| 5000.00000 5000.00 Removal Of Structures, Structure No. 3 | | | 0050 206B000 LUMP| 2200.00000 2200.00| 10000.00000 10000.00| 3500.00000 3500.00 Removal Of Old Box Culvert, Station | | | 135+35 | | | 0060 206B001 LUMP| 2200.00000 2200.00| 5000.00000 5000.00| 2500.00000 2500.00 Removal Of Old Box Culvert, Station | | | 237+75 | | | 0070 206D000 246.000 LF | 17.30000 4255.80| 8.48000 2086.08| 12.00000 2952.00 Removing Pipe | | | 0080 206D001 225.000 LF | 6.00000 1350.00| 5.50000 1237.50| 5.00000 1125.00 Removing Guardrail | | | 0090 206D006 1937.000 LF | 3.20000 6198.40| 3.00000 5811.00| 1.00000 1937.00 Removing Industrial Fence | | | 0100 206E000 12.000 EACH| 115.00000 1380.00| 1105.00000 13260.00| 100.00000 1200.00 Removing Headwalls | | | 0110 210A000 4313275.000 CUYD| 2.53000 10912585.75| 2.06000 8885346.50| 3.08000 13284887.00 Unclassified Excavation | | | 0120 214A000 31762.000 CUYD| 7.00000 222334.00| 9.00000 285858.00| 18.00000 571716.00 Structure Excavation | | | 0130 214B001 6455.000 CUYD| 20.00000 129100.00| 25.56000 164989.80| 26.00000 167830.00 Foundation Backfill, Commercial | | | 0140 301A012 4205.000 SQYD| 9.00000 37845.00| 6.75000 28383.75| 8.00000 33640.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 424A361 482.000 TON | 65.00000 31330.00| 59.92000 28881.44| 55.00000 26510.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 18024 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |RACON, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 50.000 TON | 80.00000 4000.00| 107.82000 5391.00| 100.00000 5000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 430B014 30801.000 TON | 15.20000 468175.20| 16.22000 499592.22| 18.00000 554418.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0180 502A000 1864361.000 LB | 0.50000 932180.50| 0.68000 1267765.48| 0.57000 1062685.77 Steel Reinforcement | | | 0190 524A011 8325.000 CUYD| 265.00000 2206125.00| 300.00000 2497500.00| 271.00000 2256075.00 Culvert Concrete (Cast In Place) | | | 0200 530A002 6557.000 LF | 49.00000 321293.00| 34.96000 229232.72| 46.00000 301622.00 24" Roadway Pipe (Class 3 R.C.) | | | 0210 530A004 303.000 LF | 68.70000 20816.10| 59.76000 18107.28| 76.00000 23028.00 36" Roadway Pipe (Class 3 R.C.) | | | 0220 530A005 89.000 LF | 97.50000 8677.50| 74.53000 6633.17| 86.00000 7654.00 42" Roadway Pipe (Class 3 R.C.) | | | 0230 530A013 106.000 LF | 48.60000 5151.60| 41.09000 4355.54| 48.00000 5088.00 24" Roadway Pipe (Class 4 R.C.) | | | 0240 530A015 196.000 LF | 70.00000 13720.00| 64.63000 12667.48| 74.00000 14504.00 36" Roadway Pipe (Class 4 R.C.) | | | 0250 530A016 239.000 LF | 91.60000 21892.40| 80.71000 19289.69| 90.00000 21510.00 42" Roadway Pipe (Class 4 R.C.) | | | 0260 530A017 312.000 LF | 113.70000 35474.40| 100.06000 31218.72| 108.00000 33696.00 48" Roadway Pipe (Class 4 R.C.) | | | 0270 530A028 706.000 LF | 123.90000 87473.40| 108.80000 76812.80| 120.00000 84720.00 48" Roadway Pipe (Class 5 R.C.) | | | 0280 530A104 56.000 LF | 62.80000 3516.80| 71.25000 3990.00| 74.00000 4144.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 530A152 174.000 LF | 51.10000 8891.40| 45.43000 7904.82| 54.00000 9396.00 36" Roadway Pipe (14 Gauge C.C.S.) | | | 0300 530A155 1093.000 LF | 38.20000 41752.60| 36.00000 39348.00| 41.00000 44813.00 24" Roadway Pipe (14 Gauge C.C.S.) | | | 0310 530A378 212.000 LF | 142.40000 30188.80| 165.00000 34980.00| 138.00000 29256.00 48" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0320 530A800 86.000 LF | 29.40000 2528.40| 42.03000 3614.58| 30.00000 2580.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 18024 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |RACON, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 600A000 LUMP| 870842.00000 870842.00| 3059743.90000 3059743.90| 2398000.00000 2398000.00 Mobilization | | | 0340 602A000 33.000 EACH| 93.40000 3082.20| 150.00000 4950.00| 100.00000 3300.00 Right Of Way Markers | | | 0350 603A000 1.000 EACH| 30000.00000 30000.00| 30000.00000 30000.00| 50000.00000 50000.00 Furnishing Type 1 Field Office | | | 0360 606A000 9660.000 LF | 14.10000 136206.00| 8.75000 84525.00| 15.00000 144900.00 6" Underdrain Pipe | | | 0370 610C001 29932.000 TON | 18.90000 565714.80| 20.90000 625578.80| 18.77000 561823.64 Loose Riprap, Class 2 | | | 0380 610C002 9351.000 TON | 20.60000 192630.60| 24.00000 224424.00| 19.89000 185991.39 Loose Riprap, Class 3 | | | 0390 610D003 44767.000 SQYD| 3.00000 134301.00| 1.97000 88190.99| 2.00000 89534.00 Filter Blanket, Geotextile | | | 0400 614A000 3620.000 CUYD| 205.00000 742100.00| 250.00000 905000.00| 240.00000 868800.00 Slope Paving | | | 0410 619A003 24.000 EACH| 700.00000 16800.00| 676.00000 16224.00| 700.00000 16800.00 24" Roadway Pipe End Treatment, Class 1 | | | 0420 619A005 5.000 EACH| 1000.00000 5000.00| 1164.00000 5820.00| 1000.00000 5000.00 36" Roadway Pipe End Treatment, Class 1 | | | 0430 619A006 3.000 EACH| 1100.00000 3300.00| 1745.00000 5235.00| 1100.00000 3300.00 42" Roadway Pipe End Treatment, Class 1 | | | 0440 619A007 6.000 EACH| 1300.00000 7800.00| 1950.00000 11700.00| 1300.00000 7800.00 48" Roadway Pipe End Treatment, Class 1 | | | 0450 620A000 5.000 CUYD| 750.00000 3750.00| 966.00000 4830.00| 1000.00000 5000.00 Minor Structure Concrete | | | 0460 621A000 1.000 EACH| 2500.00000 2500.00| 1684.00000 1684.00| 2500.00000 2500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0470 621A010 7.000 EACH| 2750.00000 19250.00| 2276.00000 15932.00| 2750.00000 19250.00 Junction Boxes, Type 3 | | | 0480 621A016 6.000 EACH| 4500.00000 27000.00| 3773.00000 22638.00| 4500.00000 27000.00 Junction Boxes, Type 4, 1P Or 5 | | | 0490 621A017 1.000 EACH| 4500.00000 4500.00| 3774.00000 3774.00| 4500.00000 4500.00 Junction Boxes, Type 4, 2P Or 5 | | | 0500 621A058 10.000 EACH| 2850.00000 28500.00| 3260.00000 32600.00| 2850.00000 28500.00 Junction Boxes, Type 3 (Modified) | | | 0510 621B019 1.000 EACH| 1000.00000 1000.00| 862.00000 862.00| 1000.00000 1000.00 Junction Box Units, Type 4, 2P Or 5 | | | 0520 621C002 1.000 EACH| 1800.00000 1800.00| 2563.00000 2563.00| 1800.00000 1800.00 Inlets, Type C, P1 Or P3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 18024 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |RACON, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 621C006 1.000 EACH| 4500.00000 4500.00| 5250.00000 5250.00| 4500.00000 4500.00 Inlets, Type KL | | | 0540 621C015 11.000 EACH| 3000.00000 33000.00| 3189.00000 35079.00| 3000.00000 33000.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0550 621C020 10.000 EACH| 3000.00000 30000.00| 1868.00000 18680.00| 3000.00000 30000.00 Inlets, Type Y | | | 0560 621C064 1.000 EACH| 3000.00000 3000.00| 900.00000 900.00| 3000.00000 3000.00 Inlets, Type E3 (Special) | | | 0570 621C139 18.000 EACH| 4200.00000 75600.00| 1250.00000 22500.00| 4200.00000 75600.00 Inlets, Type E4 (Special) | | | 0580 621D015 13.000 EACH| 550.00000 7150.00| 526.00000 6838.00| 550.00000 7150.00 Inlet Units, Type S1 Or S3 | | | 0590 621D019 10.000 EACH| 550.00000 5500.00| 530.00000 5300.00| 550.00000 5500.00 Inlet Units, Type Y | | | 0600 621I001 2.000 EACH| 6000.00000 12000.00| 6000.00000 12000.00| 6500.00000 13000.00 Stilling Basins, Type 1 | | | 0610 621I002 1.000 EACH| 8500.00000 8500.00| 8500.00000 8500.00| 12000.00000 12000.00 Stilling Basins, Type 2 | | | 0620 621I005 2.000 EACH| 20000.00000 40000.00| 20000.00000 40000.00| 25000.00000 50000.00 Stilling Basins, Type 5 | | | 0630 621I007 3.000 EACH| 30000.00000 90000.00| 42000.00000 126000.00| 35000.00000 105000.00 Stilling Basins, Type 7 | | | 0640 621I008 1.000 EACH| 35000.00000 35000.00| 65000.00000 65000.00| 40000.00000 40000.00 Stilling Basins, Type 8 | | | 0650 630C070 1.000 EACH| 2400.00000 2400.00| 1980.00000 1980.00| 1800.00000 1800.00 Guardrail End Anchor, Type 10 Series | | | 0660 634A002 10441.000 LF | 14.00000 146174.00| 12.63000 131869.83| 12.00000 125292.00 Industrial Fence, 6 Feet High | | | 0670 634D004 5.000 EACH| 800.00000 4000.00| 1164.00000 5820.00| 1000.00000 5000.00 Gate, 14 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 0680 641A684 568.000 LF | 78.60000 44644.80| 91.49000 51966.32| 110.00000 62480.00 8 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0690 645A512 3497.000 LF | 115.20000 402854.40| 142.67000 498916.99| 118.00000 412646.00 10 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 0700 645H510 6.000 EACH| 3500.00000 21000.00| 4074.00000 24444.00| 4000.00000 24000.00 48 Inch Manhole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 18024 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |RACON, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 645H570 7.000 EACH| 14000.00000 98000.00| 16296.00000 114072.00| 15000.00000 105000.00 72 Inch Manhole | | | 0720 649A555 1191.000 LF | 485.00000 577635.00| 564.54000 672367.14| 500.00000 595500.00 20 Inch Steel Encasement Pipe, Type 1 | | | Installment | | | 0730 650B000 69500.000 CUYD| 2.00000 139000.00| 2.50000 173750.00| 3.00000 208500.00 Topsoil From Stockpiles | | | 0740 652A100 148.000 ACRE| 600.00000 88800.00| 660.00000 97680.00| 600.00000 88800.00 Seeding | | | 0750 652C000 112.000 ACRE| 65.00000 7280.00| 71.50000 8008.00| 65.00000 7280.00 Mowing | | | 0760 654A001 3330.000 SQYD| 4.50000 14985.00| 4.95000 16483.50| 4.50000 14985.00 Solid Sodding (Bermuda) | | | 0770 656A010 148.000 ACRE| 500.00000 74000.00| 605.00000 89540.00| 5.50000 814.00 Mulching | | | 0779 659A002 121839.000 SQYD| 4.30000 523907.70| 4.12000 501976.68| 3.75000 456896.25 Erosion Control Netting, Class C1 | | | 0780 659A003 35149.000 SQYD| 4.50000 158170.50| 4.12000 144813.88| 3.75000 131808.75 Erosion Control Netting, Class C2 | | | 0790 659A010 1632.000 SQYD| 1.50000 2448.00| 1.65000 2692.80| 1.50000 2448.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0800 660D092 45.000 EACH| 150.00000 6750.00| 127.60000 5742.00| 116.00000 5220.00 Trees, Quercus Nigra (Water Oak) | | | 0810 660D094 45.000 EACH| 150.00000 6750.00| 127.60000 5742.00| 116.00000 5220.00 Trees, Quercus Phellos (Willow Oak) | | | 0820 660E051 45.000 EACH| 45.00000 2025.00| 4.40000 198.00| 4.00000 180.00 Seedlings, Salix Nigra (Black Willow) | | | 0830 665A000 25.000 ACRE| 400.00000 10000.00| 440.00000 11000.00| 400.00000 10000.00 Temporary Seeding | | | 0840 665B000 25.000 ACRE| 500.00000 12500.00| 440.00000 11000.00| 400.00000 10000.00 Temporary Mulching | | | 0850 665C000 9626.000 LF | 20.00000 192520.00| 12.00000 115512.00| 12.00000 115512.00 15" Temporary Pipe | | | 0860 665E000 16564.000 SQYD| 3.00000 49692.00| 1.00000 16564.00| 2.25000 37269.00 Polyethylene | | | 0870 665F000 500.000 EACH| 6.00000 3000.00| 7.00000 3500.00| 8.00000 4000.00 Hay Bales | | | 0880 665G000 1280.000 EACH| 3.00000 3840.00| 5.00000 6400.00| 15.00000 19200.00 Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23025 |( 2 ) 18024 |( 3 ) 07014 |WRIGHT BROTHERS CONSTRUCTIO |RACON, INC. |ELMO GREER & SONS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 665I000 10803.000 TON | 18.90000 204176.70| 25.00000 270075.00| 17.77000 191969.31 Temporary Riprap, Class 2 | | | 0900 665J000 79828.000 LF | 2.80000 223518.40| 2.75000 219527.00| 2.75000 219527.00 Silt Fence, Type A | | | 0910 665K000 1410.000 CUYD| 8.00000 11280.00| 8.00000 11280.00| 15.00000 21150.00 Drainage Sump Excavation | | | 0920 665O001 39914.000 LF | 0.60000 23948.40| 1.42000 56677.88| 1.00000 39914.00 Silt Fence Removal | | | 0930 665Q001 11370.000 LF | 7.00000 79590.00| 6.80000 77316.00| 8.45000 96076.50 20 Inch Wattle | | | 0940 665T000 12695.000 LF | 2.00000 25390.00| 1.00000 12695.00| 1.00000 12695.00 Temporary Earth Berms | | | 0950 666A001 38.000 ACRE| 25.00000 950.00| 0.00000 0.00| 25.00000 950.00 Pest Control Treatment | | | 0960 672B000 1630.000 LB | 15.00000 24450.00| 22.00000 35860.00| 20.00000 32600.00 Flocculant Powder | | | 0970 672C000 20.000 EACH| 150.00000 3000.00| 193.00000 3860.00| 100.00000 2000.00 Flocculant Log | | | 0980 680A000 LUMP| 272137.50000 272137.50| 300000.00000 300000.00| 225000.00000 225000.00 Engineering Controls | | | 0990 713A000 25.000 LF | 125.00000 3125.00| 192.50000 4812.50| 100.00000 2500.00 Permanent Barricades | | | 1000 740B000 431.000 SQFT| 10.00000 4310.00| 9.31000 4012.61| 10.00000 4310.00 Construction Signs | | | 1010 740D000 44.000 EACH| 72.00000 3168.00| 67.51000 2970.44| 75.00000 3300.00 Channelizing Drums | | | 1020 740E000 25.000 EACH| 18.00000 450.00| 5.00000 125.00| 20.00000 500.00 Cones (36 Inches High) | | | 1030 740F002 20.000 EACH| 350.00000 7000.00| 244.44000 4888.80| 350.00000 7000.00 Barricades, Type III | | | 1040 740I005 9.000 EACH| 750.00000 6750.00| 1106.96000 9962.64| 750.00000 6750.00 Warning Lights, Type B (Detachable Head | | | 1050 740M001 25.000 EACH| 8.00000 200.00| 5.00000 125.00| 10.00000 250.00 Ballast For Cone | | | 1060 998A000 LUMP| 1572000.00000 1572000.00| 1572000.00000 1572000.00| 0.01000 0.01 Construction Fuel (Maximum Bid Limited | | | To $ 1,572,000) | | | 1070 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 | $ 24,225,583.05| $ 25,451,408.27| $ 27,141,478.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 24,225,583.05| $ 25,451,408.27| $ 27,141,478.62 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 448000.00000 448000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) | | | (Appoximately 112 Acres) | | | 0020 205A001 1.000 EACH| 2100.00000 2100.00| | Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 4800.00000 4800.00| | Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 4800.00000 4800.00| | Removal Of Structures, Structure No. 3 | | | 0050 206B000 LUMP| 4000.00000 4000.00| | Removal Of Old Box Culvert, Station | | | 135+35 | | | 0060 206B001 LUMP| 2000.00000 2000.00| | Removal Of Old Box Culvert, Station | | | 237+75 | | | 0070 206D000 246.000 LF | 18.00000 4428.00| | Removing Pipe | | | 0080 206D001 225.000 LF | 6.00000 1350.00| | Removing Guardrail | | | 0090 206D006 1937.000 LF | 4.50000 8716.50| | Removing Industrial Fence | | | 0100 206E000 12.000 EACH| 810.00000 9720.00| | Removing Headwalls | | | 0110 210A000 4313275.000 CUYD| 3.00000 12939825.00| | Unclassified Excavation | | | 0120 214A000 31762.000 CUYD| 16.50000 524073.00| | Structure Excavation | | | 0130 214B001 6455.000 CUYD| 29.00000 187195.00| | Foundation Backfill, Commercial | | | 0140 301A012 4205.000 SQYD| 14.50000 60972.50| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0150 424A361 482.000 TON | 59.00000 28438.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B655 50.000 TON | 110.00000 5500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 430B014 30801.000 TON | 15.50000 477415.50| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0180 502A000 1864361.000 LB | 0.65000 1211834.65| | Steel Reinforcement | | | 0190 524A011 8325.000 CUYD| 285.00000 2372625.00| | Culvert Concrete (Cast In Place) | | | 0200 530A002 6557.000 LF | 40.50000 265558.50| | 24" Roadway Pipe (Class 3 R.C.) | | | 0210 530A004 303.000 LF | 66.00000 19998.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0220 530A005 89.000 LF | 86.00000 7654.00| | 42" Roadway Pipe (Class 3 R.C.) | | | 0230 530A013 106.000 LF | 43.00000 4558.00| | 24" Roadway Pipe (Class 4 R.C.) | | | 0240 530A015 196.000 LF | 73.00000 14308.00| | 36" Roadway Pipe (Class 4 R.C.) | | | 0250 530A016 239.000 LF | 92.00000 21988.00| | 42" Roadway Pipe (Class 4 R.C.) | | | 0260 530A017 312.000 LF | 110.00000 34320.00| | 48" Roadway Pipe (Class 4 R.C.) | | | 0270 530A028 706.000 LF | 120.00000 84720.00| | 48" Roadway Pipe (Class 5 R.C.) | | | 0280 530A104 56.000 LF | 95.00000 5320.00| | 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 530A152 174.000 LF | 49.00000 8526.00| | 36" Roadway Pipe (14 Gauge C.C.S.) | | | 0300 530A155 1093.000 LF | 37.00000 40441.00| | 24" Roadway Pipe (14 Gauge C.C.S.) | | | 0310 530A378 212.000 LF | 130.00000 27560.00| | 48" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0320 530A800 86.000 LF | 26.50000 2279.00| | 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -10 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 600A000 LUMP| 2750000.00000 2750000.00| | Mobilization | | | 0340 602A000 33.000 EACH| 130.00000 4290.00| | Right Of Way Markers | | | 0350 603A000 1.000 EACH| 14000.00000 14000.00| | Furnishing Type 1 Field Office | | | 0360 606A000 9660.000 LF | 13.00000 125580.00| | 6" Underdrain Pipe | | | 0370 610C001 29932.000 TON | 19.00000 568708.00| | Loose Riprap, Class 2 | | | 0380 610C002 9351.000 TON | 21.00000 196371.00| | Loose Riprap, Class 3 | | | 0390 610D003 44767.000 SQYD| 2.45000 109679.15| | Filter Blanket, Geotextile | | | 0400 614A000 3620.000 CUYD| 205.00000 742100.00| | Slope Paving | | | 0410 619A003 24.000 EACH| 760.00000 18240.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0420 619A005 5.000 EACH| 1100.00000 5500.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0430 619A006 3.000 EACH| 1200.00000 3600.00| | 42" Roadway Pipe End Treatment, Class 1 | | | 0440 619A007 6.000 EACH| 1400.00000 8400.00| | 48" Roadway Pipe End Treatment, Class 1 | | | 0450 620A000 5.000 CUYD| 800.00000 4000.00| | Minor Structure Concrete | | | 0460 621A000 1.000 EACH| 2700.00000 2700.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0470 621A010 7.000 EACH| 3000.00000 21000.00| | Junction Boxes, Type 3 | | | 0480 621A016 6.000 EACH| 4900.00000 29400.00| | Junction Boxes, Type 4, 1P Or 5 | | | 0490 621A017 1.000 EACH| 4900.00000 4900.00| | Junction Boxes, Type 4, 2P Or 5 | | | 0500 621A058 10.000 EACH| 3100.00000 31000.00| | Junction Boxes, Type 3 (Modified) | | | 0510 621B019 1.000 EACH| 1100.00000 1100.00| | Junction Box Units, Type 4, 2P Or 5 | | | 0520 621C002 1.000 EACH| 1900.00000 1900.00| | Inlets, Type C, P1 Or P3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -11 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 621C006 1.000 EACH| 4900.00000 4900.00| | Inlets, Type KL | | | 0540 621C015 11.000 EACH| 3200.00000 35200.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0550 621C020 10.000 EACH| 3200.00000 32000.00| | Inlets, Type Y | | | 0560 621C064 1.000 EACH| 3200.00000 3200.00| | Inlets, Type E3 (Special) | | | 0570 621C139 18.000 EACH| 4500.00000 81000.00| | Inlets, Type E4 (Special) | | | 0580 621D015 13.000 EACH| 590.00000 7670.00| | Inlet Units, Type S1 Or S3 | | | 0590 621D019 10.000 EACH| 590.00000 5900.00| | Inlet Units, Type Y | | | 0600 621I001 2.000 EACH| 6500.00000 13000.00| | Stilling Basins, Type 1 | | | 0610 621I002 1.000 EACH| 9200.00000 9200.00| | Stilling Basins, Type 2 | | | 0620 621I005 2.000 EACH| 22000.00000 44000.00| | Stilling Basins, Type 5 | | | 0630 621I007 3.000 EACH| 32000.00000 96000.00| | Stilling Basins, Type 7 | | | 0640 621I008 1.000 EACH| 38000.00000 38000.00| | Stilling Basins, Type 8 | | | 0650 630C070 1.000 EACH| 2500.00000 2500.00| | Guardrail End Anchor, Type 10 Series | | | 0660 634A002 10441.000 LF | 14.50000 151394.50| | Industrial Fence, 6 Feet High | | | 0670 634D004 5.000 EACH| 820.00000 4100.00| | Gate, 14 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 0680 641A684 568.000 LF | 69.00000 39192.00| | 8 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0690 645A512 3497.000 LF | 220.00000 769340.00| | 10 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 0700 645H510 6.000 EACH| 4500.00000 27000.00| | 48 Inch Manhole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -12 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 645H570 7.000 EACH| 6500.00000 45500.00| | 72 Inch Manhole | | | 0720 649A555 1191.000 LF | 89.50000 106594.50| | 20 Inch Steel Encasement Pipe, Type 1 | | | Installment | | | 0730 650B000 69500.000 CUYD| 2.60000 180700.00| | Topsoil From Stockpiles | | | 0740 652A100 148.000 ACRE| 650.00000 96200.00| | Seeding | | | 0750 652C000 112.000 ACRE| 70.00000 7840.00| | Mowing | | | 0760 654A001 3330.000 SQYD| 4.85000 16150.50| | Solid Sodding (Bermuda) | | | 0770 656A010 148.000 ACRE| 540.00000 79920.00| | Mulching | | | 0779 659A002 121839.000 SQYD| 4.60000 560459.40| | Erosion Control Netting, Class C1 | | | 0780 659A003 35149.000 SQYD| 4.85000 170472.65| | Erosion Control Netting, Class C2 | | | 0790 659A010 1632.000 SQYD| 1.60000 2611.20| | Erosion Control Netting, Class A (Jute | | | Netting) | | | 0800 660D092 45.000 EACH| 160.00000 7200.00| | Trees, Quercus Nigra (Water Oak) | | | 0810 660D094 45.000 EACH| 160.00000 7200.00| | Trees, Quercus Phellos (Willow Oak) | | | 0820 660E051 45.000 EACH| 48.50000 2182.50| | Seedlings, Salix Nigra (Black Willow) | | | 0830 665A000 25.000 ACRE| 430.00000 10750.00| | Temporary Seeding | | | 0840 665B000 25.000 ACRE| 540.00000 13500.00| | Temporary Mulching | | | 0850 665C000 9626.000 LF | 19.00000 182894.00| | 15" Temporary Pipe | | | 0860 665E000 16564.000 SQYD| 2.40000 39753.60| | Polyethylene | | | 0870 665F000 500.000 EACH| 11.50000 5750.00| | Hay Bales | | | 0880 665G000 1280.000 EACH| 10.50000 13440.00| | Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 003 -13 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20060113003 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 08016 |( ) |( ) |HILL BROTHERS CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0890 665I000 10803.000 TON | 12.00000 129636.00| | Temporary Riprap, Class 2 | | | 0900 665J000 79828.000 LF | 3.00000 239484.00| | Silt Fence, Type A | | | 0910 665K000 1410.000 CUYD| 15.00000 21150.00| | Drainage Sump Excavation | | | 0920 665O001 39914.000 LF | 0.65000 25944.10| | Silt Fence Removal | | | 0930 665Q001 11370.000 LF | 7.55000 85843.50| | 20 Inch Wattle | | | 0940 665T000 12695.000 LF | 2.00000 25390.00| | Temporary Earth Berms | | | 0950 666A001 38.000 ACRE| 27.00000 1026.00| | Pest Control Treatment | | | 0960 672B000 1630.000 LB | 16.00000 26080.00| | Flocculant Powder | | | 0970 672C000 20.000 EACH| 160.00000 3200.00| | Flocculant Log | | | 0980 680A000 LUMP| 375000.00000 375000.00| | Engineering Controls | | | 0990 713A000 25.000 LF | 130.00000 3250.00| | Permanent Barricades | | | 1000 740B000 431.000 SQFT| 11.00000 4741.00| | Construction Signs | | | 1010 740D000 44.000 EACH| 78.00000 3432.00| | Channelizing Drums | | | 1020 740E000 25.000 EACH| 19.50000 487.50| | Cones (36 Inches High) | | | 1030 740F002 20.000 EACH| 380.00000 7600.00| | Barricades, Type III | | | 1040 740I005 9.000 EACH| 810.00000 7290.00| | Warning Lights, Type B (Detachable Head | | | 1050 740M001 25.000 EACH| 8.65000 216.25| | Ballast For Cone | | | 1060 998A000 LUMP| 1572000.00000 1572000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 1,572,000) | | | 1070 999 000 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 28,925,577.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 28,925,577.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20060113004 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0006(510) for constructing the Additional Lanes (Pavement, Partial Grade and Drainage) on SR-6 (US-82) from the Mississippi state line to CR-75 north of Ethelsville. Length 6.515 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 8,161,784.53 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 9,455,287.68 115.8483% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060113004 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C002 647.000 SQYD| 10.50000 6793.50| 5.00000 3235.00| Removing Concrete Slope Paving | | | 0020 206D000 893.000 LF | 14.00000 12502.00| 7.00000 6251.00| Removing Pipe | | | 0030 206D002 332.000 LF | 6.00000 1992.00| 5.00000 1660.00| Removing Curb | | | 0040 206E000 32.000 EACH| 200.00000 6400.00| 200.00000 6400.00| Removing Headwalls | | | 0050 206E001 3.000 EACH| 500.00000 1500.00| 660.00000 1980.00| Removing Inlets | | | 0060 210A000 20653.000 CUYD| 2.30000 47501.90| 5.90000 121852.70| Unclassified Excavation | | | 0070 210D011 14072.000 CUYD| 5.75000 80914.00| 7.45000 104836.40| Borrow Excavation (A-4 Or Better) | | | 0080 214A000 252.000 CUYD| 10.00000 2520.00| 7.50000 1890.00| Structure Excavation | | | 0090 214B001 94.000 CUYD| 35.00000 3290.00| 40.00000 3760.00| Foundation Backfill, Commercial | | | 0100 230A000 346.000 RBST| 380.00000 131480.00| 535.00000 185110.00| Roadbed Processing | | | 0110 301A004 44511.000 SQYD| 5.15000 229231.65| 6.60000 293772.60| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0120 301A012 157917.000 SQYD| 6.92000 1092785.64| 9.90000 1563378.30| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 305B060 40.000 TON | 25.00000 1000.00| 40.00000 1600.00| Crushed Aggregate, Section 825, 1"DOWN | | | FOR MISCELLANEOUS USE | | | 0140 327E000 21771.000 TON | 42.00000 914382.00| 46.05000 1002554.55| Permeable Asphalt Treated Base | | | 0150 401A000 60333.000 SQYD| 0.46000 27753.18| 0.51000 30769.83| Bituminous Treatment A | | | 0160 401A043 93844.000 SQYD| 1.30000 121997.20| 1.26000 118243.44| Bituminous Treatment AE | | | 0170 405A000 14118.000 GAL | 1.50000 21177.00| 1.25000 17647.50| Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060113004 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 410B000 1.000 EACH| 2500.00000 2500.00| 7500.00000 7500.00| State Furnished Profilograph | | | 0190 410H000 1.000 EACH| 60000.00000 60000.00| 115000.00000 115000.00| Material Remixing Device | | | 0200 424A276 3879.000 TON | 56.97000 220986.63| 64.12000 248721.48| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424A278 500.000 TON | 56.97000 28485.00| 64.66000 32330.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424A279 148.000 TON | 79.00000 11692.00| 71.25000 10545.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424A280 7149.000 TON | 52.81000 377538.69| 64.81000 463326.69| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0240 424A360 1953.000 TON | 53.37000 104231.61| 59.43000 116066.79| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424A363 500.000 TON | 75.00000 37500.00| 95.00000 47500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0260 424A366 500.000 TON | 53.37000 26685.00| 57.00000 28500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424A369 439.000 TON | 75.00000 32925.00| 69.25000 30400.75| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B281 14982.000 TON | 48.10000 720634.20| 56.40000 844984.80| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060113004 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424B292 1256.000 TON | 54.50000 68452.00| 60.65000 76176.40| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0300 424B581 370.000 TON | 45.00000 16650.00| 62.00000 22940.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0310 424B651 3962.000 TON | 45.34000 179637.08| 51.95000 205825.90| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0320 424B662 930.000 TON | 54.50000 50685.00| 60.75000 56497.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0330 424C280 16825.000 TON | 44.20000 743665.00| 49.84000 838558.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0340 424C360 4843.000 TON | 45.20000 218903.60| 52.38000 253676.34| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0350 424C370 1875.000 TON | 52.00000 97500.00| 63.30000 118687.50| Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0360 428C000 66500.000 LF | 0.08000 5320.00| 0.05000 3325.00| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 530A001 200.000 LF | 36.00000 7200.00| 60.00000 12000.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0380 530A102 8.000 LF | 50.00000 400.00| 70.00000 560.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0390 530C002 82.000 LF | 350.00000 28700.00| 155.00000 12710.00| 24" Roadway Pipe, Jacked Installation | | | (Smooth Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060113004 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 535A085 52.000 LF | 55.00000 2860.00| 69.70000 3624.40| 24" Side Drain Pipe (Class 3 R.C.) | | | 0410 600A000 LUMP| 447000.00000 447000.00| 510000.00000 510000.00| Mobilization | | | 0420 601A000 1.000 EACH| 7500.00000 7500.00| 12400.00000 12400.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0430 603A002 1.000 EACH| 15000.00000 15000.00| 20000.00000 20000.00| Furnishing Type 3 Field Office | | | 0440 605A002 66500.000 LF | 4.20000 279300.00| 3.95000 262675.00| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0450 605B000 168.000 EACH| 312.00000 52416.00| 295.00000 49560.00| Special Underdrain Outlet, Type A | | | 0460 606A000 3000.000 LF | 6.00000 18000.00| 22.40000 67200.00| 6" Underdrain Pipe | | | 0470 610C001 194.000 TON | 40.00000 7760.00| 40.00000 7760.00| Loose Riprap, Class 2 | | | 0480 610D000 154.000 SQYD| 1.25000 192.50| 6.50000 1001.00| Filter Blanket | | | 0490 614A000 665.000 CUYD| 225.00000 149625.00| 215.25000 143141.25| Slope Paving | | | 0500 619A002 3.000 EACH| 830.00000 2490.00| 922.50000 2767.50| 18" Roadway Pipe End Treatment, Class 1 | | | 0510 619A003 1.000 EACH| 900.00000 900.00| 1100.00000 1100.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0520 619A055 1.000 EACH| 2600.00000 2600.00| 3200.00000 3200.00| 36" Roadway Pipe End Treatment, Class 2 | | | 0530 619A102 2.000 EACH| 900.00000 1800.00| 1100.00000 2200.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0540 620A000 3.000 CUYD| 750.00000 2250.00| 768.75000 2306.25| Minor Structure Concrete | | | 0550 621A000 2.000 EACH| 2500.00000 5000.00| 2565.00000 5130.00| Junction Boxes, Type 1, 1P Or 5 | | | 0560 621C020 6.000 EACH| 3000.00000 18000.00| 3075.00000 18450.00| Inlets, Type Y | | | 0570 621D019 7.000 EACH| 550.00000 3850.00| 565.00000 3955.00| Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060113004 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0580 630A001 7500.000 LF | 13.50000 101250.00| 13.85000 103875.00| Steel Beam Guardrail, Class A, Type 2 | | | 0590 630C001 18.000 EACH| 750.00000 13500.00| 768.75000 13837.50| Guardrail End Anchor, Type 8 | | | 0600 630C050 18.000 EACH| 1900.00000 34200.00| 1947.50000 35055.00| Guardrail End Anchor, Type 20 Series | | | 0610 650A000 26947.000 CUYD| 7.25000 195365.75| 7.35000 198060.45| Topsoil | | | 0620 652A100 88.000 ACRE| 600.00000 52800.00| 615.00000 54120.00| Seeding | | | 0630 652C000 51.000 ACRE| 65.00000 3315.00| 66.50000 3391.50| Mowing | | | 0640 654A001 1678.000 SQYD| 4.50000 7551.00| 4.60000 7718.80| Solid Sodding (Bermuda) | | | 0650 656A010 88.000 ACRE| 450.00000 39600.00| 461.25000 40590.00| Mulching | | | 0660 659A000 7500.000 SQYD| 1.50000 11250.00| 1.55000 11625.00| Erosion Control Netting, Class A | | | 0670 665A000 40.000 ACRE| 400.00000 16000.00| 410.00000 16400.00| Temporary Seeding | | | 0680 665B000 40.000 ACRE| 400.00000 16000.00| 410.00000 16400.00| Temporary Mulching | | | 0690 665I000 60.000 TON | 42.00000 2520.00| 59.50000 3570.00| Temporary Riprap, Class 2 | | | 0700 665J000 33118.000 LF | 2.85000 94386.30| 4.10000 135783.80| Silt Fence, Type A | | | 0710 665L000 50.000 LF | 10.50000 525.00| 15.40000 770.00| Floating Basin Boom | | | 0720 665O001 33118.000 LF | 1.50000 49677.00| 2.05000 67891.90| Silt Fence Removal | | | 0730 665P001 62.000 EACH| 375.00000 23250.00| 410.00000 25420.00| Inlet Protection Device | | | 0740 665Q001 5280.000 LF | 5.50000 29040.00| 6.15000 32472.00| 20 Inch Wattle | | | 0750 666A001 51.000 ACRE| 0.00000 0.00| 50.00000 2550.00| Pest Control Treatment | | | 0760 680A000 LUMP| 266000.00000 266000.00| 250000.00000 250000.00| Engineering Controls | | | 0770 701A028 14.000 MILE| 1725.00000 24150.00| 1786.00000 25004.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060113004 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0780 701A032 13.000 MILE| 1725.00000 22425.00| 1786.00000 23218.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0790 701A041 13.000 MILE| 1050.00000 13650.00| 1090.00000 14170.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0800 701B009 7600.000 LF | 1.25000 9500.00| 1.29000 9804.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0810 701C000 7.000 MILE| 650.00000 4550.00| 673.00000 4711.00| Broken Temporary Traffic Stripe | | | 0820 701C001 13.000 MILE| 720.00000 9360.00| 745.50000 9691.50| Solid Temporary Traffic Stripe | | | 0830 703A002 3380.000 SQFT| 3.25000 10985.00| 3.37000 11390.60| Traffic Control Markings, Class 2, Type | | | A | | | 0840 703B002 941.000 SQFT| 3.85000 3622.85| 4.00000 3764.00| Traffic Control Legends, Class 2, Type | | | 0850 705A030 373.000 EACH| 5.50000 2051.50| 5.70000 2126.10| Pavement Markers, Class A-H, Type 2-C | | | 0860 705A031 1031.000 EACH| 5.50000 5670.50| 5.70000 5876.70| Pavement Markers, Class A-H, Type 1-A | | | 0870 705A032 325.000 EACH| 5.50000 1787.50| 5.70000 1852.50| Pavement Markers, Class A-H, Type 1-B | | | 0880 705A037 14.000 EACH| 5.50000 77.00| 5.70000 79.80| Pavement Markers, Class A-H, Type 2-D | | | 0890 705A038 92.000 EACH| 5.50000 506.00| 5.70000 524.40| Pavement Markers, Class A-H, Type 2-E | | | 0900 707B003 1.000 EACH| 120.00000 120.00| 130.00000 130.00| Type A Hazard Marker Installation | | | 0910 709A000 6.000 EACH| 90.00000 540.00| 200.00000 1200.00| Milepost, Type A | | | 0920 709B000 6.000 EACH| 240.00000 1440.00| 260.00000 1560.00| Milepost Reset | | | 0930 710A115 332.000 SQFT| 14.50000 4814.00| 15.75000 5229.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0940 710A126 273.000 SQFT| 15.75000 4299.75| 17.12000 4673.76| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20060113004 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 710B001 1120.000 LF | 7.25000 8120.00| 7.88000 8825.60| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0960 740B000 1037.000 SQFT| 8.00000 8296.00| 8.70000 9021.90| Construction Signs | | | 0970 740D000 1340.000 EACH| 67.50000 90450.00| 90.00000 120600.00| Channelizing Drums | | | 0980 740E000 50.000 EACH| 1.00000 50.00| 15.00000 750.00| Cones (36 Inches High) | | | 0990 740F002 18.000 EACH| 185.00000 3330.00| 250.00000 4500.00| Barricades, Type III | | | 1000 740I005 9.000 EACH| 495.00000 4455.00| 540.00000 4860.00| Warning Lights, Type B (Detachable Head | | | 1010 740M001 50.000 EACH| 1.00000 50.00| 15.00000 750.00| Ballast For Cone | | | 1020 741C010 2.000 EACH| 2500.00000 5000.00| 5500.00000 11000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1030 742A001 2.000 EACH| 2500.00000 5000.00| 11000.00000 22000.00| Portable Changeable Message Sign, Type | | | 1040 998A000 LUMP| 200000.00000 200000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 590,000.00) | | | 1050 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 8,161,784.53| $ 9,455,287.68| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,161,784.53| $ 9,455,287.68| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 CONTRACT TIME : 260 Working Days (available days) CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : EBF-0009(501) for constructing the Additional Lanes (Grade, Drainage and BR-0009(515) Pavement) on SR-9 (US-331) from LeGrand to one mile south of Pleasant Grove Road. Length 2.746 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 8,212,002.75 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 8,517,479.68 103.7199% 3 20050 TOMLIN CONSTRUCTION, LLC $ 9,267,734.62 112.8560% 4 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 11,077,181.23 134.8901% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 20050 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 76000.00000 76000.00| 76000.00000 76000.00| 75377.78000 75377.78 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approx. | | | 19 Acres) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 77968.89000 77968.89 Removal Of Old Bridge, Station 792+97 | | | 0030 206A001 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 83622.22000 83622.22 Removal Of Old Bridge, Station 797+71 | | | 0040 206B000 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 75377.78000 75377.78 Removal Of Old Box Culvert, Station | | | 822+00 | | | 0050 206D000 873.000 LF | 10.00000 8730.00| 3.00000 2619.00| 16.25000 14186.25 Removing Pipe | | | 0060 206D001 1415.000 LF | 3.50000 4952.50| 1.50000 2122.50| 4.71000 6664.65 Removing Guardrail | | | 0070 206E000 14.000 EACH| 145.00000 2030.00| 125.00000 1750.00| 471.11000 6595.54 Removing Headwalls | | | 0080 206E008 12.000 EACH| 250.00000 3000.00| 150.00000 1800.00| 412.22000 4946.64 Removing Guardrail End Anchor (All Type | | | 0090 210A000 88661.000 CUYD| 2.55000 226085.55| 5.25000 465470.25| 3.82000 338685.02 Unclassified Excavation | | | 0100 210D000 154089.000 CUYD| 3.62000 557802.18| 5.25000 808967.25| 3.96000 610192.44 Borrow Excavation | | | 0110 210F001 6896.000 TON | 27.00000 186192.00| 17.85000 123093.60| 23.56000 162469.76 Borrow Excavation (Underwater | | | Embankment) | | | 0120 214A000 4330.000 CUYD| 5.00000 21650.00| 4.25000 18402.50| 10.60000 45898.00 Structure Excavation | | | 0130 214B001 2038.000 CUYD| 42.50000 86615.00| 30.40000 61955.20| 23.56000 48015.28 Foundation Backfill, Commercial | | | 0140 230A000 25.000 RBST| 250.00000 6250.00| 400.00000 10000.00| 883.33000 22083.25 Roadbed Processing | | | 0150 232A009 121208.000 SQYD| 1.65000 199993.20| 1.98000 239991.84| 1.92000 232719.36 Lime Stabilization, Class 1, 12 Inches | | | Thick | | | 0160 232B000 3808.000 TON | 123.50000 470288.00| 74.50000 283696.00| 146.46000 557719.68 Lime | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 20050 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A025 118312.000 SQYD| 7.68000 908636.16| 6.86000 811620.32| 8.15000 964242.80 Crushed Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0180 401A000 118312.000 SQYD| 0.35000 41409.20| 0.35000 41409.20| 0.35000 41409.20 Bituminous Treatment A | | | 0190 401A004 25526.000 SQYD| 1.56000 39820.56| 1.56000 39820.56| 1.45000 37012.70 Bituminous Treatment E | | | 0200 405A000 13024.000 GAL | 0.80000 10419.20| 0.80000 10419.20| 0.80000 10419.20 Tack Coat | | | 0210 408A052 64726.000 SQYD| 1.50000 97089.00| 1.50000 97089.00| 1.50000 97089.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0220 410C000 1.000 EACH| 7500.00000 7500.00| 7500.00000 7500.00| 7500.00000 7500.00 Contractor Retained Profilograph | | | 0230 410H000 1.000 EACH| 22000.00000 22000.00| 22000.00000 22000.00| 2200.00000 2200.00 Material Remixing Device | | | 0240 424A356 3487.000 TON | 44.00000 153428.00| 44.00000 153428.00| 44.00000 153428.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424A360 11527.000 TON | 40.10000 462232.70| 40.10000 462232.70| 40.10000 462232.70 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0260 424B651 20335.000 TON | 35.30000 717825.50| 35.30000 717825.50| 35.30000 717825.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424B655 1500.000 TON | 75.00000 112500.00| 75.00000 112500.00| 75.00000 112500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B681 20477.000 TON | 34.30000 702361.10| 34.30000 702361.10| 34.30000 702361.10 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0290 424B689 4528.000 TON | 41.00000 185648.00| 41.00000 185648.00| 41.00000 185648.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 20050 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 428C000 49864.000 LF | 0.20000 9972.80| 0.13000 6482.32| 0.20000 9972.80 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0310 430B040 1750.000 TON | 24.00000 42000.00| 8.00000 14000.00| 30.00000 52500.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0320 502A000 243549.000 LB | 0.85000 207016.65| 0.72000 175355.28| 0.85000 207016.65 Steel Reinforcement | | | 0330 524A011 1076.000 CUYD| 442.50000 476130.00| 445.00000 478820.00| 442.50000 476130.00 Culvert Concrete (Cast In Place) | | | 0340 524B011 385.000 CUYD| 550.00000 211750.00| 640.00000 246400.00| 550.00000 211750.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0350 530A000 21.000 LF | 50.00000 1050.00| 30.00000 630.00| 22.65000 475.65 15" Roadway Pipe (Class 3 R.C.) | | | 0360 530A001 2032.000 LF | 36.73000 74635.36| 28.50000 57912.00| 29.30000 59537.60 18" Roadway Pipe (Class 3 R.C.) | | | 0370 530A002 64.000 LF | 57.00000 3648.00| 41.25000 2640.00| 46.10000 2950.40 24" Roadway Pipe (Class 3 R.C.) | | | 0380 530A100 13.000 LF | 50.00000 650.00| 30.00000 390.00| 22.65000 294.45 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0390 530A800 10.000 LF | 54.00000 540.00| 50.00000 500.00| 27.96000 279.60 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0400 530B000 85.000 LF | 46.00000 3910.00| 38.00000 3230.00| 38.31000 3256.35 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0410 530B001 124.000 LF | 51.00000 6324.00| 41.00000 5084.00| 46.17000 5725.08 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0420 535A001 758.000 LF | 29.07000 22035.06| 23.50000 17813.00| 18.49000 14015.42 18" Side Drain Pipe | | | 0430 535A002 415.000 LF | 34.53000 14329.95| 26.50000 10997.50| 24.54000 10184.10 24" Side Drain Pipe | | | 0440 535A003 67.000 LF | 54.00000 3618.00| 42.00000 2814.00| 37.50000 2512.50 30" Side Drain Pipe | | | 0450 535A004 154.000 LF | 55.58000 8559.32| 51.00000 7854.00| 44.88000 6911.52 36" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 20050 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 535B011 38.000 LF | 45.00000 1710.00| 30.00000 1140.00| 19.64000 746.32 22" Span, 14" Rise Side Drain Pipe | | | 0470 600A000 LUMP| 492209.00000 492209.00| 400000.00000 400000.00| 583000.00000 583000.00 Mobilization | | | 0480 606A000 500.000 LF | 8.00000 4000.00| 16.00000 8000.00| 13.90000 6950.00 6" Underdrain Pipe | | | 0490 610C001 6065.000 TON | 30.66000 185952.90| 24.45000 148289.25| 35.33000 214276.45 Loose Riprap, Class 2 | | | 0500 610D003 5928.000 SQYD| 2.50000 14820.00| 2.30000 13634.40| 2.74000 16242.72 Filter Blanket, Geotextile | | | 0510 614A000 2088.000 CUYD| 210.00000 438480.00| 140.00000 292320.00| 210.00000 438480.00 Slope Paving | | | 0520 619A001 2.000 EACH| 475.00000 950.00| 450.00000 900.00| 475.00000 950.00 15" Roadway Pipe End Treatment, Class 1 | | | 0530 619A002 16.000 EACH| 550.00000 8800.00| 475.00000 7600.00| 550.00000 8800.00 18" Roadway Pipe End Treatment, Class 1 | | | 0540 619A003 2.000 EACH| 600.00000 1200.00| 500.00000 1000.00| 600.00000 1200.00 24" Roadway Pipe End Treatment, Class 1 | | | 0550 619A101 30.000 EACH| 550.00000 16500.00| 450.00000 13500.00| 550.77000 16523.10 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A102 10.000 EACH| 600.00000 6000.00| 475.00000 4750.00| 700.99000 7009.90 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619A128 2.000 EACH| 1300.00000 2600.00| 1500.00000 3000.00| 1300.00000 2600.00 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0580 619A129 4.000 EACH| 1700.00000 6800.00| 1730.00000 6920.00| 1705.85000 6823.40 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0590 619B016 1.000 EACH| 500.00000 500.00| 450.00000 450.00| 510.73000 510.73 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0600 619B116 2.000 EACH| 500.00000 1000.00| 450.00000 900.00| 510.73000 1021.46 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0610 620A000 1.000 CUYD| 1000.00000 1000.00| 600.00000 600.00| 1177.78000 1177.78 Minor Structure Concrete | | | 0620 621A000 4.000 EACH| 1750.00000 7000.00| 2200.00000 8800.00| 1750.00000 7000.00 Junction Boxes, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 20050 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 621C020 14.000 EACH| 1650.00000 23100.00| 1700.00000 23800.00| 1650.00000 23100.00 Inlets, Type Y | | | 0640 621C132 9.000 EACH| 2475.00000 22275.00| 2100.00000 18900.00| 2475.00000 22275.00 Inlets, Type Y (Modified) | | | 0650 621D019 13.000 EACH| 475.00000 6175.00| 475.00000 6175.00| 475.00000 6175.00 Inlet Units, Type Y | | | 0660 629A004 120.000 LF | 175.00000 21000.00| 235.00000 28200.00| 42.40000 5088.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0670 630A001 1650.000 LF | 17.50000 28875.00| 17.50000 28875.00| 17.68000 29172.00 Steel Beam Guardrail, Class A, Type 2 | | | 0680 630C001 3.000 EACH| 1000.00000 3000.00| 1000.00000 3000.00| 1010.10000 3030.30 Guardrail End Anchor, Type 8 | | | 0690 630C003 7.000 EACH| 1175.00000 8225.00| 1175.00000 8225.00| 1186.87000 8308.09 Guardrail End Anchor, Type 13 | | | 0700 630C050 16.000 EACH| 1875.00000 30000.00| 1875.00000 30000.00| 1893.94000 30303.04 Guardrail End Anchor, Type 20 Series | | | 0710 650B000 15536.000 CUYD| 3.00000 46608.00| 8.25000 128172.00| 5.13000 79699.68 Topsoil From Stockpiles | | | 0720 652A100 41.000 ACRE| 420.00000 17220.00| 600.00000 24600.00| 606.06000 24848.46 Seeding | | | 0730 652C000 62.000 ACRE| 30.00000 1860.00| 30.00000 1860.00| 65.66000 4070.92 Mowing | | | 0740 654A001 5549.000 SQYD| 2.75000 15259.75| 1.50000 8323.50| 3.54000 19643.46 Solid Sodding (Bermuda) | | | 0750 656A010 41.000 ACRE| 350.00000 14350.00| 555.00000 22755.00| 454.55000 18636.55 Mulching | | | 0760 659A001 7696.000 SQYD| 1.40000 10774.40| 0.50000 3848.00| 2.20000 16931.20 Erosion Control Netting, Class B | | | 0770 659A003 2564.000 SQYD| 3.60000 9230.40| 1.50000 3846.00| 3.90000 9999.60 Erosion Control Netting, Class C2 | | | 0780 665A000 3.000 ACRE| 600.00000 1800.00| 1200.00000 3600.00| 400.00000 1200.00 Temporary Seeding | | | 0790 665B000 3.000 ACRE| 600.00000 1800.00| 1200.00000 3600.00| 400.00000 1200.00 Temporary Mulching | | | 0800 665C000 373.000 LF | 28.00000 10444.00| 17.00000 6341.00| 15.69000 5852.37 15" Temporary Pipe | | | 0810 665C001 115.000 LF | 30.00000 3450.00| 19.00000 2185.00| 18.67000 2147.05 18" Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 20050 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 665I000 441.000 TON | 36.00000 15876.00| 24.45000 10782.45| 40.04000 17657.64 Temporary Riprap, Class 2 | | | 0830 665J000 11319.000 LF | 1.25000 14148.75| 2.95000 33391.05| 3.78000 42785.82 Silt Fence, Type A | | | 0840 665K000 756.000 CUYD| 5.00000 3780.00| 5.00000 3780.00| 9.42000 7121.52 Drainage Sump Excavation | | | 0850 665L000 400.000 LF | 15.00000 6000.00| 10.50000 4200.00| 11.24000 4496.00 Floating Basin Boom | | | 0860 665O001 11319.000 LF | 0.50000 5659.50| 0.50000 5659.50| 1.77000 20034.63 Silt Fence Removal | | | 0870 665Q001 4140.000 LF | 8.00000 33120.00| 5.50000 22770.00| 7.20000 29808.00 20 Inch Wattle | | | 0880 666A001 41.000 ACRE| 10.00000 410.00| 0.01000 0.41| 117.78000 4828.98 Pest Control Treatment | | | 0890 672B000 410.000 LB | 10.00000 4100.00| 12.50000 5125.00| 10.16000 4165.60 Flocculant Powder | | | 0900 672C000 22.000 EACH| 100.00000 2200.00| 150.00000 3300.00| 126.26000 2777.72 Flocculant Log | | | 0910 680A000 LUMP| 3331.00000 3331.00| 135000.00000 135000.00| 159000.00000 159000.00 Engineering Controls | | | 0920 701A028 7.000 MILE| 1725.00000 12075.00| 1725.00000 12075.00| 1846.97000 12928.79 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0930 701A041 5.000 MILE| 1000.00000 5000.00| 1000.00000 5000.00| 1070.71000 5353.55 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0940 701A048 6.000 MILE| 1995.00000 11970.00| 1995.00000 11970.00| 2136.06000 12816.36 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0950 701B009 13859.000 LF | 1.25000 17323.75| 1.25000 17323.75| 1.34000 18571.06 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0960 701C000 10.000 MILE| 620.00000 6200.00| 620.00000 6200.00| 663.84000 6638.40 Broken Temporary Traffic Stripe | | | 0970 701C001 41.000 MILE| 690.00000 28290.00| 690.00000 28290.00| 738.79000 30290.39 Solid Temporary Traffic Stripe | | | 0980 701C006 1.000 MILE| 8500.00000 8500.00| 8500.00000 8500.00| 9101.01000 9101.01 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 20050 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 701D005 3.000 MILE| 2000.00000 6000.00| 2000.00000 6000.00| 2141.41000 6424.23 Solid Traffic Stripe Removed | | | 1000 701D007 3.000 MILE| 1750.00000 5250.00| 1750.00000 5250.00| 1873.74000 5621.22 Solid Traffic Stripe Removed (Paint) | | | 1010 701D008 3.000 MILE| 1850.00000 5550.00| 1850.00000 5550.00| 1980.81000 5942.43 Solid Traffic Stripe Removed (Plastic) | | | 1020 701D009 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2141.41000 2141.41 Solid Traffic Stripe Removed (Tape) | | | 1030 701D015 3.000 MILE| 1600.00000 4800.00| 1600.00000 4800.00| 1713.13000 5139.39 Broken Traffic Stripe Removed (Plastic) | | | 1040 701G027 678.000 LF | 1.00000 678.00| 1.00000 678.00| 1.07000 725.46 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1050 703A002 1680.000 SQFT| 3.50000 5880.00| 3.50000 5880.00| 3.75000 6300.00 Traffic Control Markings, Class 2, Type | | | A | | | 1060 703B002 718.000 SQFT| 3.85000 2764.30| 3.85000 2764.30| 4.12000 2958.16 Traffic Control Legends, Class 2, Type | | | 1070 703C001 72.000 SQFT| 5.00000 360.00| 5.00000 360.00| 5.35000 385.20 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1080 703D001 3108.000 SQFT| 1.50000 4662.00| 1.50000 4662.00| 1.61000 5003.88 Temporary Traffic Control Markings | | | 1090 703E001 718.000 SQFT| 1.50000 1077.00| 1.50000 1077.00| 1.61000 1155.98 Temporary Traffic Control Legends | | | 1100 705A011 756.000 EACH| 5.50000 4158.00| 5.50000 4158.00| 5.89000 4452.84 Pavement Markers, Class C, Type 1-A | | | 1110 705A012 529.000 EACH| 5.50000 2909.50| 5.50000 2909.50| 5.89000 3115.81 Pavement Markers, Class C, Type 1-B | | | 1120 705A022 133.000 EACH| 5.50000 731.50| 5.50000 731.50| 5.89000 783.37 Pavement Markers, Class C, Type 2-C | | | 1130 705A023 583.000 EACH| 5.50000 3206.50| 5.50000 3206.50| 5.89000 3433.87 Pavement Markers, Class C, Type 2-D | | | 1140 705A024 133.000 EACH| 5.50000 731.50| 5.50000 731.50| 5.89000 783.37 Pavement Markers, Class C, Type 2-E | | | 1150 705A030 67.000 EACH| 5.00000 335.00| 5.00000 335.00| 5.35000 358.45 Pavement Markers, Class A-H, Type 2-C | | | 1160 705A031 945.000 EACH| 5.00000 4725.00| 5.00000 4725.00| 5.35000 5055.75 Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 20050 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 705A032 191.000 EACH| 5.00000 955.00| 5.00000 955.00| 5.35000 1021.85 Pavement Markers, Class A-H, Type 1-B | | | 1180 705A037 1058.000 EACH| 5.00000 5290.00| 5.00000 5290.00| 5.35000 5660.30 Pavement Markers, Class A-H, Type 2-D | | | 1190 705A038 64.000 EACH| 5.00000 320.00| 5.00000 320.00| 5.35000 342.40 Pavement Markers, Class A-H, Type 2-E | | | 1200 707B003 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 113.49000 113.49 Type A Hazard Marker Installation | | | 1210 707B009 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 113.49000 113.49 Type A Hazard Marker Installation | | | (Temporary) | | | 1220 710A115 207.000 SQFT| 15.00000 3105.00| 15.00000 3105.00| 16.46000 3407.22 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1230 710A126 116.000 SQFT| 18.00000 2088.00| 18.00000 2088.00| 17.59000 2040.44 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 1240 710B001 616.000 LF | 5.50000 3388.00| 5.50000 3388.00| 8.51000 5242.16 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1250 730A000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 5300.00000 5300.00 Removal Of Existing Traffic Control | | | Unit ( US 331 at CR 24) | | | 1260 740B000 1529.000 SQFT| 8.00000 12232.00| 7.25000 11085.25| 9.08000 13883.32 Construction Signs | | | 1270 740D000 290.000 EACH| 48.00000 13920.00| 49.00000 14210.00| 65.83000 19090.70 Channelizing Drums | | | 1280 740E000 350.000 EACH| 0.01000 3.50| 20.00000 7000.00| 10.60000 3710.00 Cones (36 Inches High) | | | 1290 740F002 20.000 EACH| 275.00000 5500.00| 185.00000 3700.00| 209.97000 4199.40 Barricades, Type III | | | 1300 740I005 12.000 EACH| 200.00000 2400.00| 450.00000 5400.00| 628.76000 7545.12 Warning Lights, Type B (Detachable Head | | | 1310 740L005 240.000 EACH| 80.00000 19200.00| 70.00000 16800.00| 54.48000 13075.20 Vertical Panel, Type I (Double-Sided) | | | 1320 740M001 350.000 EACH| 0.01000 3.50| 10.00000 3500.00| 0.01000 3.50 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14007 |( 2 ) 14001 |( 3 ) 20050 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 741C010 2.000 EACH| 3500.00000 7000.00| 3500.00000 7000.00| 4766.79000 9533.58 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1340 742A001 2.000 EACH| 12500.00000 25000.00| 13500.00000 27000.00| 14300.36000 28600.72 Portable Changeable Message Sign, Type | | | 1350 998A000 LUMP| 0.01000 0.01| 255000.00000 255000.00| 150000.00000 150000.00 Construction Fuel (Maximum Bid Limited | | | To $ 650,000) | | | 1360 999 000 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 8,212,002.75| $ 8,517,479.68| $ 9,267,734.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,212,002.75| $ 8,517,479.68| $ 9,267,734.62 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 76000.00000 76000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approx. | | | 19 Acres) | | | 0020 206A000 LUMP| 17000.00000 17000.00| | Removal Of Old Bridge, Station 792+97 | | | 0030 206A001 LUMP| 17000.00000 17000.00| | Removal Of Old Bridge, Station 797+71 | | | 0040 206B000 LUMP| 15000.00000 15000.00| | Removal Of Old Box Culvert, Station | | | 822+00 | | | 0050 206D000 873.000 LF | 4.70000 4103.10| | Removing Pipe | | | 0060 206D001 1415.000 LF | 3.29000 4655.35| | Removing Guardrail | | | 0070 206E000 14.000 EACH| 235.00000 3290.00| | Removing Headwalls | | | 0080 206E008 12.000 EACH| 235.00000 2820.00| | Removing Guardrail End Anchor (All Type | | | 0090 210A000 88661.000 CUYD| 2.59000 229631.99| | Unclassified Excavation | | | 0100 210D000 154089.000 CUYD| 6.99000 1077082.11| | Borrow Excavation | | | 0110 210F001 6896.000 TON | 20.68000 142609.28| | Borrow Excavation (Underwater | | | Embankment) | | | 0120 214A000 4330.000 CUYD| 4.70000 20351.00| | Structure Excavation | | | 0130 214B001 2038.000 CUYD| 39.27000 80032.26| | Foundation Backfill, Commercial | | | 0140 230A000 25.000 RBST| 258.50000 6462.50| | Roadbed Processing | | | 0150 232A009 121208.000 SQYD| 1.57000 190296.56| | Lime Stabilization, Class 1, 12 Inches | | | Thick | | | 0160 232B000 3808.000 TON | 117.35000 446868.80| | Lime | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -12 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A025 118312.000 SQYD| 7.35000 869593.20| | Crushed Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0180 401A000 118312.000 SQYD| 0.35000 41409.20| | Bituminous Treatment A | | | 0190 401A004 25526.000 SQYD| 1.40000 35736.40| | Bituminous Treatment E | | | 0200 405A000 13024.000 GAL | 0.50000 6512.00| | Tack Coat | | | 0210 408A052 64726.000 SQYD| 0.80000 51780.80| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0220 410C000 1.000 EACH| 8500.00000 8500.00| | Contractor Retained Profilograph | | | 0230 410H000 1.000 EACH| 25000.00000 25000.00| | Material Remixing Device | | | 0240 424A356 3487.000 TON | 46.00000 160402.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424A360 11527.000 TON | 46.79000 539348.33| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0260 424B651 20335.000 TON | 39.00000 793065.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 424B655 1500.000 TON | 45.00000 67500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B681 20477.000 TON | 39.00000 798603.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0290 424B689 4528.000 TON | 45.00000 203760.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -13 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 428C000 49864.000 LF | 0.10000 4986.40| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0310 430B040 1750.000 TON | 23.50000 41125.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0320 502A000 243549.000 LB | 0.80000 194839.20| | Steel Reinforcement | | | 0330 524A011 1076.000 CUYD| 415.95000 447562.20| | Culvert Concrete (Cast In Place) | | | 0340 524B011 385.000 CUYD| 517.00000 199045.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0350 530A000 21.000 LF | 47.00000 987.00| | 15" Roadway Pipe (Class 3 R.C.) | | | 0360 530A001 2032.000 LF | 25.38000 51572.16| | 18" Roadway Pipe (Class 3 R.C.) | | | 0370 530A002 64.000 LF | 47.00000 3008.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0380 530A100 13.000 LF | 94.00000 1222.00| | 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0390 530A800 10.000 LF | 94.00000 940.00| | 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0400 530B000 85.000 LF | 70.50000 5992.50| | 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0410 530B001 124.000 LF | 50.76000 6294.24| | 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0420 535A001 758.000 LF | 32.90000 24938.20| | 18" Side Drain Pipe | | | 0430 535A002 415.000 LF | 39.48000 16384.20| | 24" Side Drain Pipe | | | 0440 535A003 67.000 LF | 51.70000 3463.90| | 30" Side Drain Pipe | | | 0450 535A004 154.000 LF | 61.57000 9481.78| | 36" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -14 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 535B011 38.000 LF | 70.50000 2679.00| | 22" Span, 14" Rise Side Drain Pipe | | | 0470 600A000 LUMP| 670000.00000 670000.00| | Mobilization | | | 0480 606A000 500.000 LF | 14.10000 7050.00| | 6" Underdrain Pipe | | | 0490 610C001 6065.000 TON | 24.44000 148228.60| | Loose Riprap, Class 2 | | | 0500 610D003 5928.000 SQYD| 2.82000 16716.96| | Filter Blanket, Geotextile | | | 0510 614A000 2088.000 CUYD| 197.40000 412171.20| | Slope Paving | | | 0520 619A001 2.000 EACH| 446.50000 893.00| | 15" Roadway Pipe End Treatment, Class 1 | | | 0530 619A002 16.000 EACH| 517.00000 8272.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0540 619A003 2.000 EACH| 564.00000 1128.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0550 619A101 30.000 EACH| 517.00000 15510.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A102 10.000 EACH| 564.00000 5640.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0570 619A128 2.000 EACH| 1222.00000 2444.00| | 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0580 619A129 4.000 EACH| 1598.00000 6392.00| | 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0590 619B016 1.000 EACH| 470.00000 470.00| | 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0600 619B116 2.000 EACH| 470.00000 940.00| | 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0610 620A000 1.000 CUYD| 940.00000 940.00| | Minor Structure Concrete | | | 0620 621A000 4.000 EACH| 1645.00000 6580.00| | Junction Boxes, Type 1, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -15 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 621C020 14.000 EACH| 1551.00000 21714.00| | Inlets, Type Y | | | 0640 621C132 9.000 EACH| 2326.50000 20938.50| | Inlets, Type Y (Modified) | | | 0650 621D019 13.000 EACH| 446.50000 5804.50| | Inlet Units, Type Y | | | 0660 629A004 120.000 LF | 164.50000 19740.00| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0670 630A001 1650.000 LF | 16.45000 27142.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0680 630C001 3.000 EACH| 940.00000 2820.00| | Guardrail End Anchor, Type 8 | | | 0690 630C003 7.000 EACH| 1104.50000 7731.50| | Guardrail End Anchor, Type 13 | | | 0700 630C050 16.000 EACH| 1762.50000 28200.00| | Guardrail End Anchor, Type 20 Series | | | 0710 650B000 15536.000 CUYD| 2.35000 36509.60| | Topsoil From Stockpiles | | | 0720 652A100 41.000 ACRE| 394.80000 16186.80| | Seeding | | | 0730 652C000 62.000 ACRE| 28.20000 1748.40| | Mowing | | | 0740 654A001 5549.000 SQYD| 2.59000 14371.91| | Solid Sodding (Bermuda) | | | 0750 656A010 41.000 ACRE| 329.00000 13489.00| | Mulching | | | 0760 659A001 7696.000 SQYD| 1.32000 10158.72| | Erosion Control Netting, Class B | | | 0770 659A003 2564.000 SQYD| 3.38000 8666.32| | Erosion Control Netting, Class C2 | | | 0780 665A000 3.000 ACRE| 564.00000 1692.00| | Temporary Seeding | | | 0790 665B000 3.000 ACRE| 564.00000 1692.00| | Temporary Mulching | | | 0800 665C000 373.000 LF | 37.60000 14024.80| | 15" Temporary Pipe | | | 0810 665C001 115.000 LF | 47.00000 5405.00| | 18" Temporary Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -16 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 665I000 441.000 TON | 28.20000 12436.20| | Temporary Riprap, Class 2 | | | 0830 665J000 11319.000 LF | 2.73000 30900.87| | Silt Fence, Type A | | | 0840 665K000 756.000 CUYD| 18.80000 14212.80| | Drainage Sump Excavation | | | 0850 665L000 400.000 LF | 11.75000 4700.00| | Floating Basin Boom | | | 0860 665O001 11319.000 LF | 0.11000 1245.09| | Silt Fence Removal | | | 0870 665Q001 4140.000 LF | 6.30000 26082.00| | 20 Inch Wattle | | | 0880 666A001 41.000 ACRE| 3.76000 154.16| | Pest Control Treatment | | | 0890 672B000 410.000 LB | 9.40000 3854.00| | Flocculant Powder | | | 0900 672C000 22.000 EACH| 47.00000 1034.00| | Flocculant Log | | | 0910 680A000 LUMP| 74500.00000 74500.00| | Engineering Controls | | | 0920 701A028 7.000 MILE| 1638.75000 11471.25| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0930 701A041 5.000 MILE| 950.00000 4750.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0940 701A048 6.000 MILE| 1895.25000 11371.50| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0950 701B009 13859.000 LF | 1.19000 16492.21| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0960 701C000 10.000 MILE| 589.00000 5890.00| | Broken Temporary Traffic Stripe | | | 0970 701C001 41.000 MILE| 655.50000 26875.50| | Solid Temporary Traffic Stripe | | | 0980 701C006 1.000 MILE| 8075.00000 8075.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -17 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 701D005 3.000 MILE| 1900.00000 5700.00| | Solid Traffic Stripe Removed | | | 1000 701D007 3.000 MILE| 1662.50000 4987.50| | Solid Traffic Stripe Removed (Paint) | | | 1010 701D008 3.000 MILE| 1757.50000 5272.50| | Solid Traffic Stripe Removed (Plastic) | | | 1020 701D009 1.000 MILE| 1900.00000 1900.00| | Solid Traffic Stripe Removed (Tape) | | | 1030 701D015 3.000 MILE| 1520.00000 4560.00| | Broken Traffic Stripe Removed (Plastic) | | | 1040 701G027 678.000 LF | 0.95000 644.10| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1050 703A002 1680.000 SQFT| 3.33000 5594.40| | Traffic Control Markings, Class 2, Type | | | A | | | 1060 703B002 718.000 SQFT| 3.66000 2627.88| | Traffic Control Legends, Class 2, Type | | | 1070 703C001 72.000 SQFT| 4.75000 342.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1080 703D001 3108.000 SQFT| 1.43000 4444.44| | Temporary Traffic Control Markings | | | 1090 703E001 718.000 SQFT| 1.43000 1026.74| | Temporary Traffic Control Legends | | | 1100 705A011 756.000 EACH| 5.23000 3953.88| | Pavement Markers, Class C, Type 1-A | | | 1110 705A012 529.000 EACH| 5.23000 2766.67| | Pavement Markers, Class C, Type 1-B | | | 1120 705A022 133.000 EACH| 5.23000 695.59| | Pavement Markers, Class C, Type 2-C | | | 1130 705A023 583.000 EACH| 5.23000 3049.09| | Pavement Markers, Class C, Type 2-D | | | 1140 705A024 133.000 EACH| 5.23000 695.59| | Pavement Markers, Class C, Type 2-E | | | 1150 705A030 67.000 EACH| 4.75000 318.25| | Pavement Markers, Class A-H, Type 2-C | | | 1160 705A031 945.000 EACH| 4.75000 4488.75| | Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -18 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 705A032 191.000 EACH| 4.75000 907.25| | Pavement Markers, Class A-H, Type 1-B | | | 1180 705A037 1058.000 EACH| 4.75000 5025.50| | Pavement Markers, Class A-H, Type 2-D | | | 1190 705A038 64.000 EACH| 4.75000 304.00| | Pavement Markers, Class A-H, Type 2-E | | | 1200 707B003 1.000 EACH| 15000.00000 15000.00| | Type A Hazard Marker Installation | | | 1210 707B009 1.000 EACH| 15000.00000 15000.00| | Type A Hazard Marker Installation | | | (Temporary) | | | 1220 710A115 207.000 SQFT| 7.50000 1552.50| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1230 710A126 116.000 SQFT| 7.50000 870.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 1240 710B001 616.000 LF | 3366.89000 2074004.24| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1250 730A000 LUMP| 7.50000 7.50| | Removal Of Existing Traffic Control | | | Unit ( US 331 at CR 24) | | | 1260 740B000 1529.000 SQFT| 7.25000 11085.25| | Construction Signs | | | 1270 740D000 290.000 EACH| 73.91000 21433.90| | Channelizing Drums | | | 1280 740E000 350.000 EACH| 14.78000 5173.00| | Cones (36 Inches High) | | | 1290 740F002 20.000 EACH| 241.88000 4837.60| | Barricades, Type III | | | 1300 740I005 12.000 EACH| 604.69000 7256.28| | Warning Lights, Type B (Detachable Head | | | 1310 740L005 240.000 EACH| 26.00000 6240.00| | Vertical Panel, Type I (Double-Sided) | | | 1320 740M001 350.000 EACH| 8.06000 2821.00| | Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 006 -19 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20060113006 COUNTIES : MONTGOMERY LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 741C010 2.000 EACH| 4703.14000 9406.28| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1340 742A001 2.000 EACH| 13500.00000 27000.00| | Portable Changeable Message Sign, Type | | | 1350 998A000 LUMP| 50000.00000 50000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 650,000) | | | 1360 999 000 2250.000 HOUR| 0.80000 1800.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 11,077,181.23| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,077,181.23| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20060113008 COUNTIES : COOSA LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NHF-0038(511) for constructing the Resurfacing and Traffic Stripe on SR-38 (US-280) from the Talladega county line to CR-49 at Mount Olive. Length 5.875 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 2,332,809.35 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 2,396,795.15 102.7429% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060113008 COUNTIES : COOSA LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 17250.000 GAL | 1.21000 20872.50| 1.51000 26047.50| Tack Coat | | | 0020 408A052 800.000 SQYD| 4.69000 3752.00| 9.02000 7216.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410H000 1.000 EACH| 42724.07000 42724.07| 52990.81000 52990.81| Material Remixing Device | | | 0050 420A015 8259.000 TON | 65.17000 538239.03| 71.11000 587297.49| Polymer Modified Open Graded Friction | | | Course | | | 0060 424A280 14025.000 TON | 50.05000 701951.25| 49.13000 689048.25| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424A286 200.000 TON | 60.72000 12144.00| 76.20000 15240.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424A360 6511.000 TON | 46.33000 301654.63| 50.30000 327503.30| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 7238.000 TON | 45.52000 329473.76| 49.30000 356833.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424A369 375.000 TON | 74.29000 27858.75| 89.90000 33712.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B285 100.000 TON | 84.72000 8472.00| 92.20000 9220.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 428C000 116200.000 LF | 0.10000 11620.00| 0.18000 20916.00| Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20060113008 COUNTIES : COOSA LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 430B043 3000.000 TON | 19.43000 58290.00| 18.89000 56670.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 600A000 LUMP| 105035.88000 105035.88| 44944.05000 44944.05| Mobilization | | | 0150 701A028 12.000 MILE| 1931.09000 23173.08| 1910.65000 22927.80| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A032 12.000 MILE| 1931.09000 23173.08| 1910.65000 22927.80| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A041 12.000 MILE| 1158.65000 13903.80| 1146.39000 13756.68| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 11010.000 LF | 1.32000 14533.20| 1.32000 14533.20| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 24.000 MILE| 750.37000 18008.88| 742.42000 17818.08| Broken Temporary Traffic Stripe | | | 0200 701C001 48.000 MILE| 827.61000 39725.28| 818.85000 39304.80| Solid Temporary Traffic Stripe | | | 0210 703A002 4800.000 SQFT| 3.59000 17232.00| 3.55000 17040.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 1211.000 SQFT| 4.14000 5013.54| 4.10000 4965.10| Traffic Control Legends, Class 2, Type | | | 0230 703D001 150.000 SQFT| 2.21000 331.50| 2.18000 327.00| Temporary Traffic Control Markings | | | 0240 740B000 981.000 SQFT| 9.29000 9113.49| 8.73000 8564.13| Construction Signs | | | 0250 740E000 250.000 EACH| 15.97000 3992.50| 14.42000 3605.00| Cones (36 Inches High) | | | 0260 740M001 250.000 EACH| 5.81000 1452.50| 8.84000 2210.00| Ballast For Cone | | | 0270 741C010 1.000 EACH| 1068.63000 1068.63| 1176.26000 1176.26| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0280 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 125,000) | | | SECTION TOTALS | $ 2,332,809.35| $ 2,396,795.15| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,332,809.35| $ 2,396,795.15| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 009 -1 VENDOR RANKING CALL ORDER : 009 CONTRACT ID : 20060113009 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EBF-0038(512) for constructing the Planing, Resurfacing, Traffic Stripe and Loop Detectors on SR-38 (US-280) from west of Rocky Ridge Road (CR-113) to west end of Cahaba River Bridge in Birmingham. Length 3.500 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 2,081,989.05 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 2,120,643.13 101.8566% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 2,182,710.05 104.8377% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 009 -2 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060113009 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 120.000 TON | 37.68000 4521.60| 25.74000 3088.80| 36.00000 4320.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1 1/2", | | | 0020 401B108 30155.000 SQYD| 1.14000 34376.70| 1.24000 37392.20| 1.17000 35281.35 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 5537.000 GAL | 1.53000 8471.61| 1.24000 6865.88| 1.35000 7474.95 Tack Coat | | | 0040 408A052 184499.000 SQYD| 0.84000 154979.16| 0.86000 158669.14| 1.42000 261988.58 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 410H000 1.000 EACH| 101650.00000 101650.00| 60209.69000 60209.69| 66998.00000 66998.00 Material Remixing Device | | | 0060 420A015 8306.000 TON | 71.81000 596453.86| 70.64000 586735.84| 61.21000 508410.26 Polymer Modified Open Graded Friction | | | Course | | | 0070 424A281 13709.000 TON | 52.30000 716980.70| 52.27000 716569.43| 49.30000 675853.70 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A290 1513.000 TON | 63.37000 95878.81| 53.71000 81263.23| 56.65000 85711.45 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424B585 500.000 TON | 87.31000 43655.00| 74.76000 37380.00| 30.00000 15000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 600A000 LUMP| 42650.00000 42650.00| 131762.61000 131762.61| 208901.02000 208901.02 Mobilization | | | 0110 665F000 50.000 EACH| 6.13000 306.50| 3.57000 178.50| 6.00000 300.00 Hay Bales | | | 0120 665J000 150.000 LF | 8.19000 1228.50| 3.57000 535.50| 3.00000 450.00 Silt Fence, Type A | | | 0130 665O001 150.000 LF | 3.52000 528.00| 1.78000 267.00| 1.00000 150.00 Silt Fence Removal | | | 0140 701A028 6.000 MILE| 1905.50000 11433.00| 2088.73000 12532.38| 1980.61000 11883.66 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 009 -3 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060113009 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A032 7.000 MILE| 1905.50000 13338.50| 2088.73000 14621.11| 1980.61000 13864.27 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A041 14.000 MILE| 1081.50000 15141.00| 1185.50000 16597.00| 1124.13000 15737.82 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 1.000 MILE| 2266.00000 2266.00| 2483.89000 2483.89| 2355.32000 2355.32 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 11418.000 LF | 1.55000 17697.90| 1.69000 19296.42| 1.61000 18382.98 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 41.000 MILE| 741.60000 30405.60| 812.91000 33329.31| 770.83000 31604.03 Broken Temporary Traffic Stripe | | | 0200 701C001 2.000 MILE| 803.40000 1606.80| 880.65000 1761.30| 835.07000 1670.14 Solid Temporary Traffic Stripe | | | 0210 701G121 2535.000 LF | 2.06000 5222.10| 2.26000 5729.10| 2.14000 5424.90 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G125 1268.000 LF | 4.12000 5224.16| 4.52000 5731.36| 4.28000 5427.04 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G133 1268.000 LF | 4.12000 5224.16| 4.52000 5731.36| 4.28000 5427.04 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 703A002 12205.000 SQFT| 3.61000 44060.05| 3.95000 48209.75| 3.75000 45768.75 Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 2081.000 SQFT| 4.12000 8573.72| 4.52000 9406.12| 4.28000 8906.68 Traffic Control Legends, Class 2, Type | | | 0260 703D001 5655.000 SQFT| 2.06000 11649.30| 2.26000 12780.30| 2.14000 12101.70 Temporary Traffic Control Markings | | | 0270 705A030 108.000 EACH| 5.67000 612.36| 6.21000 670.68| 5.89000 636.12 Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 1810.000 EACH| 5.67000 10262.70| 6.21000 11240.10| 5.89000 10660.90 Pavement Markers, Class A-H, Type 1-A | | | 0290 730H001 26940.000 LF | 2.58000 69505.20| 2.81000 75701.40| 3.45000 92943.00 Loop Wire | | | 0300 730I001 2450.000 LF | 1.29000 3160.50| 1.40000 3430.00| 0.53000 1298.50 Loop Detector Lead-In-Cable | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 009 -4 TABULATION OF BIDS CALL ORDER : 009 CONTRACT ID : 20060113009 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 07002 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740B000 655.000 SQFT| 8.24000 5397.20| 9.51000 6229.05| 7.87000 5154.85 Construction Signs | | | 0320 740C000 96.000 SQFT| 8.76000 840.96| 10.10000 969.60| 8.99000 863.04 Special Construction Signs | | | 0330 740D000 96.000 EACH| 80.20000 7699.20| 59.42000 5704.32| 85.00000 8160.00 Channelizing Drums | | | 0340 740E000 220.000 EACH| 22.73000 5000.60| 21.99000 4837.80| 20.00000 4400.00 Cones (36 Inches High) | | | 0350 740M001 220.000 EACH| 10.83000 2382.60| 5.94000 1306.80| 10.00000 2200.00 Ballast For Cone | | | 0360 741C010 2.000 EACH| 1802.50000 3605.00| 713.08000 1426.16| 3500.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0370 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 104,500.00) | | | SECTION TOTALS | $ 2,081,989.05| $ 2,120,643.13| $ 2,182,710.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,081,989.05| $ 2,120,643.13| $ 2,182,710.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20060113010 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 CONTRACT TIME : 05/25/06 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : EBF-0059(503) for constructing the Planing, Resurfacing and Traffic Stripe on SR-59 from MP 13.867 to MP 22.732 in Robertsdale. Length 8.865 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 3,301,762.65 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 4,252,984.73 128.8095% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060113010 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C002 226.000 SQYD| 10.00000 2260.00| 26.05000 5887.30| Removing Concrete Slope Paving | | | 0020 405A000 12513.000 GAL | 1.15000 14389.95| 1.32000 16517.16| Tack Coat | | | 0030 408A052 37635.000 SQYD| 1.15000 43280.25| 1.32000 49678.20| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410H000 1.000 EACH| 50000.00000 50000.00| 65000.00000 65000.00| Material Remixing Device | | | 0050 424A360 36892.000 TON | 52.50000 1936830.00| 69.00000 2545548.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A361 4180.000 TON | 57.00000 238260.00| 70.00000 292600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A364 50.000 TON | 75.00000 3750.00| 104.90000 5245.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A367 1500.000 TON | 53.00000 79500.00| 80.00000 120000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 2150.000 TON | 53.00000 113950.00| 70.00000 150500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B658 1500.000 TON | 53.00000 79500.00| 80.00000 120000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 275000.00000 275000.00| 433916.06000 433916.06| Mobilization | | | 0120 641S500 28.000 EACH| 75.00000 2100.00| 200.00000 5600.00| Valve Box Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060113010 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 645K500 2.000 EACH| 360.00000 720.00| 400.00000 800.00| Manhole Frame And Cover Reset | | | 0140 650A000 11095.000 CUYD| 14.00000 155330.00| 15.58000 172860.10| Topsoil | | | 0150 652A100 17.000 ACRE| 825.00000 14025.00| 500.00000 8500.00| Seeding | | | 0160 656A010 17.000 ACRE| 660.00000 11220.00| 500.00000 8500.00| Mulching | | | 0170 665J000 500.000 LF | 5.50000 2750.00| 4.34000 2170.00| Silt Fence, Type A | | | 0180 665O001 500.000 LF | 2.00000 1000.00| 2.08000 1040.00| Silt Fence Removal | | | 0190 680A000 LUMP| 3000.00000 3000.00| 4620.77000 4620.77| Engineering Controls | | | 0200 701A028 18.000 MILE| 1745.00000 31410.00| 1675.00000 30150.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0210 701A041 18.000 MILE| 1030.00000 18540.00| 990.00000 17820.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A046 15.000 MILE| 1015.00000 15225.00| 975.00000 14625.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701A048 18.000 MILE| 2080.00000 37440.00| 1995.00000 35910.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701B009 1887.000 LF | 1.05000 1981.35| 1.00000 1887.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0250 701C000 33.000 MILE| 645.00000 21285.00| 620.00000 20460.00| Broken Temporary Traffic Stripe | | | 0260 701C001 36.000 MILE| 720.00000 25920.00| 690.00000 24840.00| Solid Temporary Traffic Stripe | | | 0270 703A002 11650.000 SQFT| 3.15000 36697.50| 3.00000 34950.00| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 1722.000 SQFT| 3.70000 6371.40| 3.50000 6027.00| Traffic Control Legends, Class 2, Type | | | 0290 703D001 7907.000 SQFT| 1.05000 8302.35| 1.00000 7907.00| Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20060113010 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 703E001 861.000 SQFT| 1.05000 904.05| 1.00000 861.00| Temporary Traffic Control Legends | | | 0310 705A030 87.000 EACH| 5.20000 452.40| 5.00000 435.00| Pavement Markers, Class A-H, Type 2-C | | | 0320 705A031 1076.000 EACH| 5.20000 5595.20| 5.00000 5380.00| Pavement Markers, Class A-H, Type 1-A | | | 0330 705A032 187.000 EACH| 5.20000 972.40| 5.00000 935.00| Pavement Markers, Class A-H, Type 1-B | | | 0340 705A037 2074.000 EACH| 5.20000 10784.80| 5.00000 10370.00| Pavement Markers, Class A-H, Type 2-D | | | 0350 705A038 50.000 EACH| 5.20000 260.00| 5.00000 250.00| Pavement Markers, Class A-H, Type 2-E | | | 0360 740B000 796.000 SQFT| 11.00000 8756.00| 13.35000 10626.60| Construction Signs | | | 0370 740D000 100.000 EACH| 110.00000 11000.00| 87.67000 8767.00| Channelizing Drums | | | 0380 740E000 250.000 EACH| 22.00000 5500.00| 12.14000 3035.00| Cones (36 Inches High) | | | 0390 740M001 250.000 EACH| 22.00000 5500.00| 8.09000 2022.50| Ballast For Cone | | | 0400 741C010 2.000 EACH| 11000.00000 22000.00| 3372.02000 6744.04| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0410 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 138,500.00) | | | SECTION TOTALS | $ 3,301,762.65| $ 4,252,984.73| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,301,762.65| $ 4,252,984.73| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20060113012 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 CONTRACT TIME : 140 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ER-8700(903) for constructing the Roadway and Bridge Repair on SR-16 (US-90/US-98) at I-10 east of Mobile. Length 0.331 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 1,140,712.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060113012 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 23011 |( ) |MCINNIS, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 225000.00000 225000.00| | Removal Of Old Bridge, Station 172+30. | | | 169 (PARTIAL ONLY) | | | 0020 206D001 125.000 LF | 4.50000 562.50| | Removing Guardrail | | | 0030 206E013 4.000 EACH| 220.00000 880.00| | Removing Guardrail End Anchor (Type 13) | | | 0040 206E019 2.000 EACH| 220.00000 440.00| | Removing Guardrail End Anchor (Type 10) | | | 0050 210A000 440.000 CUYD| 20.00000 8800.00| | Unclassified Excavation | | | 0060 301A012 2110.000 SQYD| 16.00000 33760.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 2110.000 SQYD| 1.25000 2637.50| | Bituminous Treatment A | | | 0080 405A000 240.000 GAL | 2.00000 480.00| | Tack Coat | | | 0090 424A360 455.000 TON | 88.00000 40040.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A364 100.000 TON | 110.00000 11000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424A366 25.000 TON | 88.00000 2200.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B650 15.000 TON | 110.00000 1650.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 450B000 60.000 SQYD| 150.00000 9000.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060113012 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 23011 |( ) |MCINNIS, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 502A000 10100.000 LB | 1.25000 12625.00| | Steel Reinforcement | | | 0150 502B000 LUMP| 85000.00000 85000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA. 172+30.169, APPROX.| | | 56,900 LBS. | | | 0160 508A000 6580.000 LB | 7.00000 46060.00| | Structural Steel | | | 0170 510A000 48.000 CUYD| 1000.00000 48000.00| | Bridge Substructure Concrete, Class A | | | 0180 510C051 LUMP| 220000.00000 220000.00| | Bridge Concrete Superstructure, STA. | | | 172+30.169, APPROX. 219 CU. YDS. | | | 0190 510E000 576.000 SQYD| 10.00000 5760.00| | Grooving Concrete Bridge Decks | | | 0200 511A001 40.000 EACH| 200.00000 8000.00| | Elastomeric Bearings, Type 2 MARK B2 | | | 0210 513B004 979.000 LF | 150.00000 146850.00| | Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0220 600A000 LUMP| 101000.00000 101000.00| | Mobilization | | | 0230 614A000 68.000 CUYD| 250.00000 17000.00| | Slope Paving | | | 0240 620A000 2.000 CUYD| 1000.00000 2000.00| | Minor Structure Concrete | | | 0250 621N000 5.000 EACH| 500.00000 2500.00| | Repair Of Roadway Drain | | | 0260 630A033 125.000 LF | 44.00000 5500.00| | Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 0270 630C003 4.000 EACH| 1900.00000 7600.00| | Guardrail End Anchor, Type 13 | | | 0280 630C070 2.000 EACH| 2000.00000 4000.00| | Guardrail End Anchor, Type 10 Series | | | 0290 665Q001 160.000 LF | 10.00000 1600.00| | 20 Inch Wattle | | | 0300 680A000 LUMP| 33500.00000 33500.00| | Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20060113012 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 23011 |( ) |MCINNIS, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701G050 150.000 LF | 2.20000 330.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0320 701G064 150.000 LF | 2.20000 330.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0330 701G125 410.000 LF | 5.50000 2255.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0340 701G133 410.000 LF | 5.50000 2255.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0350 701H001 320.000 LF | 2.75000 880.00| | Solid Traffic Stripe Removed (Plastic) | | | 0360 703A010 230.000 SQFT| 22.00000 5060.00| | Traffic Control Markings, Class 3W, | | | Type A | | | 0370 705A007 132.000 EACH| 5.50000 726.00| | Pavement Markers, Class B, Type 1-A | | | 0380 705A010 132.000 EACH| 5.50000 726.00| | Pavement Markers, Class B, Type 1-B | | | 0390 705A031 30.000 EACH| 5.50000 165.00| | Pavement Markers, Class A-H, Type 1-A | | | 0400 705A032 20.000 EACH| 5.50000 110.00| | Pavement Markers, Class A-H, Type 1-B | | | 0410 740B000 763.000 SQFT| 10.00000 7630.00| | Construction Signs | | | 0420 740D000 50.000 EACH| 70.00000 3500.00| | Channelizing Drums | | | 0430 740F002 6.000 EACH| 250.00000 1500.00| | Barricades, Type III | | | 0440 740I005 4.000 EACH| 200.00000 800.00| | Warning Lights, Type B (Detachable Head | | | 0450 741C010 2.000 EACH| 5500.00000 11000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0460 750Z100 LUMP| 20000.00000 20000.00| | Roadway Lighting System (Rehabilitation | | | 0470 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 67,000.00) | | | SECTION TOTALS | $ 1,140,712.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,140,712.00| $ 4,252,984.73| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20060113015 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4519(200) for constructing the Bridge Replacement and Approaches on Bobo Section Road at Briar Fork Creek northwest of Huntsville. Length 0.302 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 1,201,682.50 100.0000% 2 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 1,403,681.04 116.8096% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20060113015 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 03023 |( ) |MILLER & MILLER, INC. |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre)(Approx. | | | 3 Acres) | | | 0020 206A000 LUMP| 11600.00000 11600.00| 45000.00000 45000.00| Removal Of Old Bridge, Station 13+77.00 | | | 0030 206D000 24.000 LF | 8.00000 192.00| 7.37000 176.88| Removing Pipe | | | 0040 210A000 832.000 CUYD| 12.00000 9984.00| 13.05000 10857.60| Unclassified Excavation | | | 0050 210D000 8262.000 CUYD| 8.00000 66096.00| 8.56000 70722.72| Borrow Excavation | | | 0060 230A000 14.000 RBST| 340.00000 4760.00| 372.00000 5208.00| Roadbed Processing | | | 0070 301A008 4300.000 SQYD| 4.10000 17630.00| 4.50000 19350.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0080 401A000 4300.000 SQYD| 1.80000 7740.00| 2.09000 8987.00| Bituminous Treatment A | | | 0090 405A000 220.000 GAL | 1.40000 308.00| 1.55000 341.00| Tack Coat | | | 0100 429A200 227.000 TON | 53.00000 12031.00| 58.30000 13234.10| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B200 405.000 TON | 41.30000 16726.50| 45.36000 18370.80| Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 429C200 632.000 TON | 39.00000 24648.00| 42.22000 26683.04| Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0130 450B000 107.000 SQYD| 66.00000 7062.00| 60.00000 6420.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0140 502A000 95536.000 LB | 0.65000 62098.40| 0.63600 60760.90| Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20060113015 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 03023 |( ) |MILLER & MILLER, INC. |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 502B000 LUMP| 53000.00000 53000.00| 41213.00000 41213.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 12+95, | | | Approximately 64,800 Lbs. | | | 0160 506A005 445.000 LF | 81.00000 36045.00| 88.50000 39382.50| Drilled Shaft Excavation, 3'-6" Diamete | | | 0170 506B001 330.000 LF | 495.00000 163350.00| 531.00000 175230.00| Special Drilled Shaft Excavation, 3'-0" | | | Diameter | | | 0180 506C040 330.000 LF | 49.00000 16170.00| 53.10000 17523.00| Drilled Shaft Construction, 3'-0" | | | Diameter, Class DS1 Concrete | | | 0190 506C041 445.000 LF | 67.00000 29815.00| 73.16000 32556.20| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0200 506D000 150.000 LF | 215.00000 32250.00| 236.00000 35400.00| Exploration Below Drilled Shaft | | | 0210 506F000 167.000 LF | 195.00000 32565.00| 212.40000 35470.80| Permanent Drilled Shaft Casing, 3'-6" | | | Diameter | | | 0220 506G000 15.000 EACH| 540.00000 8100.00| 590.00000 8850.00| Crosshole Sonic Logging, 3'-0" Diameter | | | 0230 508A000 7900.000 LB | 2.75000 21725.00| 2.65000 20935.00| Structural Steel | | | 0240 510A000 153.000 CUYD| 423.00000 64719.00| 291.00000 44523.00| Bridge Substructure Concrete, Class A | | | 0250 510C051 LUMP| 134000.00000 134000.00| 129500.00000 129500.00| Bridge Concrete Superstructure, Sta. | | | 12+95, Approx. 274 Cu. Yd. | | | 0260 510E000 740.000 SQYD| 3.80000 2812.00| 4.00000 2960.00| Grooving Concrete Bridge Decks | | | 0270 511A051 40.000 EACH| 75.00000 3000.00| 127.00000 5080.00| Elastomeric Bearing Type 2 (Mark B2) | | | 0280 513B004 1178.000 LF | 100.00000 117800.00| 131.22000 154577.16| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0290 535A080 32.000 LF | 67.00000 2144.00| 73.80000 2361.60| 18" Side Drain Pipe (Class 3 R.C.) | | | 0300 600A000 LUMP| 117000.00000 117000.00| 196936.00000 196936.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20060113015 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 03023 |( ) |MILLER & MILLER, INC. |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 602A000 13.000 EACH| 220.00000 2860.00| 238.00000 3094.00| Right Of Way Markers | | | 0320 610C001 1534.000 TON | 20.00000 30680.00| 40.50000 62127.00| Loose Riprap, Class 2 | | | 0330 610D003 827.000 SQYD| 2.00000 1654.00| 3.00000 2481.00| Filter Blanket, Geotextile | | | 0340 619A101 2.000 EACH| 820.00000 1640.00| 898.00000 1796.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0350 630A001 958.000 LF | 20.00000 19160.00| 21.28000 20386.24| Steel Beam Guardrail, Class A, Type 2 | | | 0360 630C003 4.000 EACH| 1300.00000 5200.00| 1344.00000 5376.00| Guardrail End Anchor, Type 13 | | | 0370 630C050 4.000 EACH| 1900.00000 7600.00| 2128.00000 8512.00| Guardrail End Anchor, Type 20 Series | | | 0380 650A000 1404.000 CUYD| 8.70000 12214.80| 10.05000 14110.20| Topsoil | | | 0390 652A100 1.000 ACRE| 400.00000 400.00| 531.00000 531.00| Seeding | | | 0400 656A010 1.000 ACRE| 400.00000 400.00| 531.00000 531.00| Mulching | | | 0410 665F000 76.000 EACH| 9.00000 684.00| 7.67000 582.92| Hay Bales | | | 0420 665J000 3024.000 LF | 3.00000 9072.00| 3.34000 10100.16| Silt Fence, Type A | | | 0430 665O001 3024.000 LF | 0.20000 604.80| 1.20000 3628.80| Silt Fence Removal | | | 0440 680A000 LUMP| 10500.00000 10500.00| 17155.00000 17155.00| Engineering Controls | | | 0450 701A031 1.000 MILE| 2000.00000 2000.00| 2260.00000 2260.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0460 701A035 1.000 MILE| 2000.00000 2000.00| 2825.00000 2825.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0470 701A045 1.000 MILE| 1500.00000 1500.00| 1130.00000 1130.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0480 705A002 25.000 EACH| 11.00000 275.00| 11.30000 282.50| Pavement Markers, Class A, Type 2-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20060113015 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 03023 |( ) |MILLER & MILLER, INC. |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 740B000 243.000 SQFT| 9.00000 2187.00| 9.44000 2293.92| Construction Signs | | | 0500 740F002 8.000 EACH| 210.00000 1680.00| 219.00000 1752.00| Barricades, Type III | | | 0510 740I005 4.000 EACH| 500.00000 2000.00| 529.00000 2116.00| Warning Lights, Type B (Detachable Head | | | 0520 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 100,000.00) | | | SECTION TOTALS | $ 1,201,682.50| $ 1,403,681.04| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,201,682.50| $ 1,403,681.04| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20060113017 COUNTIES : DALLAS LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-BRZ-2400(206) for constructing the Bridge Replacement (Precast) and Approaches on CR-179 at Tributary to Bogue Chitto Creek. Length 0.170 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 249,853.80 100.0000% 2 13099 MCINNIS, LLC $ 254,469.75 101.8475% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 269,476.00 107.8535% 4 13021 MURPHREE BRIDGE CORPORATION $ 283,927.06 113.6373% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20060113017 COUNTIES : DALLAS LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 07048 |NEWELL & BUSH, INC. |MCINNIS, LLC |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 6000.00000 6000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) | | | (Approximately 2 | | | 0020 206A000 LUMP| 17500.00000 17500.00| 5000.00000 5000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 5+62.27 | | | 0030 206D011 1742.000 LF | 2.00000 3484.00| 2.00000 3484.00| 2.00000 3484.00 Removing Fence | | | 0040 210A000 154.000 CUYD| 10.10000 1555.40| 10.00000 1540.00| 10.00000 1540.00 Unclassified Excavation | | | 0050 210D021 2734.000 CUYD| 10.10000 27613.40| 10.00000 27340.00| 12.00000 32808.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0060 230A000 9.000 RBST| 525.00000 4725.00| 500.00000 4500.00| 800.00000 7200.00 Roadbed Processing | | | 0070 301A102 1925.000 SQYD| 7.00000 13475.00| 6.75000 12993.75| 8.00000 15400.00 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0080 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0090 505B102 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| 500.00000 500.00 Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0100 505M002 960.000 LF | 33.00000 31680.00| 35.00000 33600.00| 30.00000 28800.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0110 507A000 2.000 EACH| 2400.00000 4800.00| 3000.00000 6000.00| 2100.00000 4200.00 Wire Rope Abutment Anchor Assembly | | | 0120 511A000 22.000 EACH| 75.00000 1650.00| 100.00000 2200.00| 100.00000 2200.00 Elastomeric Bearings, Type 1 | | | 0130 512A014 2.000 EACH| 3000.00000 6000.00| 3500.00000 7000.00| 3000.00000 6000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512C004 6.000 EACH| 3100.00000 18600.00| 4000.00000 24000.00| 3000.00000 18000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20060113017 COUNTIES : DALLAS LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 07048 |NEWELL & BUSH, INC. |MCINNIS, LLC |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C007 2.000 EACH| 3400.00000 6800.00| 4000.00000 8000.00| 3300.00000 6600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0160 512D006 2.000 EACH| 3300.00000 6600.00| 5000.00000 10000.00| 3600.00000 7200.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long (Modified) | | | 0170 512E000 16.000 EACH| 375.00000 6000.00| 500.00000 8000.00| 500.00000 8000.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0180 512F000 8.000 EACH| 500.00000 4000.00| 500.00000 4000.00| 700.00000 5600.00 Precast Concrete Wing Panels, Type W1 | | | 0190 512G000 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| 800.00000 3200.00 Precast Concrete Abutment Wing Cap | | | Panels | | | 0200 600A000 LUMP| 26000.00000 26000.00| 25700.00000 25700.00| 35000.00000 35000.00 Mobilization | | | 0210 610C001 218.000 TON | 28.00000 6104.00| 28.00000 6104.00| 30.00000 6540.00 Loose Riprap, Class 2 | | | 0220 610D000 260.000 SQYD| 3.50000 910.00| 3.50000 910.00| 2.00000 520.00 Filter Blanket | | | 0230 630C003 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1350.00000 5400.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 2000.00000 8000.00| 2200.00000 8800.00| 1800.00000 7200.00 Guardrail End Anchor, Type 20 Series | | | 0250 636A004 1732.000 LF | 7.00000 12124.00| 6.50000 11258.00| 5.00000 8660.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Post) | | | 0260 650A000 180.000 CUYD| 21.00000 3780.00| 20.00000 3600.00| 10.00000 1800.00 Topsoil | | | 0270 652A100 2.000 ACRE| 625.00000 1250.00| 600.00000 1200.00| 600.00000 1200.00 Seeding | | | 0280 656A010 2.000 ACRE| 625.00000 1250.00| 600.00000 1200.00| 600.00000 1200.00 Mulching | | | 0290 665F000 190.000 EACH| 8.50000 1615.00| 10.00000 1900.00| 10.00000 1900.00 Hay Bales | | | 0300 665J000 1896.000 LF | 3.75000 7110.00| 4.00000 7584.00| 7.00000 13272.00 Silt Fence, Type A | | | 0310 665O001 1896.000 LF | 0.75000 1422.00| 1.00000 1896.00| 2.00000 3792.00 Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20060113017 COUNTIES : DALLAS LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 13099 |( 3 ) 07048 |NEWELL & BUSH, INC. |MCINNIS, LLC |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 15000.00000 15000.00 Engineering Controls | | | 0330 740B000 146.000 SQFT| 11.00000 1606.00| 10.00000 1460.00| 10.00000 1460.00 Construction Signs | | | 0340 740F002 8.000 EACH| 200.00000 1600.00| 200.00000 1600.00| 250.00000 2000.00 Barricades, Type III | | | 0350 740I005 4.000 EACH| 300.00000 1200.00| 300.00000 1200.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | 0360 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 12,000.00) | | | SECTION TOTALS | $ 249,853.80| $ 254,469.75| $ 269,476.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 249,853.80| $ 254,469.75| $ 269,476.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20060113017 COUNTIES : DALLAS LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13021 |( ) |( ) |MURPHREE BRIDGE CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 8000.00000 8000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) | | | (Approximately 2 | | | 0020 206A000 LUMP| 20000.00000 20000.00| | Removal Of Old Bridge, Station 5+62.27 | | | 0030 206D011 1742.000 LF | 2.00000 3484.00| | Removing Fence | | | 0040 210A000 154.000 CUYD| 10.00000 1540.00| | Unclassified Excavation | | | 0050 210D021 2734.000 CUYD| 10.00000 27340.00| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0060 230A000 9.000 RBST| 500.00000 4500.00| | Roadbed Processing | | | 0070 301A102 1925.000 SQYD| 6.75000 12993.75| | Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0080 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0090 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0100 505M002 960.000 LF | 22.95000 22032.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0110 507A000 2.000 EACH| 2500.00000 5000.00| | Wire Rope Abutment Anchor Assembly | | | 0120 511A000 22.000 EACH| 150.00000 3300.00| | Elastomeric Bearings, Type 1 | | | 0130 512A014 2.000 EACH| 4860.00000 9720.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0140 512C004 6.000 EACH| 5610.00000 33660.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 017 -6 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20060113017 COUNTIES : DALLAS LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13021 |( ) |( ) |MURPHREE BRIDGE CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512C007 2.000 EACH| 5815.00000 11630.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0160 512D006 2.000 EACH| 6115.00000 12230.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long (Modified) | | | 0170 512E000 16.000 EACH| 335.00000 5360.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0180 512F000 8.000 EACH| 590.00000 4720.00| | Precast Concrete Wing Panels, Type W1 | | | 0190 512G000 4.000 EACH| 700.00000 2800.00| | Precast Concrete Abutment Wing Cap | | | Panels | | | 0200 600A000 LUMP| 38746.31000 38746.31| | Mobilization | | | 0210 610C001 218.000 TON | 28.00000 6104.00| | Loose Riprap, Class 2 | | | 0220 610D000 260.000 SQYD| 3.50000 910.00| | Filter Blanket | | | 0230 630C003 4.000 EACH| 1200.00000 4800.00| | Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 1900.00000 7600.00| | Guardrail End Anchor, Type 20 Series | | | 0250 636A004 1732.000 LF | 6.50000 11258.00| | Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Post) | | | 0260 650A000 180.000 CUYD| 20.00000 3600.00| | Topsoil | | | 0270 652A100 2.000 ACRE| 600.00000 1200.00| | Seeding | | | 0280 656A010 2.000 ACRE| 600.00000 1200.00| | Mulching | | | 0290 665F000 190.000 EACH| 8.00000 1520.00| | Hay Bales | | | 0300 665J000 1896.000 LF | 3.50000 6636.00| | Silt Fence, Type A | | | 0310 665O001 1896.000 LF | 0.50000 948.00| | Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 017 -7 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20060113017 COUNTIES : DALLAS LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13021 |( ) |( ) |MURPHREE BRIDGE CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 680A000 LUMP| 4000.00000 4000.00| | Engineering Controls | | | 0330 740B000 146.000 SQFT| 7.50000 1095.00| | Construction Signs | | | 0340 740F002 8.000 EACH| 185.00000 1480.00| | Barricades, Type III | | | 0350 740I005 4.000 EACH| 130.00000 520.00| | Warning Lights, Type B (Detachable Head | | | 0360 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 12,000.00) | | | SECTION TOTALS | $ 283,927.06| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 283,927.06| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20060113018 COUNTIES : GREENE LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-BRZ-3200(203) for constructing the Bridge Replacement and Approaches on CR-86 at Big Buck Creek northeast of Knoxville. Length 0.094 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02088 B & B ENGINEERING & DESIGN, LLC $ 647,144.05 100.0000% 2 18024 RACON, INC. $ 689,805.73 106.5923% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 726,030.95 112.1900% 4 13099 MCINNIS, LLC $ 788,491.60 121.8417% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060113018 COUNTIES : GREENE LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 18024 |( 3 ) 01007 |B & B ENGINEERING & DESIGN, |RACON, 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 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre)(Approx. | | | 1 Acre) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| 40000.00000 40000.00 Removal Of Old Bridge, Station 8+95.86 | | | 0030 210A000 1386.000 CUYD| 10.00000 13860.00| 0.00000 0.00| 10.00000 13860.00 Unclassified Excavation | | | 0040 210D011 348.000 CUYD| 12.00000 4176.00| 0.00000 0.00| 20.00000 6960.00 Borrow Excavation (A-4 Or Better) | | | 0050 230A000 3.000 RBST| 500.00000 1500.00| 1500.00000 4500.00| 1500.00000 4500.00 Roadbed Processing | | | 0060 301A012 633.000 SQYD| 10.00000 6330.00| 15.00000 9495.00| 14.00000 8862.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A011 633.000 SQYD| 10.00000 6330.00| 17.88000 11318.04| 10.00000 6330.00 Bituminous Treatment AKG | | | 0080 502A000 14773.000 LB | 0.85000 12557.05| 0.88000 13000.24| 0.65000 9602.45 Steel Reinforcement | | | 0090 502B000 LUMP| 45000.00000 45000.00| 58000.00000 58000.00| 40000.00000 40000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 8+80.00 Approx. 55,| | | 602 Lbs.) | | | 0100 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0110 505A036 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0120 505A037 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 14x89) Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0130 505A039 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 14 x 102) (Maximum | | | Bid Limited To $2000 Per Each Test Pile)| | | 0140 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060113018 COUNTIES : GREENE LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 18024 |( 3 ) 01007 |B & B ENGINEERING & DESIGN, |RACON, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505B106 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0160 505B107 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x89) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0170 505B109 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x102) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0180 505M002 716.000 LF | 33.00000 23628.00| 42.00000 30072.00| 30.00000 21480.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0190 505M004 500.000 LF | 45.00000 22500.00| 58.00000 29000.00| 40.00000 20000.00 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0200 505M005 491.000 LF | 55.00000 27005.00| 70.00000 34370.00| 45.00000 22095.00 Steel Piling Furnished And Driven (HP | | | 14x89) | | | 0210 505M011 268.000 LF | 66.00000 17688.00| 79.00000 21172.00| 50.00000 13400.00 Steel Piling Furnished And Driven (HP | | | 14 X 102) | | | 0220 508A000 5104.000 LB | 4.00000 20416.00| 3.95000 20160.80| 4.00000 20416.00 Structural Steel | | | 0230 510A000 105.000 CUYD| 550.00000 57750.00| 540.00000 56700.00| 500.00000 52500.00 Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 120000.00000 120000.00| 92000.00000 92000.00| 175000.00000 175000.00 Bridge Concrete Superstructure, Sta. | | | 8+80.00, Approx. 214 Cu Yds. | | | 0250 510E000 633.000 SQYD| 5.00000 3165.00| 5.50000 3481.50| 5.00000 3165.00 Grooving Concrete Bridge Decks | | | 0260 511A050 48.000 EACH| 125.00000 6000.00| 110.00000 5280.00| 200.00000 9600.00 Elastomeric Bearing Type 2 (Mark B1) | | | 0270 513B003 937.000 LF | 76.00000 71212.00| 88.00000 82456.00| 100.00000 93700.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0280 600A000 LUMP| 45000.00000 45000.00| 27500.00000 27500.00| 62000.00000 62000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060113018 COUNTIES : GREENE LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02088 |( 2 ) 18024 |( 3 ) 01007 |B & B ENGINEERING & DESIGN, |RACON, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 610C001 944.000 TON | 28.00000 26432.00| 31.00000 29264.00| 25.00000 23600.00 Loose Riprap, Class 2 | | | 0300 610D003 745.000 SQYD| 4.00000 2980.00| 2.85000 2123.25| 2.50000 1862.50 Filter Blanket, Geotextile | | | 0310 630A001 25.000 LF | 30.00000 750.00| 20.90000 522.50| 27.50000 687.50 Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 2000.00000 8000.00| 1320.00000 5280.00| 1750.00000 7000.00 Guardrail End Anchor, Type 13 | | | 0330 630C050 4.000 EACH| 2000.00000 8000.00| 2310.00000 9240.00| 2050.00000 8200.00 Guardrail End Anchor, Type 20 Series | | | 0340 650B000 132.000 CUYD| 20.00000 2640.00| 20.00000 2640.00| 10.00000 1320.00 Topsoil From Stockpiles | | | 0350 652A100 1.000 ACRE| 1500.00000 1500.00| 1650.00000 1650.00| 1000.00000 1000.00 Seeding | | | 0360 656A010 1.000 ACRE| 1500.00000 1500.00| 1650.00000 1650.00| 1000.00000 1000.00 Mulching | | | 0370 665F000 50.000 EACH| 15.00000 750.00| 6.50000 325.00| 5.00000 250.00 Hay Bales | | | 0380 665I000 132.000 TON | 30.00000 3960.00| 40.00000 5280.00| 30.00000 3960.00 Temporary Riprap, Class 2 | | | 0390 665J000 800.000 LF | 5.00000 4000.00| 3.05000 2440.00| 5.00000 4000.00 Silt Fence, Type A | | | 0400 665O001 800.000 LF | 5.00000 4000.00| 1.90000 1520.00| 1.00000 800.00 Silt Fence Removal | | | 0410 680A000 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 23500.00000 23500.00 Engineering Controls | | | 0420 740B000 141.000 SQFT| 15.00000 2115.00| 8.76000 1235.16| 10.50000 1480.50 Construction Signs | | | 0430 740F002 8.000 EACH| 600.00000 4800.00| 216.08000 1728.64| 250.00000 2000.00 Barricades, Type III | | | 0440 740I005 4.000 EACH| 400.00000 1600.00| 350.40000 1401.60| 475.00000 1900.00 Warning Lights, Type B (Detachable Head | | | 0450 998A000 LUMP| 0.00000 0.00| 30000.00000 30000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 30,000.00) | | | SECTION TOTALS | $ 647,144.05| $ 689,805.73| $ 726,030.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 647,144.05| $ 689,805.73| $ 726,030.95 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060113018 COUNTIES : GREENE LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre)(Approx. | | | 1 Acre) | | | 0020 206A000 LUMP| 40000.00000 40000.00| | Removal Of Old Bridge, Station 8+95.86 | | | 0030 210A000 1386.000 CUYD| 10.00000 13860.00| | Unclassified Excavation | | | 0040 210D011 348.000 CUYD| 15.00000 5220.00| | Borrow Excavation (A-4 Or Better) | | | 0050 230A000 3.000 RBST| 1500.00000 4500.00| | Roadbed Processing | | | 0060 301A012 633.000 SQYD| 15.00000 9495.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A011 633.000 SQYD| 20.00000 12660.00| | Bituminous Treatment AKG | | | 0080 502A000 14773.000 LB | 1.20000 17727.60| | Steel Reinforcement | | | 0090 502B000 LUMP| 56000.00000 56000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 8+80.00 Approx. 55,| | | 602 Lbs.) | | | 0100 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0110 505A036 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0120 505A037 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 14x89) Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0130 505A039 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 14 x 102) (Maximum | | | Bid Limited To $2000 Per Each Test Pile)| | | 0140 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 018 -6 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060113018 COUNTIES : GREENE LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505B106 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 14x73) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0160 505B107 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 14x89) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0170 505B109 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 14x102) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0180 505M002 716.000 LF | 33.00000 23628.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0190 505M004 500.000 LF | 39.00000 19500.00| | Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0200 505M005 491.000 LF | 40.00000 19640.00| | Steel Piling Furnished And Driven (HP | | | 14x89) | | | 0210 505M011 268.000 LF | 53.00000 14204.00| | Steel Piling Furnished And Driven (HP | | | 14 X 102) | | | 0220 508A000 5104.000 LB | 6.00000 30624.00| | Structural Steel | | | 0230 510A000 105.000 CUYD| 600.00000 63000.00| | Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 175000.00000 175000.00| | Bridge Concrete Superstructure, Sta. | | | 8+80.00, Approx. 214 Cu Yds. | | | 0250 510E000 633.000 SQYD| 10.00000 6330.00| | Grooving Concrete Bridge Decks | | | 0260 511A050 48.000 EACH| 150.00000 7200.00| | Elastomeric Bearing Type 2 (Mark B1) | | | 0270 513B003 937.000 LF | 78.00000 73086.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0280 600A000 LUMP| 82000.00000 82000.00| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 018 -7 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20060113018 COUNTIES : GREENE LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 610C001 944.000 TON | 30.00000 28320.00| | Loose Riprap, Class 2 | | | 0300 610D003 745.000 SQYD| 3.00000 2235.00| | Filter Blanket, Geotextile | | | 0310 630A001 25.000 LF | 30.00000 750.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0320 630C003 4.000 EACH| 2000.00000 8000.00| | Guardrail End Anchor, Type 13 | | | 0330 630C050 4.000 EACH| 2200.00000 8800.00| | Guardrail End Anchor, Type 20 Series | | | 0340 650B000 132.000 CUYD| 25.00000 3300.00| | Topsoil From Stockpiles | | | 0350 652A100 1.000 ACRE| 1700.00000 1700.00| | Seeding | | | 0360 656A010 1.000 ACRE| 1700.00000 1700.00| | Mulching | | | 0370 665F000 50.000 EACH| 10.00000 500.00| | Hay Bales | | | 0380 665I000 132.000 TON | 35.00000 4620.00| | Temporary Riprap, Class 2 | | | 0390 665J000 800.000 LF | 10.00000 8000.00| | Silt Fence, Type A | | | 0400 665O001 800.000 LF | 1.00000 800.00| | Silt Fence Removal | | | 0410 680A000 LUMP| 20000.00000 20000.00| | Engineering Controls | | | 0420 740B000 141.000 SQFT| 12.00000 1692.00| | Construction Signs | | | 0430 740F002 8.000 EACH| 350.00000 2800.00| | Barricades, Type III | | | 0440 740I005 4.000 EACH| 400.00000 1600.00| | Warning Lights, Type B (Detachable Head | | | 0450 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 30,000.00) | | | SECTION TOTALS | $ 788,491.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 788,491.60| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20060113019 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0200(209) for constructing the Bridge Replacement on CR-98 at Bailey Creek south of Point Clear. Length 0.012 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14008 NEWELL & BUSH, INC. $ 332,222.50 100.0000% 2 16050 POPE CONTRACTING, INC. $ 343,675.00 103.4472% 3 13099 MCINNIS, LLC $ 478,461.00 144.0182% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060113019 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 16050 |( 3 ) 13099 |NEWELL & BUSH, INC. |POPE CONTRACTING, 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| 35000.00000 35000.00| 27500.00000 27500.00| 85000.00000 85000.00 Removal Of Old Bridge, Station 5+00.00 | | | 0020 210A000 82.000 CUYD| 12.00000 984.00| 10.00000 820.00| 10.00000 820.00 Unclassified Excavation | | | 0030 502A001 5198.000 LB | 1.00000 5198.00| 1.50000 7797.00| 2.00000 10396.00 Steel Reinforcement (Grade 60) | | | 0040 505A015 1.000 EACH| 8500.00000 8500.00| 9000.00000 9000.00| 6000.00000 6000.00 Concrete Test Piles (14 Inches Square) | | | 0050 505B045 1.000 EACH| 3500.00000 3500.00| 10000.00000 10000.00| 3500.00000 3500.00 Static Loading Tests (14 Inches Square) | | | 0060 505N000 1360.000 LF | 42.00000 57120.00| 53.00000 72080.00| 48.00000 65280.00 Concrete Piling Furnished (14 Inches | | | Square) | | | 0070 505O000 1360.000 LF | 5.00000 6800.00| 1.00000 1360.00| 1.00000 1360.00 Concrete Piling Driven (14 Inches | | | Square) | | | 0080 507A000 2.000 EACH| 2400.00000 4800.00| 2837.00000 5674.00| 5000.00000 10000.00 Wire Rope Abutment Anchor Assembly | | | 0090 510A000 30.000 CUYD| 750.00000 22500.00| 650.00000 19500.00| 600.00000 18000.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 48.000 EACH| 80.00000 3840.00| 83.00000 3984.00| 100.00000 4800.00 Elastomeric Bearings, Type 1 | | | 0110 512C002 11.000 EACH| 1500.00000 16500.00| 1775.00000 19525.00| 3500.00000 38500.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-5" Deep By 24'-0" Long | | | 0120 512C004 11.000 EACH| 3000.00000 33000.00| 2945.00000 32395.00| 4500.00000 49500.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C006 2.000 EACH| 3200.00000 6400.00| 2050.00000 4100.00| 2600.00000 5200.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 5" Deep By 24'-0" Long| | | 0140 512C007 2.000 EACH| 2400.00000 4800.00| 3165.00000 6330.00| 4500.00000 9000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0150 512D001 2.000 EACH| 3500.00000 7000.00| 2538.00000 5076.00| 4000.00000 8000.00 Precast Concrete Barrier Rail End | | | Section, 24'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060113019 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 16050 |( 3 ) 13099 |NEWELL & BUSH, INC. |POPE CONTRACTING, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D002 2.000 EACH| 2800.00000 5600.00| 3115.00000 6230.00| 3500.00000 7000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0170 512E012 36.000 EACH| 350.00000 12600.00| 475.00000 17100.00| 500.00000 18000.00 Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | 0180 512F004 12.000 EACH| 550.00000 6600.00| 625.00000 7500.00| 750.00000 9000.00 Precast Concrete Wing Panels, Type W2 | | | (Modified) | | | 0190 512G001 4.000 EACH| 700.00000 2800.00| 725.00000 2900.00| 600.00000 2400.00 Precast Concrete Abutment Wing Cap | | | Panels (Special) | | | 0200 600A000 LUMP| 50000.00000 50000.00| 45000.00000 45000.00| 65000.00000 65000.00 Mobilization | | | 0210 630A001 203.000 LF | 22.00000 4466.00| 25.00000 5075.00| 25.00000 5075.00 Steel Beam Guardrail, Class A, Type 2 | | | 0220 630C001 1.000 EACH| 1200.00000 1200.00| 800.00000 800.00| 1100.00000 1100.00 Guardrail End Anchor, Type 8 | | | 0230 630C003 4.000 EACH| 1700.00000 6800.00| 1500.00000 6000.00| 1700.00000 6800.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 2.000 EACH| 2200.00000 4400.00| 2000.00000 4000.00| 2200.00000 4400.00 Guardrail End Anchor, Type 20 Series | | | 0250 634E010 56.000 LF | 50.00000 2800.00| 60.00000 3360.00| 50.00000 2800.00 Industrial Fence, 2 Feet High, Special | | | Mounting | | | 0260 665F000 50.000 EACH| 20.00000 1000.00| 10.00000 500.00| 10.00000 500.00 Hay Bales | | | 0270 665J000 405.000 LF | 4.50000 1822.50| 6.00000 2430.00| 10.00000 4050.00 Silt Fence, Type A | | | 0280 665L000 160.000 LF | 16.00000 2560.00| 20.00000 3200.00| 25.00000 4000.00 Floating Basin Boom | | | 0290 665O001 405.000 LF | 1.00000 405.00| 3.00000 1215.00| 2.00000 810.00 Silt Fence Removal | | | 0300 680A000 LUMP| 6500.00000 6500.00| 4500.00000 4500.00| 25000.00000 25000.00 Engineering Controls | | | 0310 740B000 357.000 SQFT| 11.00000 3927.00| 12.00000 4284.00| 10.00000 3570.00 Construction Signs | | | 0320 740F002 8.000 EACH| 250.00000 2000.00| 350.00000 2800.00| 250.00000 2000.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20060113019 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 14008 |( 2 ) 16050 |( 3 ) 13099 |NEWELL & BUSH, INC. |POPE CONTRACTING, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740I005 4.000 EACH| 200.00000 800.00| 410.00000 1640.00| 400.00000 1600.00 Warning Lights, Type B (Detachable Head | | | 0340 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 9,750.00) | | | SECTION TOTALS | $ 332,222.50| $ 343,675.00| $ 478,461.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 332,222.50| $ 343,675.00| $ 478,461.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20060113020 COUNTIES : ETOWAH LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2800(207) for constructing the Bridge Replacement (Bridge Culvert) on Pleasant Hill Road at Black Creek northeast of Gadsden. Length 0.012 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 346,520.65 100.0000% 2 08077 HASTINGS GENERAL CONTRACTING, INC. $ 421,413.60 121.6128% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 461,904.15 133.2977% 4 20058 TALLEY CONSTRUCTION COMPANY, INC. $ 484,034.04 139.6840% 5 19037 SIMPSON BRIDGE COMPANY, INC. $ 503,834.92 145.3982% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20060113020 COUNTIES : ETOWAH LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 08077 |( 3 ) 13022 |GLASGOW CONSTRUCTION CO., I |HASTINGS GENERAL CONTRACTIN |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre)(Approx. | | | 1 Acre) | | | 0020 214A000 2713.000 CUYD| 20.00000 54260.00| 15.00000 40695.00| 11.00000 29843.00 Structure Excavation | | | 0030 214B001 258.000 CUYD| 25.00000 6450.00| 24.00000 6192.00| 35.00000 9030.00 Foundation Backfill, Commercial | | | 0040 502A000 86481.000 LB | 0.65000 56212.65| 0.60000 51888.60| 1.15000 99453.15 Steel Reinforcement | | | 0050 524A011 383.000 CUYD| 450.00000 172350.00| 650.00000 248950.00| 595.00000 227885.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 55000.00000 55000.00 Mobilization | | | 0070 610C001 296.000 TON | 30.00000 8880.00| 16.00000 4736.00| 33.00000 9768.00 Loose Riprap, Class 2 | | | 0080 610D000 319.000 SQYD| 2.00000 638.00| 5.00000 1595.00| 7.00000 2233.00 Filter Blanket | | | 0090 665F000 100.000 EACH| 10.00000 1000.00| 5.00000 500.00| 10.00000 1000.00 Hay Bales | | | 0100 665J000 200.000 LF | 10.00000 2000.00| 5.00000 1000.00| 4.00000 800.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 6000.00000 6000.00| 3000.00000 3000.00| 17000.00000 17000.00 Engineering Controls | | | 0120 740B000 163.000 SQFT| 10.00000 1630.00| 14.00000 2282.00| 14.00000 2282.00 Construction Signs | | | 0130 740C000 35.000 SQFT| 20.00000 700.00| 45.00000 1575.00| 14.00000 490.00 Special Construction Signs | | | 0140 740F002 8.000 EACH| 250.00000 2000.00| 600.00000 4800.00| 275.00000 2200.00 Barricades, Type III | | | 0150 740I005 4.000 EACH| 100.00000 400.00| 300.00000 1200.00| 230.00000 920.00 Warning Lights, Type B (Detachable Head | | | 0160 998A000 LUMP| 0.00000 0.00| 9000.00000 9000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 9,000.00) | | | SECTION TOTALS | $ 346,520.65| $ 421,413.60| $ 461,904.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 346,520.65| $ 421,413.60| $ 461,904.15 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20060113020 COUNTIES : ETOWAH LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 20058 |( 5 ) 19037 |( ) |TALLEY CONSTRUCTION CO., IN |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 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre)(Approx. | | | 1 Acre) | | | 0020 214A000 2713.000 CUYD| 39.83000 108058.79| 38.00000 103094.00| Structure Excavation | | | 0030 214B001 258.000 CUYD| 36.08000 9308.64| 39.50000 10191.00| Foundation Backfill, Commercial | | | 0040 502A000 86481.000 LB | 0.94000 81292.14| 0.82000 70914.42| Steel Reinforcement | | | 0050 524A011 383.000 CUYD| 495.09000 189619.47| 450.00000 172350.00| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 51550.00000 51550.00| 60000.00000 60000.00| Mobilization | | | 0070 610C001 296.000 TON | 61.50000 18204.00| 30.00000 8880.00| Loose Riprap, Class 2 | | | 0080 610D000 319.000 SQYD| 4.50000 1435.50| 5.00000 1595.00| Filter Blanket | | | 0090 665F000 100.000 EACH| 13.00000 1300.00| 7.50000 750.00| Hay Bales | | | 0100 665J000 200.000 LF | 9.50000 1900.00| 6.50000 1300.00| Silt Fence, Type A | | | 0110 680A000 LUMP| 6250.00000 6250.00| 66500.00000 66500.00| Engineering Controls | | | 0120 740B000 163.000 SQFT| 28.50000 4645.50| 8.50000 1385.50| Construction Signs | | | 0130 740C000 35.000 SQFT| 42.00000 1470.00| 9.00000 315.00| Special Construction Signs | | | 0140 740F002 8.000 EACH| 375.00000 3000.00| 195.00000 1560.00| Barricades, Type III | | | 0150 740I005 4.000 EACH| 500.00000 2000.00| 250.00000 1000.00| Warning Lights, Type B (Detachable Head | | | 0160 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 9,000.00) | | | SECTION TOTALS | $ 484,034.04| $ 503,834.92| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 484,034.04| $ 503,834.92| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20060113021 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5400(215) for constructing the Bridge Replacement (Precast) on New Canaan Church Road at Blubber Creek west of Aliceville. Length 0.019 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16003 PHILLIPS CONTRACTING CO., INC. $ 237,509.00 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 265,994.00 111.9932% 3 18024 RACON, INC. $ 337,809.98 142.2304% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20060113021 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 07048 |( 3 ) 18024 |PHILLIPS CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., I |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 23000.00000 23000.00 Removal Of Old Bridge, Station 7+16.00 | | | 0020 210A000 620.000 CUYD| 5.00000 3100.00| 10.00000 6200.00| 3.00000 1860.00 Unclassified Excavation | | | 0030 502A000 96.000 LB | 3.00000 288.00| 1.50000 144.00| 6.00000 576.00 Steel Reinforcement | | | 0040 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0060 505M002 1120.000 LF | 35.00000 39200.00| 35.00000 39200.00| 42.00000 47040.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0070 507A000 2.000 EACH| 2968.00000 5936.00| 2000.00000 4000.00| 5200.00000 10400.00 Wire Rope Abutment Anchor Assembly | | | 0080 510A000 14.000 CUYD| 600.00000 8400.00| 500.00000 7000.00| 475.00000 6650.00 Bridge Substructure Concrete, Class A | | | 0090 511A000 44.000 EACH| 85.00000 3740.00| 100.00000 4400.00| 130.00000 5720.00 Elastomeric Bearings, Type 1 | | | 0100 512A014 2.000 EACH| 3500.00000 7000.00| 3350.00000 6700.00| 4000.00000 8000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0110 512B004 2.000 EACH| 3400.00000 6800.00| 3600.00000 7200.00| 3800.00000 7600.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0120 512C004 18.000 EACH| 2850.00000 51300.00| 3500.00000 63000.00| 3600.00000 64800.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0130 512C007 6.000 EACH| 3100.00000 18600.00| 3600.00000 21600.00| 4000.00000 24000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0140 512D002 4.000 EACH| 3200.00000 12800.00| 3500.00000 14000.00| 4000.00000 16000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20060113021 COUNTIES : PICKENS LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16003 |( 2 ) 07048 |( 3 ) 18024 |PHILLIPS CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., I |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D005 2.000 EACH| 3200.00000 6400.00| 3500.00000 7000.00| 4000.00000 8000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0160 512E000 16.000 EACH| 400.00000 6400.00| 500.00000 8000.00| 350.00000 5600.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0170 512F000 8.000 EACH| 525.00000 4200.00| 500.00000 4000.00| 525.00000 4200.00 Precast Concrete Wing Panels, Type W1 | | | 0180 512G000 4.000 EACH| 575.00000 2300.00| 600.00000 2400.00| 600.00000 2400.00 Precast Concrete Abutment Wing Cap | | | Panels | | | 0190 600A000 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 18500.00000 18500.00 Mobilization | | | 0200 610C001 530.000 TON | 30.00000 15900.00| 30.00000 15900.00| 35.00000 18550.00 Loose Riprap, Class 2 | | | 0210 610D003 495.000 SQYD| 3.00000 1485.00| 2.00000 990.00| 3.00000 1485.00 Filter Blanket, Geotextile | | | 0220 630A001 50.000 LF | 19.00000 950.00| 19.00000 950.00| 51.70000 2585.00 Steel Beam Guardrail, Class A, Type 2 | | | 0230 630C003 4.000 EACH| 1350.00000 5400.00| 1500.00000 6000.00| 2640.00000 10560.00 Guardrail End Anchor, Type 13 | | | 0240 630C070 4.000 EACH| 1700.00000 6800.00| 2000.00000 8000.00| 4015.00000 16060.00 Guardrail End Anchor, Type 10 Series | | | 0250 665F000 50.000 EACH| 8.00000 400.00| 10.00000 500.00| 6.50000 325.00 Hay Bales | | | 0260 665J000 100.000 LF | 5.00000 500.00| 10.00000 1000.00| 5.00000 500.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 3800.00000 3800.00| 5000.00000 5000.00| 15000.00000 15000.00 Engineering Controls | | | 0280 740B000 141.000 SQFT| 10.00000 1410.00| 10.00000 1410.00| 18.64000 2628.24 Construction Signs | | | 0290 740F002 8.000 EACH| 250.00000 2000.00| 250.00000 2000.00| 436.88000 3495.04 Barricades, Type III | | | 0300 740I005 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 337.85000 675.70 Warning Lights, Type B (Detachable Head | | | 0310 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 7600.00000 7600.00 Construction Fuel (Maximum Bid Limited | | | To $ 7,600.00) | | | SECTION TOTALS | $ 237,509.00| $ 265,994.00| $ 337,809.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 237,509.00| $ 265,994.00| $ 337,809.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20060113022 COUNTIES : PIKE LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5500(211) for constructing the Bridge Replacement (Precast) and Approaches on CR-13 at Boyd's Mill Creek northwest of Troy. Length 0.236 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 379,364.03 100.0000% 2 14008 NEWELL & BUSH, INC. $ 435,469.90 114.7895% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20060113022 COUNTIES : PIKE LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 14008 |( ) |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per | | | Acre)(Approximately 2 Acres) | | | 0020 206A000 LUMP| 50000.00000 50000.00| 55000.00000 55000.00| Removal Of Old Bridge, Station 9+73.96 | | | 0030 210A000 1652.000 CUYD| 8.00000 13216.00| 5.25000 8673.00| Unclassified Excavation | | | 0040 210D021 100.000 CUYD| 12.00000 1200.00| 20.00000 2000.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0050 230A000 12.000 RBST| 450.00000 5400.00| 500.00000 6000.00| Roadbed Processing | | | 0060 301A042 3268.000 SQYD| 5.00000 16340.00| 8.30000 27124.40| Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0070 401A000 2730.000 SQYD| 0.50000 1365.00| 0.55000 1501.50| Bituminous Treatment A | | | 0080 429A201 227.000 TON | 83.75000 19011.25| 90.00000 20430.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 502A001 40.000 LB | 2.00000 80.00| 1.00000 40.00| Steel Reinforcement (Grade 60) | | | 0100 505A032 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0110 505B102 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0120 505M002 925.000 LF | 24.95000 23078.75| 34.00000 31450.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0130 507A000 2.000 EACH| 2500.00000 5000.00| 2600.00000 5200.00| Wire Rope Abutment Anchor Assembly | | | 0140 510A000 9.000 CUYD| 300.00000 2700.00| 500.00000 4500.00| Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20060113022 COUNTIES : PIKE LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 14008 |( ) |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 511A000 30.000 EACH| 100.00000 3000.00| 75.00000 2250.00| Elastomeric Bearings, Type 1 | | | 0160 512A008 2.000 EACH| 3430.00000 6860.00| 3100.00000 6200.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-7" Deep By 28'-0" Long | | | 0170 512B003 1.000 EACH| 4015.00000 4015.00| 4000.00000 4000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 1'-7" Deep By 27'-6" Long | | | 0180 512C017 10.000 EACH| 5085.00000 50850.00| 4500.00000 45000.00| Precast Concrete Type 1 Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0190 512C025 4.000 EACH| 5420.00000 21680.00| 4500.00000 18000.00| Precast Concrete Type 2C Span Section, | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0200 512D030 4.000 EACH| 5125.00000 20500.00| 4000.00000 16000.00| Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long | | | 0210 512E001 8.000 EACH| 345.00000 2760.00| 500.00000 4000.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0220 512E002 12.000 EACH| 450.00000 5400.00| 450.00000 5400.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0230 512F001 3.000 EACH| 590.00000 1770.00| 1000.00000 3000.00| Precast Concrete Wing Panels, Type W2 | | | 0240 512F002 6.000 EACH| 775.00000 4650.00| 1200.00000 7200.00| Precast Concrete Wing Panels, Type W3 | | | 0250 512G000 3.000 EACH| 540.00000 1620.00| 770.00000 2310.00| Precast Concrete Abutment Wing Cap | | | Panels | | | 0260 600A000 LUMP| 43610.74000 43610.74| 65000.00000 65000.00| Mobilization | | | 0270 610C001 363.000 TON | 29.83000 10828.29| 35.00000 12705.00| Loose Riprap, Class 2 | | | 0280 610D003 285.000 SQYD| 2.50000 712.50| 4.00000 1140.00| Filter Blanket, Geotextile | | | 0290 630A001 50.000 LF | 14.50000 725.00| 16.00000 800.00| Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C003 4.000 EACH| 1350.00000 5400.00| 1700.00000 6800.00| Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20060113022 COUNTIES : PIKE LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 14008 |( ) |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 630C070 4.000 EACH| 1600.00000 6400.00| 1500.00000 6000.00| Guardrail End Anchor, Type 10 Series | | | 0320 650A000 507.000 CUYD| 8.50000 4309.50| 20.00000 10140.00| Topsoil | | | 0330 652A100 4.000 ACRE| 600.00000 2400.00| 600.00000 2400.00| Seeding | | | 0340 652C000 2.000 ACRE| 150.00000 300.00| 150.00000 300.00| Mowing | | | 0350 656A010 2.000 ACRE| 600.00000 1200.00| 600.00000 1200.00| Mulching | | | 0360 665F000 100.000 EACH| 8.00000 800.00| 20.00000 2000.00| Hay Bales | | | 0370 665J000 2274.000 LF | 3.50000 7959.00| 4.50000 10233.00| Silt Fence, Type A | | | 0380 665O001 2274.000 LF | 0.50000 1137.00| 1.00000 2274.00| Silt Fence Removal | | | 0390 680A000 LUMP| 3750.00000 3750.00| 6500.00000 6500.00| Engineering Controls | | | 0400 701A031 1.000 MILE| 2500.00000 2500.00| 3125.00000 3125.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0410 701A035 1.000 MILE| 2500.00000 2500.00| 3125.00000 3125.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0420 701A045 1.000 MILE| 1500.00000 1500.00| 1875.00000 1875.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0430 701C000 1.000 MILE| 1000.00000 1000.00| 1250.00000 1250.00| Broken Temporary Traffic Stripe | | | 0440 701C001 1.000 MILE| 1000.00000 1000.00| 1250.00000 1250.00| Solid Temporary Traffic Stripe | | | 0450 703A002 72.000 SQFT| 5.00000 360.00| 6.25000 450.00| Traffic Control Markings, Class 2, Type | | | A | | | 0460 703D001 72.000 SQFT| 2.00000 144.00| 2.50000 180.00| Temporary Traffic Control Markings | | | 0470 740B000 154.000 SQFT| 8.00000 1232.00| 11.00000 1694.00| Construction Signs | | | 0480 740F002 10.000 EACH| 185.00000 1850.00| 250.00000 2500.00| Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20060113022 COUNTIES : PIKE LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 14008 |( ) |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 740I005 5.000 EACH| 250.00000 1250.00| 250.00000 1250.00| Warning Lights, Type B (Detachable Head | | | 0500 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 14,600.00) | | | SECTION TOTALS | $ 379,364.03| $ 435,469.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 379,364.03| $ 435,469.90| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20060113024 COUNTIES : DALE LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACGBSTPNU-STPNU-CN06(201) for constructing the Resurfacing and Traffic Stripe on CR-69 from CR-7 to SR-105 northeast of Ozark. Length 3.736 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 377,345.50 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 421,569.60 111.7198% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20060113024 COUNTIES : DALE LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 610.000 CUYD| 9.75000 5947.50| 20.00000 12200.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 212A000 395.000 STA | 44.00000 17380.00| 48.86000 19299.70| Machine Grading Shoulders | | | 0030 405A000 1315.000 GAL | 2.00000 2630.00| 3.88000 5102.20| Tack Coat | | | 0040 429A200 3600.000 TON | 58.40000 210240.00| 64.82000 233352.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 200.000 TON | 48.00000 9600.00| 69.63000 13926.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B205 50.000 TON | 75.00000 3750.00| 109.66000 5483.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 429B212 986.000 TON | 58.50000 57681.00| 66.35000 65421.10| Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 600A000 LUMP| 24000.00000 24000.00| 21000.00000 21000.00| Mobilization | | | 0090 652A100 8.000 ACRE| 450.00000 3600.00| 495.00000 3960.00| Seeding | | | 0100 656A010 8.000 ACRE| 450.00000 3600.00| 375.00000 3000.00| Mulching | | | 0110 665F000 25.000 EACH| 6.00000 150.00| 10.00000 250.00| Hay Bales | | | 0120 665J000 300.000 LF | 4.60000 1380.00| 4.00000 1200.00| Silt Fence, Type A | | | 0130 665O001 300.000 LF | 0.50000 150.00| 0.20000 60.00| Silt Fence Removal | | | 0140 701A031 8.000 MILE| 1250.00000 10000.00| 1250.00000 10000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20060113024 COUNTIES : DALE LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A035 6.000 MILE| 1500.00000 9000.00| 1500.00000 9000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 3.000 MILE| 850.00000 2550.00| 850.00000 2550.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 5.000 MILE| 580.00000 2900.00| 580.00000 2900.00| Broken Temporary Traffic Stripe | | | 0180 701C001 11.000 MILE| 680.00000 7480.00| 680.00000 7480.00| Solid Temporary Traffic Stripe | | | 0190 703A002 80.000 SQFT| 5.00000 400.00| 5.00000 400.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703D001 40.000 SQFT| 2.00000 80.00| 2.00000 80.00| Temporary Traffic Control Markings | | | 0210 705A032 154.000 EACH| 5.00000 770.00| 5.00000 770.00| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 269.000 EACH| 5.00000 1345.00| 5.00000 1345.00| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 214.000 SQFT| 8.00000 1712.00| 7.90000 1690.60| Construction Signs | | | 0240 740O000 1.000 EACH| 1000.00000 1000.00| 1100.00000 1100.00| Pilot Car | | | 0250 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 16,000.00) | | | SECTION TOTALS | $ 377,345.50| $ 421,569.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 377,345.50| $ 421,569.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20060113025 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPNU-4920(200) for constructing the Resurfacing, Traffic Stripe and Drainage on CR-7 (Natchez Highway) from the Mississippi state line to Moffett Road (US-98). Length 3.422 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,674,484.60 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 1,709,227.13 102.0748% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060113025 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201B001 25.000 ACRE| 3000.00000 75000.00| 500.00000 12500.00| Selective Clearing | | | 0020 206D000 353.000 LF | 5.60000 1976.80| 5.25000 1853.25| Removing Pipe | | | 0030 206D002 170.000 LF | 4.50000 765.00| 4.20000 714.00| Removing Curb | | | 0040 206E000 5.000 EACH| 225.00000 1125.00| 210.00000 1050.00| Removing Headwalls | | | 0050 209A000 24.000 EACH| 175.00000 4200.00| 133.58000 3205.92| Mailbox Reset, Single | | | 0060 209A001 2.000 EACH| 230.00000 460.00| 190.14000 380.28| Mailbox Reset, Double | | | 0070 209A002 3.000 EACH| 380.00000 1140.00| 247.21000 741.63| Mailbox Reset, Multiple | | | 0080 210A000 4200.000 CUYD| 12.90000 54180.00| 15.85000 66570.00| Unclassified Excavation | | | 0090 210D012 7629.000 CUYD| 14.50000 110620.50| 15.21000 116037.09| Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0100 214A000 300.000 CUYD| 13.50000 4050.00| 12.60000 3780.00| Structure Excavation | | | 0110 214B000 243.000 CUYD| 20.00000 4860.00| 18.90000 4592.70| Foundation Backfill, Local | | | 0120 214B001 90.000 CUYD| 45.00000 4050.00| 40.95000 3685.50| Foundation Backfill, Commercial | | | 0130 301A004 208.000 SQYD| 21.50000 4472.00| 20.64000 4293.12| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0140 405A000 7210.000 GAL | 1.25000 9012.50| 1.21000 8724.10| Tack Coat | | | 0150 408A052 2000.000 SQYD| 3.70000 7400.00| 2.77000 5540.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0160 429A220 4000.000 TON | 56.50000 226000.00| 56.59000 226360.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0170 429B225 100.000 TON | 100.00000 10000.00| 79.76000 7976.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060113025 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 429B228 10306.000 TON | 55.00000 566830.00| 54.99000 566726.94| Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0190 429B232 1975.000 TON | 60.00000 118500.00| 54.38000 107400.50| Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0200 430B003 300.000 TON | 45.00000 13500.00| 33.63000 10089.00| Aggregate Surfacing (ALDOT #57) | | | 0210 530A002 144.000 LF | 65.00000 9360.00| 59.85000 8618.40| 24" Roadway Pipe (Class 3 R.C.) | | | 0220 530A004 168.000 LF | 100.00000 16800.00| 95.55000 16052.40| 36" Roadway Pipe (Class 3 R.C.) | | | 0230 530B012 24.000 LF | 70.00000 1680.00| 64.05000 1537.20| 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0240 533A098 64.000 LF | 52.00000 3328.00| 48.30000 3091.20| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0250 535A078 64.000 LF | 45.00000 2880.00| 43.05000 2755.20| 15" Side Drain Pipe (Class 3 R.C.) | | | 0260 600A000 LUMP| 140000.00000 140000.00| 195121.11000 195121.11| Mobilization | | | 0270 610C001 80.000 TON | 47.00000 3760.00| 44.10000 3528.00| Loose Riprap, Class 2 | | | 0280 610D003 100.000 SQYD| 6.15000 615.00| 5.78000 578.00| Filter Blanket, Geotextile | | | 0290 618B002 118.000 SQYD| 50.00000 5900.00| 47.25000 5575.50| Concrete Driveway, 6" Thick | | | 0300 619A003 1.000 EACH| 925.00000 925.00| 866.25000 866.25| 24" Roadway Pipe End Treatment, Class 1 | | | 0310 619A005 2.000 EACH| 1120.00000 2240.00| 1050.00000 2100.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0320 619A100 4.000 EACH| 785.00000 3140.00| 735.00000 2940.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619A101 2.000 EACH| 900.00000 1800.00| 840.00000 1680.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060113025 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 619A202 2.000 EACH| 1795.00000 3590.00| 1680.00000 3360.00| 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0350 619A204 2.000 EACH| 2355.00000 4710.00| 2205.00000 4410.00| 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0360 619B016 3.000 EACH| 950.00000 2850.00| 892.50000 2677.50| 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0370 620A000 4.000 CUYD| 800.00000 3200.00| 735.00000 2940.00| Minor Structure Concrete | | | 0380 621C030 1.000 EACH| 3140.00000 3140.00| 2940.00000 2940.00| Inlets, Type "Special" | | | 0390 623B000 133.000 LF | 28.00000 3724.00| 26.25000 3491.25| Concrete Curb, Type N | | | 0400 623B001 8.000 LF | 67.00000 536.00| 63.00000 504.00| Concrete Curb, Type N Special | | | 0410 650A000 5355.000 CUYD| 16.50000 88357.50| 15.79000 84555.45| Topsoil | | | 0420 652A100 13.000 ACRE| 633.00000 8229.00| 600.00000 7800.00| Seeding | | | 0430 652C000 25.000 ACRE| 53.00000 1325.00| 45.00000 1125.00| Mowing | | | 0440 654A001 290.000 SQYD| 5.25000 1522.50| 4.95000 1435.50| Solid Sodding (Bermuda) | | | 0450 656A010 13.000 ACRE| 525.00000 6825.00| 600.00000 7800.00| Mulching | | | 0460 665A000 39.000 ACRE| 420.00000 16380.00| 500.00000 19500.00| Temporary Seeding | | | 0470 665B000 39.000 ACRE| 525.00000 20475.00| 500.00000 19500.00| Temporary Mulching | | | 0480 665F000 300.000 EACH| 6.30000 1890.00| 7.12000 2136.00| Hay Bales | | | 0490 665J000 5000.000 LF | 3.70000 18500.00| 4.07000 20350.00| Silt Fence, Type A | | | 0500 665O001 5000.000 LF | 0.55000 2750.00| 2.75000 13750.00| Silt Fence Removal | | | 0510 665Q001 1000.000 LF | 8.45000 8450.00| 8.82000 8820.00| 20 Inch Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20060113025 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 680A000 LUMP| 10000.00000 10000.00| 55162.66000 55162.66| Engineering Controls | | | 0530 701A028 7.000 MILE| 1800.00000 12600.00| 1695.00000 11865.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0540 701A046 2.000 MILE| 1060.00000 2120.00| 995.00000 1990.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0550 701A048 4.000 MILE| 2125.00000 8500.00| 1995.00000 7980.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0560 701C000 4.000 MILE| 660.00000 2640.00| 620.00000 2480.00| Broken Temporary Traffic Stripe | | | 0570 701C001 20.000 MILE| 735.00000 14700.00| 690.00000 13800.00| Solid Temporary Traffic Stripe | | | 0580 703A002 124.000 SQFT| 5.30000 657.20| 5.00000 620.00| Traffic Control Markings, Class 2, Type | | | A | | | 0590 703D002 248.000 SQFT| 2.15000 533.20| 2.00000 496.00| Temporary Traffic Control Markings | | | (Paint) | | | 0600 705A032 100.000 EACH| 5.30000 530.00| 5.00000 500.00| Pavement Markers, Class A-H, Type 1-B | | | 0610 705A037 500.000 EACH| 5.30000 2650.00| 5.00000 2500.00| Pavement Markers, Class A-H, Type 2-D | | | 0620 705A039 100.000 EACH| 5.30000 530.00| 5.00000 500.00| Pavement Markers, Class A-H, Type 2-A | | | 0630 740B000 431.000 SQFT| 8.40000 3620.40| 11.08000 4775.48| Construction Signs | | | 0640 740D000 100.000 EACH| 55.00000 5500.00| 25.00000 2500.00| Channelizing Drums | | | 0650 740E000 150.000 EACH| 11.20000 1680.00| 1.00000 150.00| Cones (36 Inches High) | | | 0660 740M001 150.000 EACH| 8.00000 1200.00| 1.00000 150.00| Ballast For Cone | | | 0670 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 68,000.00) | | | SECTION TOTALS | $ 1,674,484.60| $ 1,709,227.13| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,674,484.60| $ 1,709,227.13| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20060113028 COUNTIES : ELMORE LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ASAP-STPOA-2601(200) for constructing the Planing, Resurfacing and Traffic Stripe on CR-4 from CR-8 to Mitchell Creek Road southeast of Wetumpka. Length 6.558 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 863,447.45 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 918,780.98 106.4084% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 987,514.12 114.3688% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20060113028 COUNTIES : ELMORE LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 608.000 LF | 3.00000 1824.00| 3.00000 1824.00| 2.80000 1702.40 Removing Guardrail | | | 0020 405A000 7993.000 GAL | 0.70000 5595.10| 1.26000 10071.18| 1.00000 7993.00 Tack Coat | | | 0030 408A052 1321.000 SQYD| 1.75000 2311.75| 5.00000 6605.00| 8.75000 11558.75 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 1502.000 SQYD| 2.40000 3604.80| 5.00000 7510.00| 8.20000 12316.40 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 424A356 3908.000 TON | 41.50000 162182.00| 48.50000 189538.00| 44.60000 174296.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A358 2665.000 TON | 38.25000 101936.25| 35.25000 93941.25| 42.50000 113262.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B650 9770.000 TON | 36.25000 354162.50| 41.25000 403012.50| 38.75000 378587.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B655 100.000 TON | 75.00000 7500.00| 45.00000 4500.00| 55.00000 5500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 428C000 34632.000 LF | 0.15000 5194.80| 0.10000 3463.20| 0.28000 9696.96 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 430B043 2598.000 TON | 24.75000 64300.50| 18.95000 49232.10| 29.20000 75861.60 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0110 600A000 LUMP| 19600.00000 19600.00| 11500.00000 11500.00| 64000.00000 64000.00 Mobilization | | | 0120 630A001 400.000 LF | 14.50000 5800.00| 14.50000 5800.00| 13.63000 5452.00 Steel Beam Guardrail, Class A, Type 2 | | | 0130 630A004 608.000 LF | 21.00000 12768.00| 21.00000 12768.00| 19.74000 12001.92 Steel Beam Guardrail, Class B, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20060113028 COUNTIES : ELMORE LETTING DATE : 01/13/06 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 01087 |( 3 ) 23024 |ASPHALT CONTRACTORS, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630C022 16.000 EACH| 1175.00000 18800.00| 1175.00000 18800.00| 1104.50000 17672.00 Guardrail End Anchor, Type Special | | | 0150 630C070 16.000 EACH| 1475.00000 23600.00| 1475.00000 23600.00| 1386.50000 22184.00 Guardrail End Anchor, Type 10 Series | | | 0160 701A031 14.000 MILE| 1280.00000 17920.00| 1280.00000 17920.00| 1216.00000 17024.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0170 701A035 9.000 MILE| 1550.00000 13950.00| 1550.00000 13950.00| 1472.50000 13252.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701A045 4.000 MILE| 880.00000 3520.00| 880.00000 3520.00| 836.00000 3344.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701B005 800.000 LF | 1.00000 800.00| 1.00000 800.00| 0.95000 760.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0200 701C000 12.000 MILE| 620.00000 7440.00| 620.00000 7440.00| 589.00000 7068.00 Broken Temporary Traffic Stripe | | | 0210 701C001 27.000 MILE| 690.00000 18630.00| 690.00000 18630.00| 655.50000 17698.50 Solid Temporary Traffic Stripe | | | 0220 703A002 866.000 SQFT| 3.25000 2814.50| 3.25000 2814.50| 3.09000 2675.94 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 135.000 SQFT| 3.75000 506.25| 3.75000 506.25| 3.56000 480.60 Traffic Control Legends, Class 2, Type | | | 0240 705A032 191.000 EACH| 5.00000 955.00| 5.00000 955.00| 4.75000 907.25 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 650.000 EACH| 5.00000 3250.00| 5.00000 3250.00| 4.75000 3087.50 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 204.000 SQFT| 8.00000 1632.00| 7.50000 1530.00| 7.50000 1530.00 Construction Signs | | | 0270 740E000 50.000 EACH| 8.00000 400.00| 1.00000 50.00| 1.00000 50.00 Cones (36 Inches High) | | | 0280 740M001 50.000 EACH| 0.00000 0.00| 1.00000 50.00| 1.00000 50.00 Ballast For Cone | | | 0290 740O000 1.000 EACH| 2450.00000 2450.00| 5200.00000 5200.00| 2500.00000 2500.00 Pilot Car | | | 0300 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 40,000.00) | | | SECTION TOTALS | $ 863,447.45| $ 918,780.98| $ 987,514.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 863,447.45| $ 918,780.98| $ 987,514.12 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20060113031 COUNTIES : BIBB LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-0219(500) for constructing the Grade, Pavement and Bridge Removal on SR-219 at the abandoned G M & O Railroad in Centreville. Length 0.378 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 453,729.47 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 491,762.80 108.3824% 3 16048 WALKER PATTON COMPANY, INC. $ 498,674.94 109.9058% 4 20050 TOMLIN CONSTRUCTION, LLC $ 508,491.49 112.0693% 5 23070 WINSTON CONTRACTING, L.L.C. $ 540,551.79 119.1353% 6 08077 HASTINGS GENERAL CONTRACTING, INC. $ 615,233.30 135.5947% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060113031 COUNTIES : BIBB LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 07048 |( 3 ) 16048 |RACON, INC. |GLASGOW CONSTRUCTION CO., I |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 16000.00000 16000.00| 16000.00000 16000.00| 16000.00000 16000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000 per | | | acre)(Approximately 4 Acres) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 51384.00000 51384.00 Removal Of Old Bridge, Station 425+42 | | | 0030 206D001 370.000 LF | 6.60000 2442.00| 6.00000 2220.00| 7.51000 2778.70 Removing Guardrail | | | 0040 210A000 16764.000 CUYD| 1.38000 23134.32| 4.00000 67056.00| 5.50000 92202.00 Unclassified Excavation | | | 0050 230A000 11.000 RBST| 1000.00000 11000.00| 600.00000 6600.00| 827.45000 9101.95 Roadbed Processing | | | 0060 301A008 1471.000 SQYD| 8.00000 11768.00| 8.00000 11768.00| 6.83000 10046.93 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0070 301A012 4171.000 SQYD| 8.00000 33368.00| 8.00000 33368.00| 7.26000 30281.46 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 305B060 200.000 TON | 25.00000 5000.00| 30.00000 6000.00| 25.00000 5000.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone 1" Down, For | | | 0090 401A000 3189.000 SQYD| 0.77000 2455.53| 0.70000 2232.30| 0.60000 1913.40 Bituminous Treatment A | | | 0100 401B116 981.000 SQYD| 5.50000 5395.50| 5.00000 4905.00| 15.75000 15450.75 Bituminous Treatment AKG, RS-2 (With | | | Polymer Additive) | | | 0110 405A000 409.000 GAL | 2.20000 899.80| 2.00000 818.00| 2.75000 1124.75 Tack Coat | | | 0120 424A361 438.000 TON | 79.75000 34930.50| 72.50000 31755.00| 55.00000 24090.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A364 50.000 TON | 93.50000 4675.00| 85.00000 4250.00| 125.00000 6250.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424A367 50.000 TON | 79.75000 3987.50| 72.50000 3625.00| 78.00000 3900.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060113031 COUNTIES : BIBB LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 07048 |( 3 ) 16048 |RACON, INC. |GLASGOW CONSTRUCTION CO., I |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A370 50.000 TON | 82.50000 4125.00| 75.00000 3750.00| 90.00000 4500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B651 390.000 TON | 77.00000 30030.00| 70.00000 27300.00| 51.00000 19890.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B655 50.000 TON | 93.50000 4675.00| 85.00000 4250.00| 125.00000 6250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B659 50.000 TON | 77.00000 3850.00| 70.00000 3500.00| 75.00000 3750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B662 50.000 TON | 82.50000 4125.00| 75.00000 3750.00| 85.00000 4250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B681 442.000 TON | 77.00000 34034.00| 70.00000 30940.00| 50.00000 22100.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 600A000 LUMP| 25000.00000 25000.00| 70000.00000 70000.00| 38800.00000 38800.00 Mobilization | | | 0220 602A000 15.000 EACH| 105.00000 1575.00| 100.00000 1500.00| 150.00000 2250.00 Right Of Way Markers | | | 0230 606A000 500.000 LF | 9.71000 4855.00| 10.00000 5000.00| 11.00000 5500.00 6" Underdrain Pipe | | | 0240 630A001 1788.000 LF | 17.60000 31468.80| 16.00000 28608.00| 16.00000 28608.00 Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C050 1.000 EACH| 2090.00000 2090.00| 2100.00000 2100.00| 2200.00000 2200.00 Guardrail End Anchor, Type 20 Series | | | 0260 630C070 3.000 EACH| 1870.00000 5610.00| 1700.00000 5100.00| 1800.00000 5400.00 Guardrail End Anchor, Type 10 Series | | | 0270 650A000 487.000 CUYD| 15.00000 7305.00| 10.00000 4870.00| 10.00000 4870.00 Topsoil | | | 0280 650B000 500.000 CUYD| 6.00000 3000.00| 5.00000 2500.00| 6.00000 3000.00 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060113031 COUNTIES : BIBB LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 07048 |( 3 ) 16048 |RACON, INC. |GLASGOW CONSTRUCTION CO., I |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 652A100 2.000 ACRE| 904.00000 1808.00| 800.00000 1600.00| 660.00000 1320.00 Seeding | | | 0300 652C000 4.000 ACRE| 112.00000 448.00| 150.00000 600.00| 16.00000 64.00 Mowing | | | 0310 654A001 898.000 SQYD| 5.06000 4543.88| 6.00000 5388.00| 5.50000 4939.00 Solid Sodding (Bermuda) | | | 0320 656A010 4.000 ACRE| 678.00000 2712.00| 800.00000 3200.00| 590.00000 2360.00 Mulching | | | 0330 659A010 4000.000 SQYD| 2.00000 8000.00| 2.75000 11000.00| 1.61000 6440.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0340 665A000 2.000 ACRE| 540.00000 1080.00| 600.00000 1200.00| 250.00000 500.00 Temporary Seeding | | | 0350 665B000 2.000 ACRE| 535.50000 1071.00| 600.00000 1200.00| 525.00000 1050.00 Temporary Mulching | | | 0360 665I000 40.000 TON | 50.00000 2000.00| 30.00000 1200.00| 30.00000 1200.00 Temporary Riprap, Class 2 | | | 0370 665J000 4200.000 LF | 2.85000 11970.00| 5.00000 21000.00| 3.50000 14700.00 Silt Fence, Type A | | | 0380 665N001 25.000 TON | 50.00000 1250.00| 30.00000 750.00| 30.00000 750.00 Temporary Coarse Aggregate, ALDOT | | | Number 4 | | | 0390 665O001 4200.000 LF | 1.50000 6300.00| 2.00000 8400.00| 0.60000 2520.00 Silt Fence Removal | | | 0400 665Q001 50.000 LF | 7.00000 350.00| 10.00000 500.00| 7.00000 350.00 20 Inch Wattle | | | 0410 666A001 4.000 ACRE| 65.00000 260.00| 100.00000 400.00| 51.00000 204.00 Pest Control Treatment | | | 0420 680A000 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 15000.00000 15000.00 Engineering Controls | | | 0430 701A028 1.000 MILE| 1485.00000 1485.00| 2800.00000 2800.00| 1450.00000 1450.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0440 701A048 1.000 MILE| 1925.00000 1925.00| 2800.00000 2800.00| 1950.00000 1950.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0450 703A002 179.000 SQFT| 2.75000 492.25| 5.00000 895.00| 3.00000 537.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060113031 COUNTIES : BIBB LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 07048 |( 3 ) 16048 |RACON, INC. |GLASGOW CONSTRUCTION CO., I |WALKER PATTON COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 703D001 72.000 SQFT| 1.38000 99.36| 2.00000 144.00| 1.75000 126.00 Temporary Traffic Control Markings | | | 0470 705A037 53.000 EACH| 5.50000 291.50| 7.50000 397.50| 6.00000 318.00 Pavement Markers, Class A-H, Type 2-D | | | 0480 710A115 33.000 SQFT| 15.75000 519.75| 16.00000 528.00| 15.50000 511.50 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0490 710A126 11.000 SQFT| 16.92000 186.12| 20.00000 220.00| 17.50000 192.50 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0500 710A141 35.000 SQFT| 18.67000 653.45| 25.00000 875.00| 20.00000 700.00 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge (Type III Background) | | | 0510 710B001 154.000 LF | 8.75000 1347.50| 10.00000 1540.00| 8.00000 1232.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0520 740B000 376.000 SQFT| 8.46000 3180.96| 10.00000 3760.00| 9.00000 3384.00 Construction Signs | | | 0530 740D000 25.000 EACH| 58.35000 1458.75| 80.00000 2000.00| 65.00000 1625.00 Channelizing Drums | | | 0540 740F002 16.000 EACH| 215.90000 3454.40| 250.00000 4000.00| 220.00000 3520.00 Barricades, Type III | | | 0550 740I005 8.000 EACH| 99.20000 793.60| 200.00000 1600.00| 105.00000 840.00 Warning Lights, Type B (Detachable Head | | | 0560 998A000 LUMP| 39250.00000 39250.00| 0.00000 0.00| 10000.00000 10000.00 Construction Fuel (Maximum Bid Limited | | | To $ 39,250.00) | | | SECTION TOTALS | $ 453,729.47| $ 491,762.80| $ 498,674.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 453,729.47| $ 491,762.80| $ 498,674.94 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 031 -6 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060113031 COUNTIES : BIBB LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23070 |( 6 ) 08077 |TOMLIN CONSTRUCTION, LLC |WINSTON CONTRACTING, L.L.C. |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 16000.00000 16000.00| 16000.00000 16000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000 per | | | acre)(Approximately 4 Acres) | | | 0020 206A000 LUMP| 68900.00000 68900.00| 100000.00000 100000.00| 60000.00000 60000.00 Removal Of Old Bridge, Station 425+42 | | | 0030 206D001 370.000 LF | 4.89000 1809.30| 6.35000 2349.50| 6.00000 2220.00 Removing Guardrail | | | 0040 210A000 16764.000 CUYD| 3.53000 59176.92| 3.25000 54483.00| 7.00000 117348.00 Unclassified Excavation | | | 0050 230A000 11.000 RBST| 883.33000 9716.63| 725.00000 7975.00| 600.00000 6600.00 Roadbed Processing | | | 0060 301A008 1471.000 SQYD| 6.25000 9193.75| 12.00000 17652.00| 6.00000 8826.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0070 301A012 4171.000 SQYD| 6.50000 27111.50| 8.50000 35453.50| 6.00000 25026.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 305B060 200.000 TON | 50.00000 10000.00| 20.00000 4000.00| 18.00000 3600.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone 1" Down, For | | | 0090 401A000 3189.000 SQYD| 0.50000 1594.50| 0.53000 1690.17| 0.45000 1435.05 Bituminous Treatment A | | | 0100 401B116 981.000 SQYD| 12.48000 12242.88| 6.83000 6700.23| 14.50000 14224.50 Bituminous Treatment AKG, RS-2 (With | | | Polymer Additive) | | | 0110 405A000 409.000 GAL | 0.51000 208.59| 2.65000 1083.85| 1.15000 470.35 Tack Coat | | | 0120 424A361 438.000 TON | 52.53000 23008.14| 55.06000 24116.28| 67.50000 29565.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0130 424A364 50.000 TON | 126.26000 6313.00| 132.36000 6618.00| 103.50000 5175.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424A367 50.000 TON | 78.79000 3939.50| 82.59000 4129.50| 82.80000 4140.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 031 -7 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060113031 COUNTIES : BIBB LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23070 |( 6 ) 08077 |TOMLIN CONSTRUCTION, LLC |WINSTON CONTRACTING, L.L.C. |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424A370 50.000 TON | 90.91000 4545.50| 95.30000 4765.00| 83.90000 4195.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B651 390.000 TON | 48.48000 18907.20| 50.83000 19823.70| 60.70000 23673.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 424B655 50.000 TON | 126.26000 6313.00| 132.36000 6618.00| 97.25000 4862.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B659 50.000 TON | 75.76000 3788.00| 79.42000 3971.00| 76.65000 3832.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B662 50.000 TON | 85.86000 4293.00| 90.01000 4500.50| 78.85000 3942.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B681 442.000 TON | 47.47000 20981.74| 49.77000 21998.34| 61.20000 27050.40 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0210 600A000 LUMP| 79221.05000 79221.05| 60000.00000 60000.00| 52860.00000 52860.00 Mobilization | | | 0220 602A000 15.000 EACH| 135.39000 2030.85| 160.00000 2400.00| 400.00000 6000.00 Right Of Way Markers | | | 0230 606A000 500.000 LF | 12.18000 6090.00| 6.45000 3225.00| 9.00000 4500.00 6" Underdrain Pipe | | | 0240 630A001 1788.000 LF | 17.17000 30699.96| 16.94000 30288.72| 22.00000 39336.00 Steel Beam Guardrail, Class A, Type 2 | | | 0250 630C050 1.000 EACH| 2222.22000 2222.22| 2170.72000 2170.72| 4000.00000 4000.00 Guardrail End Anchor, Type 20 Series | | | 0260 630C070 3.000 EACH| 1818.18000 5454.54| 1747.17000 5241.51| 2000.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0270 650A000 487.000 CUYD| 7.24000 3525.88| 10.00000 4870.00| 8.00000 3896.00 Topsoil | | | 0280 650B000 500.000 CUYD| 4.42000 2210.00| 6.00000 3000.00| 7.00000 3500.00 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 031 -8 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060113031 COUNTIES : BIBB LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23070 |( 6 ) 08077 |TOMLIN CONSTRUCTION, LLC |WINSTON CONTRACTING, L.L.C. |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 652A100 2.000 ACRE| 530.00000 1060.00| 1200.00000 2400.00| 800.00000 1600.00 Seeding | | | 0300 652C000 4.000 ACRE| 58.89000 235.56| 75.00000 300.00| 50.00000 200.00 Mowing | | | 0310 654A001 898.000 SQYD| 3.53000 3169.94| 5.30000 4759.40| 5.00000 4490.00 Solid Sodding (Bermuda) | | | 0320 656A010 4.000 ACRE| 530.00000 2120.00| 500.00000 2000.00| 1200.00000 4800.00 Mulching | | | 0330 659A010 4000.000 SQYD| 2.80000 11200.00| 2.15000 8600.00| 7.00000 28000.00 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0340 665A000 2.000 ACRE| 530.00000 1060.00| 500.00000 1000.00| 400.00000 800.00 Temporary Seeding | | | 0350 665B000 2.000 ACRE| 530.00000 1060.00| 500.00000 1000.00| 500.00000 1000.00 Temporary Mulching | | | 0360 665I000 40.000 TON | 30.62000 1224.80| 25.00000 1000.00| 40.00000 1600.00 Temporary Riprap, Class 2 | | | 0370 665J000 4200.000 LF | 3.26000 13692.00| 3.25000 13650.00| 4.00000 16800.00 Silt Fence, Type A | | | 0380 665N001 25.000 TON | 32.98000 824.50| 25.00000 625.00| 25.00000 625.00 Temporary Coarse Aggregate, ALDOT | | | Number 4 | | | 0390 665O001 4200.000 LF | 2.18000 9156.00| 1.15000 4830.00| 1.00000 4200.00 Silt Fence Removal | | | 0400 665Q001 50.000 LF | 7.31000 365.50| 7.50000 375.00| 12.00000 600.00 20 Inch Wattle | | | 0410 666A001 4.000 ACRE| 100.00000 400.00| 95.00000 380.00| 50.00000 200.00 Pest Control Treatment | | | 0420 680A000 LUMP| 7950.00000 7950.00| 25000.00000 25000.00| 15000.00000 15000.00 Engineering Controls | | | 0430 701A028 1.000 MILE| 1363.64000 1363.64| 1429.50000 1429.50| 1350.00000 1350.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0440 701A048 1.000 MILE| 1767.68000 1767.68| 1853.05000 1853.05| 1750.00000 1750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0450 703A002 179.000 SQFT| 2.53000 452.87| 2.65000 474.35| 2.50000 447.50 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 031 -9 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20060113031 COUNTIES : BIBB LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 20050 |( 5 ) 23070 |( 6 ) 08077 |TOMLIN CONSTRUCTION, LLC |WINSTON CONTRACTING, L.L.C. |HASTINGS GENERAL CONTRACTING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 703D001 72.000 SQFT| 1.26000 90.72| 1.32000 95.04| 1.25000 90.00 Temporary Traffic Control Markings | | | 0470 705A037 53.000 EACH| 5.05000 267.65| 5.29000 280.37| 5.00000 265.00 Pavement Markers, Class A-H, Type 2-D | | | 0480 710A115 33.000 SQFT| 14.45000 476.85| 15.21000 501.93| 16.00000 528.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0490 710A126 11.000 SQFT| 15.53000 170.83| 16.33000 179.63| 20.00000 220.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 0500 710A141 35.000 SQFT| 17.13000 599.55| 18.02000 630.70| 25.00000 875.00 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge (Type III Background) | | | 0510 710B001 154.000 LF | 8.03000 1236.62| 8.45000 1301.30| 6.00000 924.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0520 740B000 376.000 SQFT| 8.57000 3222.32| 13.00000 4888.00| 16.00000 6016.00 Construction Signs | | | 0530 740D000 25.000 EACH| 58.89000 1472.25| 75.00000 1875.00| 85.00000 2125.00 Channelizing Drums | | | 0540 740F002 16.000 EACH| 198.08000 3169.28| 250.00000 4000.00| 500.00000 8000.00 Barricades, Type III | | | 0550 740I005 8.000 EACH| 85.66000 685.28| 250.00000 2000.00| 400.00000 3200.00 Warning Lights, Type B (Detachable Head | | | 0560 998A000 LUMP| 500.00000 500.00| 0.00000 0.00| 39250.00000 39250.00 Construction Fuel (Maximum Bid Limited | | | To $ 39,250.00) | | | SECTION TOTALS | $ 508,491.49| $ 540,551.79| $ 615,233.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 508,491.49| $ 540,551.79| $ 615,233.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20060113034 COUNTIES : TUSCALOOSA LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 CONTRACT TIME : 175 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-6300(205) for constructing the Bridge Replacement on Brownville Pike Road at the Sipsey River relief west of Brownville. Length 0.038 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 677,975.15 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 768,427.10 113.3415% 3 13099 MCINNIS, LLC $ 898,295.50 132.4968% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060113034 COUNTIES : TUSCALOOSA LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 13099 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) | | | (Approx. 1 Acre) | | | 0020 206A000 LUMP| 28000.00000 28000.00| 10000.00000 10000.00| 18000.00000 18000.00 Removal Of Old Bridge, Station 70+89.92 | | | 0030 210A000 1492.000 CUYD| 0.00000 0.00| 7.00000 10444.00| 10.00000 14920.00 Unclassified Excavation | | | 0040 502A001 23584.000 LB | 0.89000 20989.76| 0.65000 15329.60| 1.25000 29480.00 Steel Reinforcement (Grade 60) | | | 0050 502B000 LUMP| 50000.00000 50000.00| 35000.00000 35000.00| 50000.00000 50000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 69+50, Approx. | | | 47806 Lbs. | | | 0060 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0070 505A036 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 14x73)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0080 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0090 505B106 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73) | | | (Maximum Bid Limited To $2000 Per Each | | | Loading Test) | | | 0100 505M002 783.000 LF | 42.00000 32886.00| 35.00000 27405.00| 36.00000 28188.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0110 505M004 1700.000 LF | 58.00000 98600.00| 45.00000 76500.00| 41.00000 69700.00 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0120 508A000 9803.000 LB | 3.40000 33330.20| 5.00000 49015.00| 6.50000 63719.50 Structural Steel | | | 0130 510A000 163.000 CUYD| 475.00000 77425.00| 500.00000 81500.00| 675.00000 110025.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20060113034 COUNTIES : TUSCALOOSA LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 13099 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 510C051 LUMP| 90000.00000 90000.00| 175000.00000 175000.00| 200000.00000 200000.00 Bridge Concrete Superstructure, Sta. | | | 69+50, Approx. 184 Cu Yd | | | 0150 510E000 544.000 SQYD| 6.00000 3264.00| 6.00000 3264.00| 10.00000 5440.00 Grooving Concrete Bridge Decks | | | 0160 511A001 48.000 EACH| 113.00000 5424.00| 300.00000 14400.00| 150.00000 7200.00 Elastomeric Bearings, Type 2 | | | 0170 513B003 798.000 LF | 90.00000 71820.00| 110.00000 87780.00| 78.00000 62244.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0180 600A000 LUMP| 30500.00000 30500.00| 68000.00000 68000.00| 80000.00000 80000.00 Mobilization | | | 0190 610C001 1780.000 TON | 28.00000 49840.00| 25.00000 44500.00| 35.00000 62300.00 Loose Riprap, Class 2 | | | 0200 610D000 1204.000 SQYD| 2.75000 3311.00| 2.50000 3010.00| 3.50000 4214.00 Filter Blanket | | | 0210 630A001 50.000 LF | 19.80000 990.00| 27.50000 1375.00| 30.00000 1500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0220 630C003 4.000 EACH| 1320.00000 5280.00| 1750.00000 7000.00| 2000.00000 8000.00 Guardrail End Anchor, Type 13 | | | 0230 630C070 4.000 EACH| 1815.00000 7260.00| 1650.00000 6600.00| 1850.00000 7400.00 Guardrail End Anchor, Type 10 Series | | | 0240 665F000 110.000 EACH| 6.30000 693.00| 4.00000 440.00| 10.00000 1100.00 Hay Bales | | | 0250 665I000 160.000 TON | 38.00000 6080.00| 30.00000 4800.00| 40.00000 6400.00 Temporary Riprap, Class 2 | | | 0260 665J000 1230.000 LF | 2.90000 3567.00| 5.00000 6150.00| 10.00000 12300.00 Silt Fence, Type A | | | 0270 665O001 1230.000 LF | 1.88000 2312.40| 1.00000 1230.00| 1.00000 1230.00 Silt Fence Removal | | | 0280 680A000 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 35000.00000 35000.00 Engineering Controls | | | 0290 740B000 109.000 SQFT| 8.45000 921.05| 10.50000 1144.50| 15.00000 1635.00 Construction Signs | | | 0300 740F002 12.000 EACH| 215.52000 2586.24| 245.00000 2940.00| 350.00000 4200.00 Barricades, Type III | | | 0310 740I005 6.000 EACH| 524.25000 3145.50| 600.00000 3600.00| 350.00000 2100.00 Warning Lights, Type B (Detachable Head | | | 0320 998A000 LUMP| 17750.00000 17750.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 17,750.00) | | | SECTION TOTALS | $ 677,975.15| $ 768,427.10| $ 898,295.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 677,975.15| $ 768,427.10| $ 898,295.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20060113038 COUNTIES : GENEVA LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-0027(501) for constructing the Planing, Resurfacing and Traffic Stripe on SR-27 from CR-8 in Geneva to the Coffee county line. Length 9.326 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,487,584.77 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,515,536.78 101.8790% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060113038 COUNTIES : GENEVA LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 95.00000 95.00| 195.00000 195.00| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 125.00000 125.00| 240.00000 240.00| Mailbox Reset, Double | | | 0030 210D015 7296.000 CUYD| 2.50000 18240.00| 5.25000 38304.00| Borrow Excavation (A-4) (Loose Truckbed | | | Measurement) | | | 0040 212A000 980.000 STA | 30.00000 29400.00| 33.50000 32830.00| Machine Grading Shoulders | | | 0050 401B100 131321.000 SQYD| 0.88000 115562.48| 1.00000 131321.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 4871.000 GAL | 0.25000 1217.75| 1.00000 4871.00| Tack Coat | | | 0070 408A052 133517.000 SQYD| 0.78000 104143.26| 0.58000 77439.86| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 424A361 13936.000 TON | 49.85000 694709.60| 54.98000 766201.28| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 1000.000 TON | 40.00000 40000.00| 50.00000 50000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B663 3831.000 TON | 48.95000 187527.45| 51.00000 195381.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 119000.00000 119000.00| 53100.00000 53100.00| Mobilization | | | 0120 652A100 23.000 ACRE| 448.00000 10304.00| 424.00000 9752.00| Seeding | | | 0130 656A010 23.000 ACRE| 345.00000 7935.00| 335.00000 7705.00| Mulching | | | 0140 665F000 100.000 EACH| 2.90000 290.00| 5.50000 550.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060113038 COUNTIES : GENEVA LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 1500.000 LF | 3.18000 4770.00| 3.42000 5130.00| Silt Fence, Type A | | | 0160 665O001 1500.000 LF | 0.01000 15.00| 0.10000 150.00| Silt Fence Removal | | | 0170 666A001 23.000 ACRE| 0.01000 0.23| 1.00000 23.00| Pest Control Treatment | | | 0180 680A000 LUMP| 3500.00000 3500.00| 500.00000 500.00| Engineering Controls | | | 0190 701A028 19.000 MILE| 1725.00000 32775.00| 1725.00000 32775.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A046 6.000 MILE| 1050.00000 6300.00| 1050.00000 6300.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 9.000 MILE| 1995.00000 17955.00| 1995.00000 17955.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701B009 451.000 LF | 1.00000 451.00| 1.00000 451.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0230 701C000 11.000 MILE| 620.00000 6820.00| 620.00000 6820.00| Broken Temporary Traffic Stripe | | | 0240 701C001 55.000 MILE| 690.00000 37950.00| 690.00000 37950.00| Solid Temporary Traffic Stripe | | | 0250 701D007 1.000 MILE| 1850.00000 1850.00| 1850.00000 1850.00| Solid Traffic Stripe Removed (Paint) | | | 0260 701D008 1.000 MILE| 1950.00000 1950.00| 1950.00000 1950.00| Solid Traffic Stripe Removed (Plastic) | | | 0270 701D014 1.000 MILE| 1650.00000 1650.00| 1650.00000 1650.00| Broken Traffic Stripe Removed (Paint) | | | 0280 701D015 1.000 MILE| 1650.00000 1650.00| 1650.00000 1650.00| Broken Traffic Stripe Removed (Plastic) | | | 0290 703A002 2178.000 SQFT| 3.50000 7623.00| 3.50000 7623.00| Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 90.000 SQFT| 4.00000 360.00| 4.00000 360.00| Traffic Control Legends, Class 2, Type | | | 0310 703D001 1446.000 SQFT| 2.00000 2892.00| 2.00000 2892.00| Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20060113038 COUNTIES : GENEVA LETTING DATE : 01/13/06 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 705A030 32.000 EACH| 5.00000 160.00| 5.00000 160.00| Pavement Markers, Class A-H, Type 2-C | | | 0330 705A032 660.000 EACH| 5.00000 3300.00| 5.00000 3300.00| Pavement Markers, Class A-H, Type 1-B | | | 0340 705A037 711.000 EACH| 5.00000 3555.00| 5.00000 3555.00| Pavement Markers, Class A-H, Type 2-D | | | 0350 705A038 187.000 EACH| 5.00000 935.00| 5.00000 935.00| Pavement Markers, Class A-H, Type 2-E | | | 0360 740B000 1303.000 SQFT| 8.00000 10424.00| 7.88000 10267.64| Construction Signs | | | 0370 740E000 150.000 EACH| 13.50000 2025.00| 10.00000 1500.00| Cones (36 Inches High) | | | 0380 740M001 150.000 EACH| 7.50000 1125.00| 6.00000 900.00| Ballast For Cone | | | 0390 740O000 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| Pilot Car | | | 0400 998A000 LUMP| 7500.00000 7500.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 53,000.00) | | | SECTION TOTALS | $ 1,487,584.77| $ 1,515,536.78| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,487,584.77| $ 1,515,536.78| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20060113040 COUNTIES : WALKER LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0005(508) for constructing the Guardrail, Planing, Resurfacing and Traffic Stripe on SR-5 (US-78) from Boldo Road / New Bethel Road to 500' east of Cordova cutoff road. Length 3.030 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,062,194.88 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,192,719.58 112.2882% 3 01087 APAC-SOUTHEAST, INC. $ 1,317,774.03 124.0614% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20060113040 COUNTIES : WALKER LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 7638.000 LF | 1.33000 10158.54| 1.37000 10464.06| 1.29000 9853.02 Removing Guardrail | | | 0020 206E008 34.000 EACH| 106.00000 3604.00| 109.22000 3713.48| 103.00000 3502.00 Removing Guardrail End Anchor (All Type | | | 0030 209A000 11.000 EACH| 175.00000 1925.00| 166.53000 1831.83| 225.36000 2478.96 Mailbox Reset, Single | | | 0040 209A002 2.000 EACH| 225.00000 450.00| 268.92000 537.84| 318.22000 636.44 Mailbox Reset, Multiple | | | 0050 210D001 249.000 CUYD| 24.34000 6060.66| 23.12000 5756.88| 37.43000 9320.07 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 305B060 100.000 TON | 24.34000 2434.00| 26.94000 2694.00| 24.85000 2485.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1 1/2", For | | | 0070 405A000 3239.000 GAL | 1.35000 4372.65| 1.21000 3919.19| 1.41000 4566.99 Tack Coat | | | 0080 408A052 107933.000 SQYD| 0.67000 72315.11| 0.80000 86346.40| 1.41000 152185.53 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 410H000 1.000 EACH| 13754.00000 13754.00| 10684.66000 10684.66| 26867.99000 26867.99 Material Remixing Device | | | 0100 424A281 8099.000 TON | 46.68000 378061.32| 51.93000 420581.07| 57.46000 465368.54 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0110 424A286 2000.000 TON | 46.68000 93360.00| 53.67000 107340.00| 55.52000 111040.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424A290 807.000 TON | 56.35000 45474.45| 62.62000 50534.34| 69.49000 56078.43 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0130 424B293 1348.000 TON | 46.30000 62412.40| 45.19000 60916.12| 59.17000 79761.16 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20060113040 COUNTIES : WALKER LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B585 1500.000 TON | 25.00000 37500.00| 74.37000 111555.00| 87.82000 131730.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0150 600A000 LUMP| 78637.11000 78637.11| 47845.73000 47845.73| 5854.81000 5854.81 Mobilization | | | 0160 630A033 7388.000 LF | 15.11000 111632.68| 15.56000 114957.28| 14.68000 108455.84 Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 0170 630C001 17.000 EACH| 795.00000 13515.00| 819.18000 13926.06| 772.50000 13132.50 Guardrail End Anchor, Type 8 | | | 0180 630C050 7.000 EACH| 2014.00000 14098.00| 2075.25000 14526.75| 1957.00000 13699.00 Guardrail End Anchor, Type 20 Series | | | 0190 630C070 10.000 EACH| 1749.00000 17490.00| 1802.19000 18021.90| 1699.50000 16995.00 Guardrail End Anchor, Type 10 Series | | | 0200 650A000 157.000 CUYD| 20.00000 3140.00| 23.24000 3648.68| 39.97000 6275.29 Topsoil | | | 0210 652A100 5.000 ACRE| 600.00000 3000.00| 871.46000 4357.30| 1246.63000 6233.15 Seeding | | | 0220 656A010 5.000 ACRE| 600.00000 3000.00| 871.46000 4357.30| 1172.81000 5864.05 Mulching | | | 0230 665J000 150.000 LF | 3.00000 450.00| 5.81000 871.50| 8.38000 1257.00 Silt Fence, Type A | | | 0240 665O001 150.000 LF | 1.00000 150.00| 1.16000 174.00| 1.30000 195.00 Silt Fence Removal | | | 0250 665Q000 260.000 LF | 8.00000 2080.00| 13.94000 3624.40| 7.61000 1978.60 12 Inch Wattle | | | 0260 701A028 7.000 MILE| 1873.55000 13114.85| 1931.75000 13522.25| 1802.50000 12617.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0270 701A032 7.000 MILE| 1873.55000 13114.85| 1931.74000 13522.18| 1802.50000 12617.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0280 701A041 7.000 MILE| 1124.13000 7868.91| 1159.05000 8113.35| 1081.50000 7570.50 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0290 701A048 1.000 MILE| 2355.32000 2355.32| 2428.48000 2428.48| 2266.00000 2266.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20060113040 COUNTIES : WALKER LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701B009 8565.000 LF | 1.34000 11477.10| 1.38000 11819.70| 1.29000 11048.85 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0310 701C000 13.000 MILE| 738.71000 9603.23| 761.66000 9901.58| 710.70000 9239.10 Broken Temporary Traffic Stripe | | | 0320 701C001 1.000 MILE| 835.07000 835.07| 861.01000 861.01| 803.40000 803.40 Solid Temporary Traffic Stripe | | | 0330 703A002 1798.000 SQFT| 3.48000 6257.04| 3.59000 6454.82| 3.35000 6023.30 Traffic Control Markings, Class 2, Type | | | A | | | 0340 703B002 875.000 SQFT| 4.12000 3605.00| 4.25000 3718.75| 3.97000 3473.75 Traffic Control Legends, Class 2, Type | | | 0350 703D001 456.000 SQFT| 2.14000 975.84| 2.21000 1007.76| 2.06000 939.36 Temporary Traffic Control Markings | | | 0360 705A030 18.000 EACH| 5.89000 106.02| 6.07000 109.26| 5.67000 102.06 Pavement Markers, Class A-H, Type 2-C | | | 0370 705A031 800.000 EACH| 5.89000 4712.00| 6.07000 4856.00| 5.67000 4536.00 Pavement Markers, Class A-H, Type 1-A | | | 0380 740B000 479.000 SQFT| 7.87000 3769.73| 9.30000 4454.70| 8.65000 4143.35 Construction Signs | | | 0390 740E000 255.000 EACH| 10.00000 2550.00| 16.59000 4230.45| 17.57000 4480.35 Cones (36 Inches High) | | | 0400 740M001 255.000 EACH| 5.00000 1275.00| 10.26000 2616.30| 1.23000 313.65 Ballast For Cone | | | 0410 741C010 1.000 EACH| 1500.00000 1500.00| 1917.22000 1917.22| 1784.99000 1784.99 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0420 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 63,000.00) | | | SECTION TOTALS | $ 1,062,194.88| $ 1,192,719.58| $ 1,317,774.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,062,194.88| $ 1,192,719.58| $ 1,317,774.03 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20060113044 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-CN06(901) for constructing the Planing, Resurfacing and Traffic Stripe on SR-13 (US-43) from south of Bay Bridge Road to SR-158 in Saraland and on SR-16 (US-90) from SR-13 to east of the Cochrane-Africatown, U.S.A. bridge. Length 6.634 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,437,548.95 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 1,650,883.75 114.8402% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20060113044 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 605.000 LF | 1.60000 968.00| 2.00000 1210.00| Removing Guardrail | | | 0020 206E008 9.000 EACH| 150.00000 1350.00| 150.00000 1350.00| Removing Guardrail End Anchor (All Type | | | 0030 210D022 575.000 CUYD| 13.25000 7618.75| 11.43000 6572.25| Borrow Excavation (Loose Truckbed | | | Measurement) (A-2-4(0) Or A-4(0) | | | 0040 405A000 11100.000 GAL | 1.15000 12765.00| 1.21000 13431.00| Tack Coat | | | 0050 408A052 153600.000 SQYD| 0.32000 49152.00| 0.94000 144384.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A360 14660.000 TON | 46.25000 678025.00| 54.34000 796624.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A363 50.000 TON | 75.00000 3750.00| 85.58000 4279.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A366 4220.000 TON | 46.25000 195175.00| 53.78000 226951.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B661 270.000 TON | 55.00000 14850.00| 61.58000 16626.60| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 118500.00000 118500.00| 97487.55000 97487.55| Mobilization | | | 0110 630A033 669.000 LF | 19.00000 12711.00| 17.00000 11373.00| Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 0120 630C001 3.000 EACH| 690.00000 2070.00| 800.00000 2400.00| Guardrail End Anchor, Type 8 | | | 0130 630C003 3.000 EACH| 1550.00000 4650.00| 1300.00000 3900.00| Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20060113044 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630C050 3.000 EACH| 2550.00000 7650.00| 2000.00000 6000.00| Guardrail End Anchor, Type 20 Series | | | 0150 650A000 2680.000 CUYD| 17.00000 45560.00| 14.76000 39556.80| Topsoil | | | 0160 652A100 4.000 ACRE| 630.00000 2520.00| 600.00000 2400.00| Seeding | | | 0170 654A001 275.000 SQYD| 5.25000 1443.75| 4.00000 1100.00| Solid Sodding (Bermuda) | | | 0180 656A010 4.000 ACRE| 525.00000 2100.00| 600.00000 2400.00| Mulching | | | 0190 665F000 100.000 EACH| 6.00000 600.00| 7.13000 713.00| Hay Bales | | | 0200 665J000 500.000 LF | 5.25000 2625.00| 3.97000 1985.00| Silt Fence, Type A | | | 0210 665O001 500.000 LF | 1.00000 500.00| 2.03000 1015.00| Silt Fence Removal | | | 0220 665Q001 720.000 LF | 8.50000 6120.00| 12.65000 9108.00| 20 Inch Wattle | | | 0230 666A001 4.000 ACRE| 10.00000 40.00| 40.00000 160.00| Pest Control Treatment | | | 0240 680A000 LUMP| 2500.00000 2500.00| 4325.51000 4325.51| Engineering Controls | | | 0250 701C000 18.000 MILE| 660.00000 11880.00| 620.00000 11160.00| Broken Temporary Traffic Stripe | | | 0260 701C001 14.000 MILE| 730.00000 10220.00| 690.00000 9660.00| Solid Temporary Traffic Stripe | | | 0270 701G121 982.000 LF | 1.60000 1571.20| 1.50000 1473.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701G125 982.000 LF | 4.00000 3928.00| 3.75000 3682.50| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 701G133 982.000 LF | 4.00000 3928.00| 3.75000 3682.50| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0300 701H001 2946.000 LF | 0.55000 1620.30| 0.50000 1473.00| Solid Traffic Stripe Removed (Plastic) | | | 0310 701H006 982.000 LF | 1.05000 1031.10| 1.00000 982.00| Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20060113044 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701I001 12.000 MILE| 1325.00000 15900.00| 1250.00000 15000.00| Broken White, Class 2, Type A Traffic | | | Stripe (Type 1 And 4 Beads) (6" Wide) | | | 0330 701I003 11.000 MILE| 2550.00000 28050.00| 2400.00000 26400.00| Solid White, Class 2, Type A Traffic | | | Stripe (Type 1 And 4 Beads) (6" Wide) | | | 0340 701I005 4.000 MILE| 1325.00000 5300.00| 1250.00000 5000.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (Type 1 And 4 Beads) (6" Wide) | | | 0350 701I007 12.000 MILE| 2550.00000 30600.00| 2400.00000 28800.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (Type 1 And 4 Beads) (6" Wide) | | | 0360 701J001 3785.000 LF | 1.60000 6056.00| 1.50000 5677.50| Dotted Class 2, Type A Traffic Stripe | | | (Type 1 And 4 Beads) (6" Wide) | | | 0370 703A002 14899.000 SQFT| 3.15000 46931.85| 3.00000 44697.00| Traffic Control Markings, Class 2, Type | | | A | | | 0380 703A010 1108.000 SQFT| 18.50000 20498.00| 17.50000 19390.00| Traffic Control Markings, Class 3W, | | | Type A | | | 0390 703B002 1294.000 SQFT| 4.00000 5176.00| 3.75000 4852.50| Traffic Control Legends, Class 2, Type | | | 0400 703C001 980.000 SQFT| 3.20000 3136.00| 3.00000 2940.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0410 703D001 4953.000 SQFT| 1.00000 4953.00| 1.00000 4953.00| Temporary Traffic Control Markings | | | 0420 703E001 667.000 SQFT| 1.00000 667.00| 1.00000 667.00| Temporary Traffic Control Legends | | | 0430 705A030 625.000 EACH| 5.30000 3312.50| 5.00000 3125.00| Pavement Markers, Class A-H, Type 2-C | | | 0440 705A031 1360.000 EACH| 5.30000 7208.00| 5.00000 6800.00| Pavement Markers, Class A-H, Type 1-A | | | 0450 705A032 1270.000 EACH| 5.30000 6731.00| 5.00000 6350.00| Pavement Markers, Class A-H, Type 1-B | | | 0460 705A037 800.000 EACH| 5.30000 4240.00| 5.00000 4000.00| Pavement Markers, Class A-H, Type 2-D | | | 0470 705A038 395.000 EACH| 5.30000 2093.50| 5.00000 1975.00| Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20060113044 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 731A003 1.000 EACH| 11000.00000 11000.00| 10290.00000 10290.00| Traffic Counting Units, Type D | | | 0490 740B000 892.000 SQFT| 9.50000 8474.00| 9.00000 8028.00| Construction Signs | | | 0500 740D000 330.000 EACH| 50.00000 16500.00| 55.48000 18308.40| Channelizing Drums | | | 0510 741C010 2.000 EACH| 1650.00000 3300.00| 3082.32000 6164.64| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0520 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 69,500.00) | | | SECTION TOTALS | $ 1,437,548.95| $ 1,650,883.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,437,548.95| $ 1,650,883.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20060113045 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0004(507) for constructing the Planing, Resurfacing and Traffic Stripe on SR-4 (US-78) from I-20 to Fifth Street in Leeds. Length 3.000 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 733,045.46 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 748,659.21 102.1300% 3 01087 APAC-SOUTHEAST, INC. $ 811,581.26 110.7136% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060113045 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A002 4.000 EACH| 250.00000 1000.00| 256.32000 1025.28| 243.74000 974.96 Mailbox Reset, Multiple | | | 0020 305B060 120.000 TON | 20.00000 2400.00| 26.49000 3178.80| 34.80000 4176.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone 1 1/2", | | | 0030 401B108 5666.000 SQYD| 2.60000 14731.60| 2.76000 15638.16| 2.47000 13995.02 Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 2508.000 GAL | 1.35000 3385.80| 1.27000 3185.16| 1.41000 3536.28 Tack Coat | | | 0050 408A052 83549.000 SQYD| 1.42000 118639.58| 0.79000 66003.71| 1.50000 125323.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 6702.000 TON | 43.92000 294351.84| 46.92000 314457.84| 51.62000 345957.24 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 500.000 TON | 51.21000 25605.00| 54.08000 27040.00| 53.35000 26675.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A370 99.000 TON | 63.50000 6286.50| 71.69000 7097.31| 71.69000 7097.31 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 2000.000 TON | 30.00000 60000.00| 73.64000 147280.00| 77.12000 154240.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 93253.92000 93253.92| 45434.18000 45434.18| 23092.71000 23092.71 Mobilization | | | 0110 665F000 50.000 EACH| 5.00000 250.00| 4.87000 243.50| 15.64000 782.00 Hay Bales | | | 0120 665J000 150.000 LF | 3.00000 450.00| 3.65000 547.50| 7.21000 1081.50 Silt Fence, Type A | | | 0130 665O001 150.000 LF | 1.00000 150.00| 1.87000 280.50| 1.64000 246.00 Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060113045 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A028 7.000 MILE| 1873.55000 13114.85| 2022.26000 14155.82| 1802.50000 12617.50 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A032 2.000 MILE| 1873.55000 3747.10| 2022.26000 4044.52| 1802.50000 3605.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A041 3.000 MILE| 1070.60000 3211.80| 1155.58000 3466.74| 1030.00000 3090.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A046 1.000 MILE| 1070.60000 1070.60| 1155.58000 1155.58| 1030.00000 1030.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 5.000 MILE| 2135.85000 10679.25| 2305.38000 11526.90| 2054.85000 10274.25 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 2466.000 LF | 1.34000 3304.44| 1.44000 3551.04| 1.29000 3181.14 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 7.000 MILE| 695.89000 4871.23| 751.12000 5257.84| 669.50000 4686.50 Broken Temporary Traffic Stripe | | | 0210 701C001 10.000 MILE| 770.83000 7708.30| 832.02000 8320.20| 741.60000 7416.00 Solid Temporary Traffic Stripe | | | 0220 701G125 212.000 LF | 5.35000 1134.20| 5.78000 1225.36| 5.15000 1091.80 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G133 212.000 LF | 5.35000 1134.20| 5.78000 1225.36| 5.15000 1091.80 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 703A002 7904.000 SQFT| 3.48000 27505.92| 3.76000 29719.04| 3.35000 26478.40 Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 675.000 SQFT| 4.12000 2781.00| 4.45000 3003.75| 3.97000 2679.75 Traffic Control Legends, Class 2, Type | | | 0260 703D001 836.000 SQFT| 2.14000 1789.04| 2.31000 1931.16| 2.06000 1722.16 Temporary Traffic Control Markings | | | 0270 705A030 38.000 EACH| 5.89000 223.82| 6.36000 241.68| 5.67000 215.46 Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 197.000 EACH| 5.89000 1160.33| 6.36000 1252.92| 5.67000 1116.99 Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20060113045 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 04013 |( 3 ) 01087 |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 705A032 22.000 EACH| 5.89000 129.58| 6.36000 139.92| 5.67000 124.74 Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 595.000 EACH| 5.89000 3504.55| 6.36000 3784.20| 5.67000 3373.65 Pavement Markers, Class A-H, Type 2-D | | | 0310 730H001 3618.000 LF | 3.45000 12482.10| 2.87000 10383.66| 2.71000 9804.78 Loop Wire | | | 0320 730I001 325.000 LF | 0.53000 172.25| 1.44000 468.00| 1.08000 351.00 Loop Detector Lead-In-Cable | | | 0330 740B000 574.000 SQFT| 7.59000 4356.66| 9.73000 5585.02| 8.65000 4965.10 Construction Signs | | | 0340 740E000 232.000 EACH| 20.00000 4640.00| 21.17000 4911.44| 16.84000 3906.88 Cones (36 Inches High) | | | 0350 740M001 232.000 EACH| 10.00000 2320.00| 6.08000 1410.56| 1.22000 283.04 Ballast For Cone | | | 0360 741C010 1.000 EACH| 1500.00000 1500.00| 486.56000 486.56| 1297.80000 1297.80 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0370 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 37,000.00) | | | SECTION TOTALS | $ 733,045.46| $ 748,659.21| $ 811,581.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 733,045.46| $ 748,659.21| $ 811,581.26 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : HUNTSVILLE PROJECT(S) : EB-0053(501) for constructing the Widening (Grade, Drainage, Pavement and Signals) on SR-53 from north of Mastin Lake-Plummer Road to north of Nick Fitcheard Road in Huntsville. Length 1.798 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18037 REED CONTRACTING SERVICES, INC. $ 4,924,152.48 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 5,735,494.92 116.4768% 3 19010 SHELBY CONTRACTING CO., INC. $ 6,073,751.08 123.3461% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 82687.86000 82687.86| 65060.86000 65060.86| 88000.00000 88000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre | | | (Approximately 22 Acres) | | | 0020 205A001 1.000 EACH| 5663.43000 5663.43| 3950.02000 3950.02| 8500.00000 8500.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 2831.72000 2831.72| 3950.02000 3950.02| 8500.00000 8500.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 2831.72000 2831.72| 10847.34000 10847.34| 8500.00000 8500.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 2831.72000 2831.72| 10847.34000 10847.34| 8500.00000 8500.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 5663.43000 5663.43| 3950.02000 3950.02| 8500.00000 8500.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 5663.43000 5663.43| 7231.57000 7231.57| 8500.00000 8500.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 5663.43000 5663.43| 14463.13000 14463.13| 8500.00000 8500.00 Removal Of Structures, Structure No. 7 | | | 0090 206C002 615.000 SQYD| 6.93000 4261.95| 5.24000 3222.60| 10.00000 6150.00 Removing Concrete Slope Paving | | | 0100 206D000 1851.000 LF | 5.55000 10273.05| 13.62000 25210.62| 6.50000 12031.50 Removing Pipe | | | 0110 206D003 1027.000 LF | 4.15000 4262.05| 10.76000 11050.52| 3.50000 3594.50 Removing Curb And Gutter | | | 0120 206E000 13.000 EACH| 141.59000 1840.67| 216.39000 2813.07| 400.00000 5200.00 Removing Headwalls | | | 0130 206E001 5.000 EACH| 141.59000 707.95| 216.39000 1081.95| 400.00000 2000.00 Removing Inlets | | | 0140 206E003 2.000 EACH| 141.59000 283.18| 604.60000 1209.20| 650.00000 1300.00 Removing Manholes | | | 0150 210A000 28018.000 CUYD| 6.51000 182397.18| 7.45000 208734.10| 8.50000 238153.00 Unclassified Excavation | | | 0160 210D000 6037.000 CUYD| 6.94000 41896.78| 8.60000 51918.20| 10.09000 60913.33 Borrow Excavation | | | 0170 214A000 3205.000 CUYD| 2.93000 9390.65| 0.01000 32.05| 6.25000 20031.25 Structure Excavation | | | 0180 214B001 818.000 CUYD| 9.47000 7746.46| 10.60000 8670.80| 23.00000 18814.00 Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 230A000 95.000 RBST| 524.37000 49815.15| 377.09000 35823.55| 375.00000 35625.00 Roadbed Processing | | | 0200 250B000 150.000 CUYD| 248.68000 37302.00| 331.50000 49725.00| 373.75000 56062.50 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0210 301A012 52254.000 SQYD| 3.53000 184456.62| 4.69000 245071.26| 4.71000 246116.34 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0220 305B060 11762.000 TON | 2.35000 27640.70| 13.50000 158787.00| 13.90000 163491.80 Crushed Aggregate, Section 825, Type B, | | | For Misc. Use | | | 0230 305B061 2000.000 TON | 7.47000 14940.00| 10.15000 20300.00| 15.00000 30000.00 Coarse Aggregate, Section 801, ALDOT | | | #410 Modified Course Aggregate, | | | 0240 401A000 52254.000 SQYD| 0.49000 25604.46| 0.55000 28739.70| 0.60000 31352.40 Bituminous Treatment A | | | 0250 405A000 6892.000 GAL | 1.37000 9442.04| 1.54000 10613.68| 1.40000 9648.80 Tack Coat | | | 0260 408A051 14548.000 SQYD| 0.95000 13820.60| 1.86000 27059.28| 1.35000 19639.80 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0270 410C000 1.000 EACH| 2826.48000 2826.48| 4875.86000 4875.86| 21500.00000 21500.00 Contractor Retained Profilograph | | | 0280 410D000 1.000 EACH| 8939.63000 8939.63| 9783.14000 9783.14| 8500.00000 8500.00 Portable Nuclear Asphalt Content Gauge | | | 0290 424A360 6397.000 TON | 51.29000 328102.13| 53.18000 340192.46| 49.33000 315564.01 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0300 424B651 12141.000 TON | 32.66000 396525.06| 39.42000 478598.22| 44.32000 538089.12 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0310 424B657 18.000 TON | 85.64000 1541.52| 93.61000 1684.98| 50.00000 900.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0320 424B659 6903.000 TON | 31.33000 216270.99| 43.66000 301384.98| 44.32000 305940.96 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 424B681 6925.000 TON | 31.32000 216891.00| 41.51000 287456.75| 44.32000 306916.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0340 424B685 18.000 TON | 103.68000 1866.24| 93.61000 1684.98| 50.00000 900.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0350 424C360 8260.000 TON | 30.65000 253169.00| 39.74000 328252.40| 44.32000 366083.20 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0360 428B000 17122.000 LF | 0.01000 171.22| 0.28000 4794.16| 0.25000 4280.50 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0370 430B035 1500.000 TON | 10.19000 15285.00| 13.43000 20145.00| 14.00000 21000.00 Aggregate Surfacing (ALDOT #467, #410 | | | Modified Or #57) | | | 0380 502A000 52714.000 LB | 1.00000 52714.00| 0.97000 51132.58| 0.60000 31628.40 Steel Reinforcement | | | 0390 524B011 295.000 CUYD| 422.10000 124519.50| 410.04000 120961.80| 450.00000 132750.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0400 530A001 1011.000 LF | 22.47000 22717.17| 43.34000 43816.74| 24.70000 24971.70 18" Roadway Pipe (Class 3 R.C.) | | | 0410 530A002 701.000 LF | 34.77000 24373.77| 59.02000 41373.02| 31.85000 22326.85 24" Roadway Pipe (Class 3 R.C.) | | | 0420 530A004 175.000 LF | 59.12000 10346.00| 89.27000 15622.25| 52.50000 9187.50 36" Roadway Pipe (Class 3 R.C.) | | | 0430 530B000 96.000 LF | 32.81000 3149.76| 56.22000 5397.12| 26.85000 2577.60 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0440 530B008 82.000 LF | 162.75000 13345.50| 241.98000 19842.36| 155.00000 12710.00 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0450 532A030 43.000 LF | 133.28000 5731.04| 134.22000 5771.46| 111.00000 4773.00 12" Slotted Drain Pipe | | | 0460 535A001 1059.000 LF | 19.49000 20639.91| 43.14000 45685.26| 16.00000 16944.00 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 535A002 393.000 LF | 27.62000 10854.66| 54.63000 21469.59| 22.00000 8646.00 24" Side Drain Pipe | | | 0480 535B011 52.000 LF | 25.99000 1351.48| 69.37000 3607.24| 20.00000 1040.00 22" Span, 14" Rise Side Drain Pipe | | | 0490 600A000 LUMP| 503834.56000 503834.56| 451387.43000 451387.43| 345185.00000 345185.00 Mobilization | | | 0500 601A000 1.000 EACH| 1786.50000 1786.50| 7637.86000 7637.86| 6500.00000 6500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0510 602A000 49.000 EACH| 164.69000 8069.81| 157.50000 7717.50| 145.00000 7105.00 Right Of Way Markers | | | 0520 602B000 2.000 EACH| 190.42000 380.84| 547.20000 1094.40| 165.00000 330.00 Land Survey Markers | | | 0530 610C001 2860.000 TON | 13.67000 39096.20| 21.41000 61232.60| 25.00000 71500.00 Loose Riprap, Class 2 | | | 0540 610D003 2256.000 SQYD| 4.48000 10106.88| 4.10000 9249.60| 3.80000 8572.80 Filter Blanket, Geotextile | | | 0550 614A000 153.000 CUYD| 199.50000 30523.50| 255.00000 39015.00| 190.00000 29070.00 Slope Paving | | | 0560 614B000 8.000 CUYD| 252.00000 2016.00| 280.50000 2244.00| 240.00000 1920.00 Reinforced Slope Paving | | | 0570 619A002 7.000 EACH| 525.00000 3675.00| 969.00000 6783.00| 650.00000 4550.00 18" Roadway Pipe End Treatment, Class 1 | | | 0580 619A003 5.000 EACH| 630.00000 3150.00| 994.50000 4972.50| 710.00000 3550.00 24" Roadway Pipe End Treatment, Class 1 | | | 0590 619A055 3.000 EACH| 1496.25000 4488.75| 2244.00000 6732.00| 3000.00000 9000.00 36" Roadway Pipe End Treatment, Class 2 | | | 0600 619A101 46.000 EACH| 525.00000 24150.00| 969.00000 44574.00| 650.00000 29900.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0610 619A102 14.000 EACH| 630.00000 8820.00| 994.50000 13923.00| 710.00000 9940.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0620 619B073 2.000 EACH| 1601.25000 3202.50| 5100.00000 10200.00| 5500.00000 11000.00 73" Span, 45" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0630 619B115 2.000 EACH| 735.00000 1470.00| 969.00000 1938.00| 650.00000 1300.00 18" Span, 11" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -6 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 619B116 2.000 EACH| 577.50000 1155.00| 979.20000 1958.40| 675.00000 1350.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0650 621A005 18.000 EACH| 1995.00000 35910.00| 1938.00000 34884.00| 1900.00000 34200.00 Junction Boxes, Type 1 | | | 0660 621B005 4.000 EACH| 525.00000 2100.00| 469.20000 1876.80| 500.00000 2000.00 Junction Box Units, Type 1 | | | 0670 621C001 2.000 EACH| 1680.00000 3360.00| 1224.00000 2448.00| 1600.00000 3200.00 Inlets, Type B | | | 0680 621C015 1.000 EACH| 1942.50000 1942.50| 2040.00000 2040.00| 1850.00000 1850.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0690 621C031 1.000 EACH| 1890.00000 1890.00| 2040.00000 2040.00| 1800.00000 1800.00 Inlets, Type S3 (1 Wing) | | | 0700 621C033 2.000 EACH| 2336.25000 4672.50| 2269.50000 4539.00| 2225.00000 4450.00 Inlets, Type S3 (2 Wing) | | | 0710 621C109 11.000 EACH| 3360.00000 36960.00| 3942.30000 43365.30| 3200.00000 35200.00 Inlets, Type PD | | | 0720 621D015 1.000 EACH| 420.00000 420.00| 438.60000 438.60| 400.00000 400.00 Inlet Units, Type S1 Or S3 | | | 0730 621D020 3.000 EACH| 420.00000 1260.00| 438.60000 1315.80| 400.00000 1200.00 Inlet Units, Type S3 | | | 0740 621D109 5.000 EACH| 525.00000 2625.00| 566.10000 2830.50| 500.00000 2500.00 Inlet Units, Type PD | | | 0750 623B000 652.000 LF | 12.60000 8215.20| 8.67000 5652.84| 12.00000 7824.00 Concrete Curb, Type N | | | 0760 623B001 166.000 LF | 36.75000 6100.50| 29.58000 4910.28| 35.00000 5810.00 Concrete Curb, Type N Special | | | 0770 623C000 1134.000 LF | 10.50000 11907.00| 11.73000 13301.82| 10.00000 11340.00 Combination Curb & Gutter, Type C | | | 0780 630A001 282.000 LF | 25.20000 7106.40| 24.48000 6903.36| 24.00000 6768.00 Steel Beam Guardrail, Class A, Type 2 | | | 0790 630C050 2.000 EACH| 2205.00000 4410.00| 2142.00000 4284.00| 2100.00000 4200.00 Guardrail End Anchor, Type 20 Series | | | 0800 641A612 54.000 LF | 72.78000 3930.12| 32.44000 1751.76| 24.39000 1317.06 6 Inch Ductile Iron Water Main Laid | | | 0810 641A614 1414.000 LF | 26.43000 37372.02| 35.60000 50338.40| 29.45000 41642.30 8 Inch Ductile Iron Water Main Laid | | | 0820 641A618 456.000 LF | 44.06000 20091.36| 45.19000 20606.64| 40.85000 18627.60 12 Inch Ductile Iron Water Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -7 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 641A622 6100.000 LF | 51.96000 316956.00| 56.30000 343430.00| 55.46000 338306.00 16 Inch Ductile Iron Water Main Laid | | | 0840 641A628 220.000 LF | 96.08000 21137.60| 100.37000 22081.40| 84.26000 18537.20 24 Inch Ductile Iron Water Main Laid | | | 0850 641A688 120.000 LF | 54.70000 6564.00| 97.51000 11701.20| 52.93000 6351.60 12 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0860 641A698 100.000 LF | 145.58000 14558.00| 171.97000 17197.00| 118.06000 11806.00 24 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0870 641C500 18506.000 LB | 6.14000 113626.84| 3.16000 58478.96| 4.07000 75319.42 Ductile Iron Fittings | | | 0880 641D500 15.000 EACH| 1916.85000 28752.75| 1812.64000 27189.60| 1841.40000 27621.00 Fire Hydrant | | | 0890 641J516 15.000 EACH| 659.99000 9899.85| 524.59000 7868.85| 699.60000 10494.00 6 Inch Gate Valve With Box | | | 0900 641J518 8.000 EACH| 878.66000 7029.28| 783.46000 6267.68| 957.00000 7656.00 8 Inch Gate Valve With Box | | | 0910 641J522 4.000 EACH| 1584.89000 6339.56| 1359.97000 5439.88| 1568.60000 6274.40 12 Inch Gate Valve With Box | | | 0920 641K522 4.000 EACH| 4799.13000 19196.52| 3097.74000 12390.96| 2720.30000 10881.20 16 Inch Butterfly Valve With Box | | | 0930 641K528 2.000 EACH| 8402.26000 16804.52| 7252.10000 14504.20| 5738.70000 11477.40 24 Inch Butterfly Valve With Box | | | 0940 641L500 35.000 CUYD| 176.32000 6171.20| 140.45000 4915.75| 192.50000 6737.50 Concrete for Water Mains (Thrust Blocks | | | 0950 641M512 30.000 EACH| 32.16000 964.80| 93.64000 2809.20| 57.20000 1716.00 6 Inch Retainer Gland | | | 0960 641M514 52.000 EACH| 45.02000 2341.04| 105.98000 5510.96| 79.20000 4118.40 8 Inch Retainer Gland | | | 0970 641M518 28.000 EACH| 101.65000 2846.20| 148.31000 4152.68| 148.85000 4167.80 12 Inch Retainer Gland | | | 0980 641M522 68.000 EACH| 154.35000 10495.80| 212.57000 14454.76| 225.50000 15334.00 16 Inch Retainer Gland | | | 0990 641M528 10.000 EACH| 340.86000 3408.60| 356.18000 3561.80| 441.10000 4411.00 24 Inch Retainer Gland | | | 1000 641N520 3.000 EACH| 709.00000 2127.00| 284.38000 853.14| 427.90000 1283.70 8 Inch x 6 Inch Anchor Tee | | | 1010 641N560 12.000 EACH| 1504.05000 18048.60| 877.10000 10525.20| 1103.30000 13239.60 16 Inch x 6 Inch Anchor Tee | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -8 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 641O596 2.000 EACH| 9335.77000 18671.54| 11288.75000 22577.50| 7062.00000 14124.00 16 Inch x 16 Inch Tapping Valve And | | | Sleeve | | | 1030 641P520 17.000 EACH| 366.05000 6222.85| 149.33000 2538.61| 368.50000 6264.50 1 Inch Service Tap | | | 1040 641Q510 4.000 EACH| 269.38000 1077.52| 329.46000 1317.84| 283.80000 1135.20 3/4 Inch Water Meter And Box Set | | | 1050 641R515 1.000 EACH| 366.06000 366.06| 410.35000 410.35| 192.50000 192.50 1 Inch Water Meter And Box Reset | | | 1060 645A510 346.000 LF | 48.90000 16919.40| 90.58000 31340.68| 52.80000 18268.80 8 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 1070 645A512 70.000 LF | 99.84000 6988.80| 105.88000 7411.60| 60.50000 4235.00 10 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 1080 645A520 135.000 LF | 143.18000 19329.30| 156.47000 21123.45| 102.30000 13810.50 18 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 1090 645H510 6.000 EACH| 3215.40000 19292.40| 1616.39000 9698.34| 2310.00000 13860.00 48 Inch Manhole | | | 1100 645I500 12.000 EACH| 391.41000 4696.92| 373.01000 4476.12| 330.00000 3960.00 48 Inch Manhole Unit | | | 1110 645N500 2.000 EACH| 2539.33000 5078.66| 435.24000 870.48| 1100.00000 2200.00 Abandon Existing Manhole | | | 1120 649A545 100.000 LF | 85.82000 8582.00| 111.89000 11189.00| 58.03000 5803.00 16 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1130 649A555 120.000 LF | 87.49000 10498.80| 133.01000 15961.20| 70.29000 8434.80 20 Inch Steel Encasement Pipe, Type 1 | | | Installment | | | 1140 649A565 71.000 LF | 205.18000 14567.78| 242.45000 17213.95| 152.74000 10844.54 30 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1150 649A570 100.000 LF | 168.47000 16847.00| 261.12000 26112.00| 151.97000 15197.00 36 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1160 649A650 60.000 LF | 385.71000 23142.60| 310.90000 18654.00| 169.24000 10154.40 18 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -9 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 650A000 6392.000 CUYD| 5.31000 33941.52| 8.52000 54459.84| 11.50000 73508.00 Topsoil | | | 1180 652A100 40.000 ACRE| 577.50000 23100.00| 649.09000 25963.60| 550.00000 22000.00 Seeding | | | 1190 652C000 80.000 ACRE| 78.75000 6300.00| 109.09000 8727.20| 75.00000 6000.00 Mowing | | | 1200 654A001 27930.000 SQYD| 3.06000 85465.80| 3.93000 109764.90| 4.00000 111720.00 Solid Sodding (Bermuda) | | | 1210 656A010 40.000 ACRE| 577.50000 23100.00| 572.72000 22908.80| 550.00000 22000.00 Mulching | | | 1220 659A002 1366.000 SQYD| 5.78000 7895.48| 8.45000 11542.70| 5.50000 7513.00 Erosion Control Netting, Class C1 | | | 1230 665A000 44.000 ACRE| 472.50000 20790.00| 545.45000 23999.80| 450.00000 19800.00 Temporary Seeding | | | 1240 665B000 88.000 ACRE| 446.25000 39270.00| 545.45000 47999.60| 425.00000 37400.00 Temporary Mulching | | | 1250 665E000 2000.000 SQYD| 1.16000 2320.00| 1.95000 3900.00| 0.50000 1000.00 Polyethylene | | | 1260 665G000 50.000 EACH| 9.42000 471.00| 3.19000 159.50| 7.00000 350.00 Sand Bags | | | 1270 665I000 360.000 TON | 17.94000 6458.40| 24.90000 8964.00| 26.00000 9360.00 Temporary Riprap, Class 2 | | | 1280 665J000 5852.000 LF | 3.14000 18375.28| 3.80000 22237.60| 3.00000 17556.00 Silt Fence, Type A | | | 1290 665K000 500.000 CUYD| 5.66000 2830.00| 9.67000 4835.00| 7.00000 3500.00 Drainage Sump Excavation | | | 1300 665O001 5852.000 LF | 0.73000 4271.96| 1.23000 7197.96| 1.00000 5852.00 Silt Fence Removal | | | 1310 665Q000 1040.000 LF | 7.12000 7404.80| 6.71000 6978.40| 5.00000 5200.00 12 Inch Wattle | | | 1320 665Q001 580.000 LF | 7.87000 4564.60| 9.07000 5260.60| 5.50000 3190.00 20 Inch Wattle | | | 1330 666A001 22.000 ACRE| 26.25000 577.50| 25.50000 561.00| 25.00000 550.00 Pest Control Treatment | | | 1340 672A000 33.000 GAL | 93.76000 3094.08| 87.21000 2877.93| 70.00000 2310.00 Flocculant Liquid | | | 1350 672B000 220.000 LB | 19.89000 4375.80| 12.77000 2809.40| 12.00000 2640.00 Flocculant Powder | | | 1360 672C000 100.000 EACH| 123.62000 12362.00| 126.80000 12680.00| 115.00000 11500.00 Flocculant Log | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -10 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 674A000 500.000 LF | 2.18000 1090.00| 1.69000 845.00| 4.00000 2000.00 Construction Safety Fence | | | 1380 680A000 LUMP| 89449.27000 89449.27| 50157.28000 50157.28| 165000.00000 165000.00 Engineering Controls | | | 1390 701A028 5.000 MILE| 1890.00000 9450.00| 1836.00000 9180.00| 1800.00000 9000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1400 701A041 4.000 MILE| 1050.00000 4200.00| 1020.00000 4080.00| 1000.00000 4000.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1410 701A046 2.000 MILE| 1050.00000 2100.00| 1020.00000 2040.00| 1000.00000 2000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1420 701A048 4.000 MILE| 2100.00000 8400.00| 2040.00000 8160.00| 2000.00000 8000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1430 701B009 3797.000 LF | 1.05000 3986.85| 1.02000 3872.94| 1.00000 3797.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1440 701C000 8.000 MILE| 682.50000 5460.00| 663.00000 5304.00| 650.00000 5200.00 Broken Temporary Traffic Stripe | | | 1450 701C001 8.000 MILE| 735.00000 5880.00| 714.00000 5712.00| 700.00000 5600.00 Solid Temporary Traffic Stripe | | | 1460 701D007 8.000 MILE| 2520.00000 20160.00| 2448.00000 19584.00| 2400.00000 19200.00 Solid Traffic Stripe Removed (Paint) | | | 1470 701D008 4.000 MILE| 2520.00000 10080.00| 2448.00000 9792.00| 2400.00000 9600.00 Solid Traffic Stripe Removed (Plastic) | | | 1480 701D014 8.000 MILE| 2100.00000 16800.00| 2040.00000 16320.00| 2000.00000 16000.00 Broken Traffic Stripe Removed (Paint) | | | 1490 701D015 4.000 MILE| 2100.00000 8400.00| 2040.00000 8160.00| 2000.00000 8000.00 Broken Traffic Stripe Removed (Plastic) | | | 1500 703A002 5807.000 SQFT| 3.05000 17711.35| 2.96000 17188.72| 2.90000 16840.30 Traffic Control Markings, Class 2, Type | | | A | | | 1510 703B002 650.000 SQFT| 3.68000 2392.00| 3.57000 2320.50| 3.50000 2275.00 Traffic Control Legends, Class 2, Type | | | 1520 703C000 140.000 SQFT| 1.84000 257.60| 1.79000 250.60| 1.75000 245.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -11 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1530 703C001 200.000 SQFT| 1.84000 368.00| 1.79000 358.00| 1.75000 350.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1540 703D001 140.000 SQFT| 1.58000 221.20| 1.53000 214.20| 1.50000 210.00 Temporary Traffic Control Markings | | | 1550 705A030 235.000 EACH| 6.30000 1480.50| 6.12000 1438.20| 6.00000 1410.00 Pavement Markers, Class A-H, Type 2-C | | | 1560 705A031 346.000 EACH| 6.30000 2179.80| 6.12000 2117.52| 6.00000 2076.00 Pavement Markers, Class A-H, Type 1-A | | | 1570 705A032 172.000 EACH| 6.30000 1083.60| 6.12000 1052.64| 6.00000 1032.00 Pavement Markers, Class A-H, Type 1-B | | | 1580 705A037 340.000 EACH| 6.30000 2142.00| 6.12000 2080.80| 6.00000 2040.00 Pavement Markers, Class A-H, Type 2-D | | | 1590 709A000 4.000 EACH| 119.37000 477.48| 144.40000 577.60| 120.00000 480.00 Milepost, Type A | | | 1600 710A115 274.000 SQFT| 15.48000 4241.52| 18.72000 5129.28| 16.00000 4384.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1610 710A126 66.000 SQFT| 17.68000 1166.88| 21.39000 1411.74| 17.50000 1155.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 1620 710A140 135.000 SQFT| 32.60000 4401.00| 39.44000 5324.40| 32.00000 4320.00 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1630 710A141 144.000 SQFT| 38.76000 5581.44| 46.88000 6750.72| 38.50000 5544.00 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge (Type III Background) | | | 1640 710B001 596.000 LF | 8.84000 5268.64| 10.70000 6377.20| 8.25000 4917.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1650 710B006 68.000 LF | 93.94000 6387.92| 113.65000 7728.20| 95.00000 6460.00 Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 1660 726A000 100.000 LF | 34.01000 3401.00| 20.40000 2040.00| 75.00000 7500.00 Portable Concrete Safety Barriers, Type | | | 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -12 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1670 726A001 20.000 LF | 1.19000 23.80| 107.10000 2142.00| 50.00000 1000.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1680 726D021 2.000 EACH| 1.19000 2.38| 8313.65000 16627.30| 7000.00000 14000.00 Portable Impact Attenuator Assembly | | | (Bi-directional, TL-2) | | | 1690 730A000 LUMP| 1674.48000 1674.48| 3570.00000 3570.00| 1500.00000 1500.00 Removal Of Existing Traffic Control | | | Unit ( SR 53 @ Stringfield / Dan Tibbs | | | Rd.) | | | 1700 730A001 LUMP| 1674.48000 1674.48| 1020.00000 1020.00| 1500.00000 1500.00 Removal Of Existing Traffic Control | | | Unit ( SR 53 @ Blake Bottom Rd.) | | | 1710 730A002 LUMP| 1674.48000 1674.48| 4080.00000 4080.00| 1500.00000 1500.00 Removal Of Existing Traffic Control | | | Unit ( SR 53 @ SR 255) | | | 1720 730A012 LUMP| 1674.48000 1674.48| 5304.00000 5304.00| 1500.00000 1500.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( SR 53 @ Nick Fitcheard | | | Rd.) | | | 1730 730C000 LUMP| 3907.10000 3907.10| 6936.00000 6936.00| 3500.00000 3500.00 Furnishing And Installing Traffic | | | Control Unit ( (SR 53 @ Stringfield / | | | Dan Tibbs Rd.) | | | 1740 730C001 LUMP| 3907.10000 3907.10| 6936.00000 6936.00| 3500.00000 3500.00 Furnishing And Installing Traffic | | | Control Unit ( (SR 53 @ Nick Fitcheard | | | Rd.) | | | 1750 730C002 LUMP| 3907.10000 3907.10| 7344.00000 7344.00| 3500.00000 3500.00 Furnishing And Installing Traffic | | | Control Unit ( (SR 53 @ SR 255) | | | 1760 730E000 9.000 EACH| 2902.42000 26121.78| 1479.00000 13311.00| 2600.00000 23400.00 Metal Traffic Signal Pole Foundation | | | 1770 730F000 2.000 EACH| 5524.37000 11048.74| 8670.00000 17340.00| 7918.00000 15836.00 Metal Traffic Signal Pole With 50 Ft. | | | Mastarm Assembly | | | 1780 730F001 3.000 EACH| 5524.37000 16573.11| 9792.00000 29376.00| 7918.00000 23754.00 Metal Traffic Signal Pole With 45 Ft. | | | Mastarm Assembly | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -13 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1790 730F002 1.000 EACH| 5524.37000 5524.37| 6630.00000 6630.00| 7918.00000 7918.00 Metal Traffic Signal Pole With 40 Ft. | | | Mastarm Assembly | | | 1800 730F003 1.000 EACH| 5524.37000 5524.37| 5610.00000 5610.00| 7918.00000 7918.00 Metal Traffic Signal Pole With 30 Ft. | | | Mastarm Assembly | | | 1810 730F004 1.000 EACH| 5524.37000 5524.37| 5304.00000 5304.00| 7918.00000 7918.00 Metal Traffic Signal Pole With 25 Ft. | | | Mastarm Assembly | | | 1820 730G001 2.000 EACH| 5023.42000 10046.84| 7242.00000 14484.00| 4600.00000 9200.00 Metal Traffic Signal Strain Pole | | | 1830 730H001 1430.000 LF | 2.79000 3989.70| 2.50000 3575.00| 2.50000 3575.00 Loop Wire | | | 1840 730I001 2425.000 LF | 1.11000 2691.75| 2.50000 6062.50| 1.00000 2425.00 Loop Detector Lead-In-Cable | | | 1850 730J010 6.000 EACH| 167.44000 1004.64| 216.24000 1297.44| 150.00000 900.00 Vehicle Loop Detector | | | 1860 730K000 18.000 EACH| 167.44000 3013.92| 219.30000 3947.40| 150.00000 2700.00 Traffic Signal Junction Box | | | 1870 730L003 50.000 LF | 4.19000 209.50| 1.89000 94.50| 3.75000 187.50 1", Non-Metallic, Conduit | | | 1880 730L005 1640.000 LF | 4.35000 7134.00| 4.04000 6625.60| 3.90000 6396.00 2", Non-Metallic, Conduit | | | 1890 730L007 100.000 LF | 4.53000 453.00| 6.63000 663.00| 4.05000 405.00 3", Non-Metallic, Conduit | | | 1900 730N000 9.000 EACH| 893.06000 8037.54| 423.30000 3809.70| 800.00000 7200.00 Luminaire Extension Assembly, 12 FT | | | 1910 730P022 12.000 EACH| 558.16000 6697.92| 673.20000 8078.40| 500.00000 6000.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1920 730P024 4.000 EACH| 1004.68000 4018.72| 1095.48000 4381.92| 900.00000 3600.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1930 730R052 2.000 EACH| 8930.53000 17861.06| 9799.14000 19598.28| 8000.00000 16000.00 Controller Assembly, 170, 8 Phase | | | 1940 730T000 2.000 EACH| 502.34000 1004.68| 663.00000 1326.00| 450.00000 900.00 Wood Pole | | | 1950 730U007 LUMP| 11163.16000 11163.16| 20556.06000 20556.06| 10000.00000 10000.00 Furnishing And Installing Video | | | Detection System (SR 53 @ | | | Stringfield/Dan Tibbs Road) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 047 -14 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20060113047 COUNTIES : MADISON LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01087 |( 3 ) 19010 |REED CONTRACTING SERVICES, |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1960 730U008 LUMP| 11163.16000 11163.16| 20556.06000 20556.06| 10000.00000 10000.00 Furnishing And Installing Video | | | Detection System (SR 53 @ Nick | | | Fitcheard Road) | | | 1970 730U009 LUMP| 11163.16000 11163.16| 20556.06000 20556.06| 10000.00000 10000.00 Furnishing And Installing Video | | | Detection System (SR 53 @ SR 255) | | | 1980 740B000 1002.000 SQFT| 11.04000 11062.08| 9.20000 9218.40| 8.75000 8767.50 Construction Signs | | | 1990 740D000 992.000 EACH| 37.30000 37001.60| 41.88000 41544.96| 60.00000 59520.00 Channelizing Drums | | | 2000 740E000 50.000 EACH| 17.87000 893.50| 0.01000 0.50| 13.10000 655.00 Cones (36 Inches High) | | | 2010 740F002 24.000 EACH| 244.39000 5865.36| 274.36000 6584.64| 230.00000 5520.00 Barricades, Type III | | | 2020 740I005 24.000 EACH| 779.20000 18700.80| 103.97000 2495.28| 766.25000 18390.00 Warning Lights, Type B (Detachable Head | | | 2030 740M001 50.000 EACH| 11.91000 595.50| 0.01000 0.50| 0.00000 0.00 Ballast For Cone | | | 2040 741C010 2.000 EACH| 1191.00000 2382.00| 668.52000 1337.04| 4200.00000 8400.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2050 742A001 2.000 EACH| 1786.50000 3573.00| 668.52000 1337.04| 6500.00000 13000.00 Portable Changeable Message Sign, Type | | | 2060 756A022 403.000 LF | 36.75000 14810.25| 29.07000 11715.21| 21.00000 8463.00 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 2070 756A023 35.000 LF | 42.00000 1470.00| 34.68000 1213.80| 38.50000 1347.50 5" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 2080 998A000 LUMP| 0.01000 0.01| 0.00000 0.00| 365000.00000 365000.00 Construction Fuel (Maximum Bid Limited | | | To $ 450,000.00) | | | 2090 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,924,152.48| $ 5,735,494.92| $ 6,073,751.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,924,152.48| $ 5,735,494.92| $ 6,073,751.08 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20060113048 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-7256(601) for constructing the Planing, Resurfacing and Traffic Stripe on CR-10 (Chalkville Road) from CR-30 to I-59 in Trussville. Length 1.967 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 535,181.50 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 593,034.90 110.8101% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 608,521.26 113.7037% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20060113048 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401A011 7556.000 SQYD| 3.05000 23045.80| 3.77000 28486.12| 3.39000 25614.84 Bituminous Treatment AKG | | | 0020 405A000 2259.000 GAL | 1.22000 2755.98| 1.42000 3207.78| 1.35000 3049.65 Tack Coat | | | 0030 408A052 29521.000 SQYD| 0.54000 15941.34| 2.68000 79116.28| 3.05000 90039.05 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 429A261 6201.000 TON | 47.42000 294051.42| 51.21000 317553.21| 45.00000 279045.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0050 429B265 180.000 TON | 87.37000 15726.60| 92.68000 16682.40| 72.00000 12960.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0060 429B268 180.000 TON | 73.13000 13163.40| 51.51000 9271.80| 75.00000 13500.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0070 600A000 LUMP| 35702.40000 35702.40| 5733.72000 5733.72| 34470.62000 34470.62 Mobilization | | | 0080 622A000 2.000 EACH| 61.09000 122.18| 288.13000 576.26| 300.00000 600.00 Manhole Covers Reset | | | 0090 701A031 4.000 MILE| 1332.16000 5328.64| 1236.00000 4944.00| 1375.72000 5502.88 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 4.000 MILE| 1554.18000 6216.72| 1442.00000 5768.00| 1659.43000 6637.72 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A040 5.000 MILE| 999.12000 4995.60| 927.00000 4635.00| 910.01000 4550.05 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 1.000 MILE| 999.12000 999.12| 927.00000 927.00| 910.01000 910.01 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701B005 3618.000 LF | 0.55000 1989.90| 0.52000 1881.36| 1.07000 3871.26 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20060113048 COUNTIES : JEFFERSON LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( 3 ) 07002 |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 6.000 MILE| 610.57000 3663.42| 566.50000 3399.00| 685.18000 4111.08 Broken Temporary Traffic Stripe | | | 0150 701C001 7.000 MILE| 721.58000 5051.06| 669.50000 4686.50| 770.83000 5395.81 Solid Temporary Traffic Stripe | | | 0160 703A002 6302.000 SQFT| 2.78000 17519.56| 2.58000 16259.16| 3.48000 21930.96 Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 1166.000 SQFT| 2.78000 3241.48| 2.58000 3008.28| 4.12000 4803.92 Traffic Control Legends, Class 2, Type | | | 0180 703D001 6302.000 SQFT| 1.39000 8759.78| 1.29000 8129.58| 2.14000 13486.28 Temporary Traffic Control Markings | | | 0190 705A030 401.000 EACH| 5.55000 2225.55| 5.15000 2065.15| 5.89000 2361.89 Pavement Markers, Class A-H, Type 2-C | | | 0200 705A031 349.000 EACH| 5.55000 1936.95| 5.15000 1797.35| 5.89000 2055.61 Pavement Markers, Class A-H, Type 1-A | | | 0210 705A032 135.000 EACH| 5.55000 749.25| 5.15000 695.25| 5.89000 795.15 Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 130.000 EACH| 5.55000 721.50| 5.15000 669.50| 5.89000 765.70 Pavement Markers, Class A-H, Type 2-D | | | 0230 705A038 131.000 EACH| 5.55000 727.05| 5.15000 674.65| 5.89000 771.59 Pavement Markers, Class A-H, Type 2-E | | | 0240 730H001 21075.000 LF | 2.78000 58588.50| 2.71000 57113.25| 2.65000 55848.75 Loop Wire | | | 0250 740B000 816.000 SQFT| 9.40000 7670.40| 8.65000 7058.40| 7.59000 6193.44 Construction Signs | | | 0260 740D000 50.000 EACH| 76.36000 3818.00| 48.67000 2433.50| 65.00000 3250.00 Channelizing Drums | | | 0270 741C010 2.000 EACH| 234.95000 469.90| 3131.20000 6262.40| 3000.00000 6000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0280 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 30,000.00) | | | SECTION TOTALS | $ 535,181.50| $ 593,034.90| $ 608,521.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 535,181.50| $ 593,034.90| $ 608,521.26 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20060113050 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0038(509) for constructing the Resurfacing, Traffic Stripe and Guardrail Median Protection on SR-38 (US-280) from CR-1044 (Highland Lakes Dr.) to east of CR-41 southeast of Birmingham. Length 1.500 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 512,362.80 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 551,732.31 107.6839% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20060113050 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 1200.000 CUYD| 21.06000 25272.00| 23.57000 28284.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 405A000 1966.000 GAL | 1.26000 2477.16| 1.57000 3086.62| Tack Coat | | | 0030 410H000 1.000 EACH| 9357.75000 9357.75| 18385.60000 18385.60| Material Remixing Device | | | 0040 420A015 2442.000 TON | 74.76000 182563.92| 81.00000 197802.00| Polymer Modified Open Graded Friction | | | Course | | | 0050 424A286 250.000 TON | 87.31000 21827.50| 110.00000 27500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424A289 235.000 TON | 99.27000 23328.45| 108.00000 25380.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424A360 272.000 TON | 89.76000 24414.72| 120.00000 32640.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B585 100.000 TON | 91.81000 9181.00| 145.00000 14500.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 600A000 LUMP| 7753.76000 7753.76| 9300.00000 9300.00| Mobilization | | | 0100 630A009 3496.000 LF | 33.27000 116311.92| 30.40000 106278.40| Steel Beam Guardrail, Class A, Type 1 | | | (Double-Faced Median Barrier) | | | 0110 630C001 4.000 EACH| 971.59000 3886.36| 892.50000 3570.00| Guardrail End Anchor, Type 8 | | | 0120 630C050 8.000 EACH| 2577.94000 20623.52| 2084.25000 16674.00| Guardrail End Anchor, Type 20 Series | | | 0130 650A000 240.000 CUYD| 17.12000 4108.80| 24.75000 5940.00| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20060113050 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 652A100 1.000 ACRE| 1216.01000 1216.01| 1575.00000 1575.00| Seeding | | | 0150 656A010 1.000 ACRE| 1216.01000 1216.01| 1575.00000 1575.00| Mulching | | | 0160 665A000 1.000 ACRE| 972.81000 972.81| 630.00000 630.00| Temporary Seeding | | | 0170 665B000 1.000 ACRE| 972.81000 972.81| 630.00000 630.00| Temporary Mulching | | | 0180 665J000 150.000 LF | 8.71000 1306.50| 18.80000 2820.00| Silt Fence, Type A | | | 0190 665O001 150.000 LF | 4.96000 744.00| 10.26000 1539.00| Silt Fence Removal | | | 0200 665Q001 150.000 LF | 7.78000 1167.00| 7.55000 1132.50| 20 Inch Wattle | | | 0210 666A001 1.000 ACRE| 60.80000 60.80| 157.50000 157.50| Pest Control Treatment | | | 0220 672B000 10.000 LB | 74.42000 744.20| 9.20000 92.00| Flocculant Powder | | | 0230 701A028 4.000 MILE| 1657.42000 6629.68| 1522.50000 6090.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0240 701A032 3.000 MILE| 2000.34000 6001.02| 1837.50000 5512.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0250 701A041 3.000 MILE| 1143.05000 3429.15| 1050.00000 3150.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701B009 8813.000 LF | 0.86000 7579.18| 0.79000 6962.27| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0270 701C000 3.000 MILE| 628.68000 1886.04| 577.50000 1732.50| Broken Temporary Traffic Stripe | | | 0280 701C001 4.000 MILE| 685.83000 2743.32| 630.00000 2520.00| Solid Temporary Traffic Stripe | | | 0290 703A002 4453.000 SQFT| 2.86000 12735.58| 2.63000 11711.39| Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 426.000 SQFT| 2.86000 1218.36| 2.63000 1120.38| Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20060113050 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( ) |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703D001 390.000 SQFT| 1.43000 557.70| 1.32000 514.80| Temporary Traffic Control Markings | | | 0320 705A030 24.000 EACH| 5.72000 137.28| 5.25000 126.00| Pavement Markers, Class A-H, Type 2-C | | | 0330 705A031 396.000 EACH| 5.72000 2265.12| 5.25000 2079.00| Pavement Markers, Class A-H, Type 1-A | | | 0340 740B000 575.000 SQFT| 8.21000 4720.75| 8.40000 4830.00| Construction Signs | | | 0350 740E000 135.000 EACH| 13.13000 1772.55| 23.30000 3145.50| Cones (36 Inches High) | | | 0360 740M001 135.000 EACH| 7.30000 985.50| 11.01000 1486.35| Ballast For Cone | | | 0370 741C010 1.000 EACH| 194.57000 194.57| 1260.00000 1260.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0380 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 17,500) | | | SECTION TOTALS | $ 512,362.80| $ 551,732.31| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 512,362.80| $ 551,732.31| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20060113052 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN06(202) for constructing the Resurfacing and Traffic Stripe on Alexandria-Jacksonville Highway from McClellan Road to the Jacksonville city limits. Length 5.929 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 782,953.00 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 817,159.28 104.3689% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20060113052 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 190.000 LF | 6.30000 1197.00| 6.00000 1140.00| Removing Guardrail | | | 0020 206E019 2.000 EACH| 105.00000 210.00| 100.00000 200.00| Removing Guardrail End Anchor (Type 10) | | | 0030 401B108 76538.000 SQYD| 0.88000 67353.44| 0.81000 61995.78| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 2397.000 GAL | 1.52000 3643.44| 2.00000 4794.00| Tack Coat | | | 0050 429A236 3262.000 TON | 53.86000 175691.32| 52.00000 169624.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0060 429A246 500.000 TON | 69.44000 34720.00| 49.00000 24500.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0070 429B240 6615.000 TON | 44.69000 295624.35| 47.50000 314212.50| Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0080 429B245 100.000 TON | 79.85000 7985.00| 75.00000 7500.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0090 430B043 4350.000 TON | 16.71000 72688.50| 15.50000 67425.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 10711.92000 10711.92| 61000.00000 61000.00| Mobilization | | | 0110 630A001 138.000 LF | 22.05000 3042.90| 21.00000 2898.00| Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C070 4.000 EACH| 1732.50000 6930.00| 1650.00000 6600.00| Guardrail End Anchor, Type 10 Series | | | 0130 701A031 12.000 MILE| 1435.77000 17229.24| 1290.00000 15480.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20060113052 COUNTIES : CALHOUN LETTING DATE : 01/13/06 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A035 9.000 MILE| 1725.15000 15526.35| 1550.00000 13950.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 3.000 MILE| 918.23000 2754.69| 825.00000 2475.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 9.000 MILE| 723.45000 6511.05| 650.00000 5850.00| Broken Temporary Traffic Stripe | | | 0170 701C001 27.000 MILE| 812.49000 21937.23| 730.00000 19710.00| Solid Temporary Traffic Stripe | | | 0180 703A002 520.000 SQFT| 3.90000 2028.00| 3.50000 1820.00| Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 100.000 SQFT| 5.57000 557.00| 5.00000 500.00| Traffic Control Legends, Class 2, Type | | | 0200 703D001 520.000 SQFT| 2.23000 1159.60| 2.00000 1040.00| Temporary Traffic Control Markings | | | 0210 705A032 190.000 EACH| 6.12000 1162.80| 5.50000 1045.00| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 536.000 EACH| 6.12000 3280.32| 5.50000 2948.00| Pavement Markers, Class A-H, Type 2-D | | | 0230 730Y500 LUMP| 10930.50000 10930.50| 10250.00000 10250.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Bicycle Warning | | | Lights | | | 0240 730Y501 LUMP| 10930.50000 10930.50| 10250.00000 10250.00| Furnishing And Installing Pedestal Pole | | | And Foundation With Bicycle Warning | | | Lights | | | 0250 740B000 228.000 SQFT| 8.90000 2029.20| 14.00000 3192.00| Construction Signs | | | 0260 740E000 100.000 EACH| 1.05000 105.00| 2.00000 200.00| Cones (36 Inches High) | | | 0270 740M001 100.000 EACH| 1.05000 105.00| 1.00000 100.00| Ballast For Cone | | | 0280 740O000 1.000 EACH| 6908.65000 6908.65| 6460.00000 6460.00| Pilot Car | | | 0290 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 35,500.00) | | | SECTION TOTALS | $ 782,953.00| $ 817,159.28| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 782,953.00| $ 817,159.28| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20060113053 COUNTIES : COLBERT LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 CONTRACT TIME : 110 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-8807(600) for constructing the Bridge Replacement and Approaches on Hook Street at Spring Creek in Tuscumbia. Length 0.436 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 2,030,842.58 100.0000% 2 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 2,095,599.61 103.1887% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060113053 COUNTIES : COLBERT LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 16000.00000 16000.00| 2900.00000 2900.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000.00 per Acre) | | | (Approx. 4 Acres) | | | 0020 206A000 LUMP| 36750.00000 36750.00| 40600.00000 40600.00| Removal Of Old Bridge, Station 110+85.3 | | | 0030 206C010 473.000 SQYD| 3.15000 1489.95| 3.48000 1646.04| Removing Concrete Driveway | | | 0040 206D000 515.000 LF | 8.40000 4326.00| 1.16000 597.40| Removing Pipe | | | 0050 206D003 652.000 LF | 2.10000 1369.20| 1.16000 756.32| Removing Curb And Gutter | | | 0060 209A000 10.000 EACH| 105.00000 1050.00| 200.00000 2000.00| Mailbox Reset, Single | | | 0070 210A000 5488.000 CUYD| 9.45000 51861.60| 3.48000 19098.24| Unclassified Excavation | | | 0080 210D000 4014.000 CUYD| 11.55000 46361.70| 5.22000 20953.08| Borrow Excavation | | | 0090 214A000 3118.000 CUYD| 10.50000 32739.00| 3.48000 10850.64| Structure Excavation | | | 0100 214B001 646.000 CUYD| 19.00000 12274.00| 13.50000 8721.00| Foundation Backfill, Commercial | | | 0110 230A000 23.000 RBST| 420.00000 9660.00| 116.00000 2668.00| Roadbed Processing | | | 0120 301A004 3259.000 SQYD| 3.57000 11634.63| 3.19000 10396.21| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0130 301A008 21219.000 SQYD| 4.20000 89119.80| 3.59600 76303.52| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0140 305B061 347.000 TON | 14.70000 5100.90| 25.00000 8675.00| Coarse Aggregate, Section 801, ALDOT | | | #410 (FOR MISCELLANEOUS USE) | | | 0150 401A000 8650.000 SQYD| 1.10000 9515.00| 5.80000 50170.00| Bituminous Treatment A | | | 0160 405A000 248.000 GAL | 2.50000 620.00| 2.32000 575.36| Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060113053 COUNTIES : COLBERT LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 429A240 755.000 TON | 68.00000 51340.00| 60.32000 45541.60| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0180 429A246 50.000 TON | 100.00000 5000.00| 60.32000 3016.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0190 429B241 1284.000 TON | 58.00000 74472.00| 52.20000 67024.80| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0200 430B040 20.000 TON | 18.90000 378.00| 23.20000 464.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0210 450B000 118.000 SQYD| 78.00000 9204.00| 62.00000 7316.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0220 502A000 81035.000 LB | 0.67000 54293.45| 0.63500 51457.23| Steel Reinforcement | | | 0230 502B000 LUMP| 64333.40000 64333.40| 60975.00000 60975.00| Steel Reinforcement For Bridge | | | Superstructure, Station 110+75, Approx. | | | 96,020 Lbs | | | 0240 505G003 28.000 EACH| 125.00000 3500.00| 203.00000 5684.00| Pile Points (Type A, 12") | | | 0250 505M002 478.000 LF | 40.00000 19120.00| 40.00000 19120.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0260 506A003 37.000 LF | 454.00000 16798.00| 435.00000 16095.00| Drilled Shaft Excavation, 5'-0" Diamete | | | 0270 506B005 99.000 LF | 1300.00000 128700.00| 1247.00000 123453.00| Special Drilled Shaft Excavation, 5'-0" | | | Diameter | | | 0280 506C044 136.000 LF | 121.00000 16456.00| 116.00000 15776.00| Drilled Shaft Construction, 5'-0" | | | Diameter, Class DS1 Concrete | | | 0290 506D000 60.000 LF | 181.00000 10860.00| 174.00000 10440.00| Exploration Below Drilled Shaft | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060113053 COUNTIES : COLBERT LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 506F006 136.000 LF | 248.00000 33728.00| 238.00000 32368.00| Permanent Drilled Shaft Casing, 5'-0" | | | Diameter | | | 0310 506G004 6.000 EACH| 1634.00000 9804.00| 1566.00000 9396.00| Crosshole Sonic Logging, 5'-0" Diameter | | | 0320 508A000 8755.000 LB | 3.75000 32831.25| 3.00000 26265.00| Structural Steel | | | 0330 510A000 229.000 CUYD| 425.00000 97325.00| 375.00000 85875.00| Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 173000.00000 173000.00| 207130.00000 207130.00| Bridge Concrete Superstructure, Sta. | | | 110+75, Approx. 385 Cu. Yds. | | | 0350 510E000 1258.000 SQYD| 3.20000 4025.60| 2.76000 3472.08| Grooving Concrete Bridge Decks | | | 0360 511A001 12.000 EACH| 190.00000 2280.00| 122.00000 1464.00| Elastomeric Bearings, Type 2 | | | 0370 511A051 36.000 EACH| 190.00000 6840.00| 205.00000 7380.00| Elastomeric Bearing Type 2 (Mark B2) | | | 0380 513B004 90.000 LF | 98.00000 8820.00| 75.60000 6804.00| Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0390 513B005 1605.000 LF | 133.00000 213465.00| 114.00000 182970.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0400 513B009 180.000 LF | 62.22000 11199.60| 142.50000 25650.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty | | | Item)(State Furnished) | | | 0410 533A098 316.000 LF | 25.20000 7963.20| 58.00000 18328.00| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0420 533A099 328.000 LF | 31.50000 10332.00| 71.00000 23288.00| 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0430 533A100 276.000 LF | 44.10000 12171.60| 97.00000 26772.00| 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0440 533A101 346.000 LF | 58.80000 20344.80| 101.00000 34946.00| 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0450 533A103 715.000 LF | 88.20000 63063.00| 122.00000 87230.00| 48" Storm Sewer Pipe (Class 3 R.C.) | | | 0460 600A000 LUMP| 172000.00000 172000.00| 200000.00000 200000.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 053 -5 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060113053 COUNTIES : COLBERT LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 602A000 3.000 EACH| 131.25000 393.75| 300.00000 900.00| Right Of Way Markers | | | 0480 610C001 2363.000 TON | 16.00000 37808.00| 30.00000 70890.00| Loose Riprap, Class 2 | | | 0490 610D003 2010.000 SQYD| 3.15000 6331.50| 3.00000 6030.00| Filter Blanket, Geotextile | | | 0500 614A000 69.000 CUYD| 257.25000 17750.25| 400.00000 27600.00| Slope Paving | | | 0510 618B003 491.000 SQYD| 43.05000 21137.55| 35.00000 17185.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0520 619A007 1.000 EACH| 1050.00000 1050.00| 550.00000 550.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0530 619A128 1.000 EACH| 945.00000 945.00| 575.00000 575.00| 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0540 619A207 2.000 EACH| 2310.00000 4620.00| 1300.00000 2600.00| 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0550 620A000 1.000 CUYD| 630.00000 630.00| 1000.00000 1000.00| Minor Structure Concrete | | | 0560 621A000 1.000 EACH| 1900.00000 1900.00| 3000.00000 3000.00| Junction Boxes, Type 1, 1P Or 5 | | | 0570 621A001 1.000 EACH| 1900.00000 1900.00| 3200.00000 3200.00| Junction Boxes, Type 1, 2P Or 5 | | | 0580 621B000 1.000 EACH| 735.00000 735.00| 900.00000 900.00| Junction Box Units, Type 1, 1P Or 5 | | | 0590 621B001 1.000 EACH| 735.00000 735.00| 900.00000 900.00| Junction Box Units, Type 1, 2P Or 5 | | | 0600 621C015 5.000 EACH| 2000.00000 10000.00| 2500.00000 12500.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0610 621C016 4.000 EACH| 2205.00000 8820.00| 3900.00000 15600.00| Inlets, Type S2 Or S4 (1 Wing) | | | 0620 621C018 1.000 EACH| 2625.00000 2625.00| 5200.00000 5200.00| Inlets, Type S2 Or S4 (2 Wing) | | | 0630 621C109 3.000 EACH| 1890.00000 5670.00| 650.00000 1950.00| Inlets, Type PD | | | 0640 621D015 4.000 EACH| 735.00000 2940.00| 600.00000 2400.00| Inlet Units, Type S1 Or S3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 053 -6 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060113053 COUNTIES : COLBERT LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 621D016 6.000 EACH| 735.00000 4410.00| 800.00000 4800.00| Inlet Units, Type S2 Or S4 | | | 0660 621D109 1.000 EACH| 630.00000 630.00| 650.00000 650.00| Inlet Units, Type PD | | | 0670 623A000 485.000 LF | 14.70000 7129.50| 30.70000 14889.50| Concrete Gutter | | | 0680 623C000 1672.000 LF | 11.55000 19311.60| 15.66000 26183.52| Combination Curb & Gutter, Type C | | | 0690 630A001 475.000 LF | 17.75000 8431.25| 19.80000 9405.00| Steel Beam Guardrail, Class A, Type 2 | | | 0700 630C003 4.000 EACH| 1490.00000 5960.00| 1320.00000 5280.00| Guardrail End Anchor, Type 13 | | | 0710 630C050 1.000 EACH| 2600.00000 2600.00| 2090.00000 2090.00| Guardrail End Anchor, Type 20 Series | | | 0720 630C070 3.000 EACH| 2000.00000 6000.00| 1815.00000 5445.00| Guardrail End Anchor, Type 10 Series | | | 0730 650A000 1267.000 CUYD| 9.50000 12036.50| 15.00000 19005.00| Topsoil | | | 0740 652A100 9.000 ACRE| 800.00000 7200.00| 522.00000 4698.00| Seeding | | | 0750 652C000 4.000 ACRE| 100.00000 400.00| 203.00000 812.00| Mowing | | | 0760 654A000 808.000 SQYD| 6.00000 4848.00| 4.93000 3983.44| Solid Sodding | | | 0770 656A010 9.000 ACRE| 800.00000 7200.00| 522.00000 4698.00| Mulching | | | 0780 659A003 153.000 SQYD| 6.00000 918.00| 1.35000 206.55| Erosion Control Netting, Class C2 | | | 0790 665A001 3.000 ACRE| 800.00000 2400.00| 493.00000 1479.00| Temporary Seeding | | | 0800 665B000 3.000 ACRE| 800.00000 2400.00| 493.00000 1479.00| Temporary Mulching | | | 0810 665I000 153.000 TON | 25.00000 3825.00| 25.00000 3825.00| Temporary Riprap, Class 2 | | | 0820 665J000 6444.000 LF | 6.50000 41886.00| 3.25000 20943.00| Silt Fence, Type A | | | 0830 665L000 478.000 LF | 8.90000 4254.20| 11.00000 5258.00| Floating Basin Boom | | | 0840 665O001 6444.000 LF | 3.00000 19332.00| 2.80000 18043.20| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 053 -7 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060113053 COUNTIES : COLBERT LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 665P001 3.000 EACH| 140.00000 420.00| 522.00000 1566.00| Inlet Protection Device | | | 0860 665Q000 341.000 LF | 4.75000 1619.75| 5.51000 1878.91| 12 Inch Wattle | | | 0870 665Q001 196.000 LF | 5.25000 1029.00| 6.38000 1250.48| 20 Inch Wattle | | | 0880 666A001 3.000 ACRE| 30.00000 90.00| 34.80000 104.40| Pest Control Treatment | | | 0890 674A000 500.000 LF | 3.50000 1750.00| 4.00000 2000.00| Construction Safety Fence | | | 0900 680A000 LUMP| 10000.00000 10000.00| 33000.00000 33000.00| Engineering Controls | | | 0910 701A028 1.000 MILE| 2050.00000 2050.00| 3108.00000 3108.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0920 701A046 1.000 MILE| 1025.00000 1025.00| 1665.00000 1665.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0930 701A048 2.000 MILE| 2050.00000 4100.00| 3108.00000 6216.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0940 701B009 665.000 LF | 1.05000 698.25| 1.67000 1110.55| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0950 701C000 1.000 MILE| 825.00000 825.00| 1110.00000 1110.00| Broken Temporary Traffic Stripe | | | 0960 701C001 4.000 MILE| 950.00000 3800.00| 1110.00000 4440.00| Solid Temporary Traffic Stripe | | | 0970 701D009 1.000 MILE| 2600.00000 2600.00| 2775.00000 2775.00| Solid Traffic Stripe Removed (Tape) | | | 0980 701E006 1266.000 LF | 2.15000 2721.90| 2.51000 3177.66| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0990 701G125 633.000 LF | 5.25000 3323.25| 5.55000 3513.15| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1000 701G133 633.000 LF | 5.25000 3323.25| 5.55000 3513.15| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 053 -8 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060113053 COUNTIES : COLBERT LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 703A002 1254.000 SQFT| 3.60000 4514.40| 3.89000 4878.06| Traffic Control Markings, Class 2, Type | | | A | | | 1020 703B002 113.000 SQFT| 4.25000 480.25| 4.28000 483.64| Traffic Control Legends, Class 2, Type | | | 1030 703D001 876.000 SQFT| 2.25000 1971.00| 1.67000 1462.92| Temporary Traffic Control Markings | | | 1040 705A030 25.000 EACH| 7.25000 181.25| 6.66000 166.50| Pavement Markers, Class A-H, Type 2-C | | | 1050 705A031 15.000 EACH| 7.25000 108.75| 6.66000 99.90| Pavement Markers, Class A-H, Type 1-A | | | 1060 705A037 137.000 EACH| 7.25000 993.25| 6.66000 912.42| Pavement Markers, Class A-H, Type 2-D | | | 1070 705A038 31.000 EACH| 7.25000 224.75| 6.66000 206.46| Pavement Markers, Class A-H, Type 2-E | | | 1080 710A115 43.000 SQFT| 15.50000 666.50| 15.66000 673.38| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1090 710A125 17.000 SQFT| 16.75000 284.75| 8.70000 147.90| Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IV, VII, VIII Or IX | | | Background) | | | 1100 710A126 42.000 SQFT| 17.25000 724.50| 16.82000 706.44| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type IX Background) | | | 1110 710B001 140.000 LF | 8.25000 1155.00| 17.40000 2436.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1120 713A000 50.000 LF | 115.00000 5750.00| 150.00000 7500.00| Permanent Barricades | | | 1130 740B000 582.000 SQFT| 10.00000 5820.00| 9.28000 5400.96| Construction Signs | | | 1140 740D000 50.000 EACH| 70.00000 3500.00| 63.80000 3190.00| Channelizing Drums | | | 1150 740E000 50.000 EACH| 19.00000 950.00| 16.00000 800.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 053 -9 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20060113053 COUNTIES : COLBERT LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 740F002 15.000 EACH| 500.00000 7500.00| 209.00000 3135.00| Barricades, Type III | | | 1170 740I005 11.000 EACH| 500.00000 5500.00| 337.00000 3707.00| Warning Lights, Type B (Detachable Head | | | 1180 740M001 50.000 EACH| 9.00000 450.00| 10.00000 500.00| Ballast For Cone | | | 1190 998A000 LUMP| 10.00000 10.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 99,000.00) | | | SECTION TOTALS | $ 2,030,842.58| $ 2,095,599.61| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,030,842.58| $ 2,095,599.61| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20060113055 COUNTIES : CHILTON LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1120(202) for constructing the Resurfacing and Traffic Stripe on CR-50 from SR-191 to west R.O.W. of CSX Railroad in Thorsby. Length 4.799 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03097 CHILTON PAVING & ASPHALT, LLC $ 429,518.47 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 455,538.61 106.0580% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 557,032.48 129.6877% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060113055 COUNTIES : CHILTON LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 04013 |( 3 ) 23024 |CHILTON PAVING & ASPHALT, L |DUNN CONSTRUCTION CO., INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 68.000 LF | 2.27000 154.36| 3.28000 223.04| 3.95000 268.60 Removing Guardrail | | | 0020 206E027 3.000 EACH| 284.09000 852.27| 109.19000 327.57| 132.00000 396.00 Removing Guardrail End Anchor (Type 10 | | | Series) | | | 0030 210D021 1900.000 CUYD| 13.43000 25517.00| 12.71000 24149.00| 7.19000 13661.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0040 212A000 508.000 STA | 13.37000 6791.96| 13.90000 7061.20| 41.00000 20828.00 Machine Grading Shoulders | | | 0050 405A000 3105.000 GAL | 1.48000 4595.40| 1.21000 3757.05| 3.20000 9936.00 Tack Coat | | | 0060 429A221 5311.000 TON | 38.44000 204154.84| 42.20000 224124.20| 51.95000 275906.45 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429C224 1000.000 TON | 56.99000 56990.00| 71.86000 71860.00| 75.26000 75260.00 Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0080 429C226 1000.000 TON | 40.59000 40590.00| 48.58000 48580.00| 52.34000 52340.00 Improved Bituminous Concrete Base Layer | | | Leveling, 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0090 600A000 LUMP| 14577.26000 14577.26| 10369.01000 10369.01| 31500.00000 31500.00 Mobilization | | | 0100 630A001 100.000 LF | 39.20000 3920.00| 38.22000 3822.00| 45.85000 4585.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 4.000 EACH| 2102.27000 8409.08| 2074.58000 8298.32| 2488.78000 9955.12 Guardrail End Anchor, Type 20 Series | | | 0120 652A100 4.000 ACRE| 909.09000 3636.36| 545.94000 2183.76| 654.94000 2619.76 Seeding | | | 0130 656A010 4.000 ACRE| 965.91000 3863.64| 545.94000 2183.76| 654.94000 2619.76 Mulching | | | 0140 665F000 150.000 EACH| 9.09000 1363.50| 8.74000 1311.00| 10.48000 1572.00 Hay Bales | | | 0150 665J000 150.000 LF | 3.98000 597.00| 3.82000 573.00| 4.58000 687.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20060113055 COUNTIES : CHILTON LETTING DATE : 01/13/06 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 04013 |( 3 ) 23024 |CHILTON PAVING & ASPHALT, L |DUNN CONSTRUCTION CO., INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665O001 150.000 LF | 1.99000 298.50| 0.55000 82.50| 0.65000 97.50 Silt Fence Removal | | | 0170 701A030 10.000 MILE| 1000.00000 10000.00| 873.51000 8735.10| 1047.91000 10479.10 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0180 701A034 6.000 MILE| 965.91000 5795.46| 873.51000 5241.06| 1047.91000 6287.46 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0190 701A044 4.000 MILE| 443.18000 1772.72| 382.16000 1528.64| 458.46000 1833.84 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0200 701C000 4.000 MILE| 681.82000 2727.28| 491.35000 1965.40| 589.45000 2357.80 Broken Temporary Traffic Stripe | | | 0210 701C001 24.000 MILE| 795.45000 19090.80| 600.54000 14412.96| 720.44000 17290.56 Solid Temporary Traffic Stripe | | | 0220 703A004 312.000 SQFT| 4.55000 1419.60| 2.73000 851.76| 3.27000 1020.24 Traffic Control Markings, Class 2T, | | | Type A | | | 0230 703B004 69.000 SQFT| 5.68000 391.92| 2.73000 188.37| 3.27000 225.63 Traffic Control Legends, Class 2T, Type | | | A | | | 0240 705A032 95.000 EACH| 6.25000 593.75| 5.46000 518.70| 6.55000 622.25 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 465.000 EACH| 6.25000 2906.25| 5.46000 2538.90| 6.55000 3045.75 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 403.000 SQFT| 11.05000 4453.15| 8.13000 3276.39| 9.72000 3917.16 Construction Signs | | | 0270 740E000 50.000 EACH| 11.36000 568.00| 11.62000 581.00| 14.41000 720.50 Cones (36 Inches High) | | | 0280 740O000 1.000 EACH| 3488.37000 3488.37| 6794.92000 6794.92| 2000.00000 2000.00 Pilot Car | | | 0290 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 23,000.00) | | | SECTION TOTALS | $ 429,518.47| $ 455,538.61| $ 557,032.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 429,518.47| $ 455,538.61| $ 557,032.48 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20060113057 COUNTIES : ESCAMBIA LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2703(200) for constructing the Leveling, Resurfacing and Traffic Stripe on CR-4 (Bradley Road) from 0.28 miles east of the Conecuh River to CR-11 (Dixie Road) east of Brewton. Length 8.863 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 841,261.30 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 869,173.00 103.3178% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20060113057 COUNTIES : ESCAMBIA LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02032 |( ) |APAC-SOUTHEAST, INC. |BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 360.000 LF | 3.00000 1080.00| 6.00000 2160.00| Removing Guardrail | | | 0020 210D001 5000.000 CUYD| 8.00000 40000.00| 6.50000 32500.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 212A000 932.000 STA | 17.00000 15844.00| 28.00000 26096.00| Machine Grading Shoulders | | | 0040 405A000 5080.000 GAL | 1.50000 7620.00| 1.50000 7620.00| Tack Coat | | | 0050 429A220 8700.000 TON | 53.00000 461100.00| 54.00000 469800.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 429A226 1800.000 TON | 53.00000 95400.00| 58.00000 104400.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0070 429B233 1710.000 TON | 52.25000 89347.50| 58.00000 99180.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0080 600A000 LUMP| 20800.00000 20800.00| 10000.00000 10000.00| Mobilization | | | 0090 630A004 360.000 LF | 31.50000 11340.00| 44.00000 15840.00| Steel Beam Guardrail, Class B, Type 2 | | | 0100 630C022 4.000 EACH| 1500.00000 6000.00| 1450.00000 5800.00| Guardrail End Anchor, Type Special | | | 0110 630C070 4.000 EACH| 1750.00000 7000.00| 2000.00000 8000.00| Guardrail End Anchor, Type 10 Series | | | 0120 652A100 12.000 ACRE| 495.00000 5940.00| 550.00000 6600.00| Seeding | | | 0130 656A010 12.000 ACRE| 435.00000 5220.00| 550.00000 6600.00| Mulching | | | 0140 701A031 18.000 MILE| 1250.00000 22500.00| 1250.00000 22500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0150 701A035 14.000 MILE| 1500.00000 21000.00| 1500.00000 21000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20060113057 COUNTIES : ESCAMBIA LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02032 |( ) |APAC-SOUTHEAST, INC. |BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A045 3.000 MILE| 825.00000 2475.00| 825.00000 2475.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 8.000 MILE| 620.00000 4960.00| 620.00000 4960.00| Broken Temporary Traffic Stripe | | | 0180 701C001 30.000 MILE| 690.00000 20700.00| 690.00000 20700.00| Solid Temporary Traffic Stripe | | | 0190 703A002 170.000 SQFT| 5.00000 850.00| 5.00000 850.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 740B000 260.000 SQFT| 7.88000 2048.80| 8.00000 2080.00| Construction Signs | | | 0210 740E000 60.000 EACH| 0.30000 18.00| 0.10000 6.00| Cones (36 Inches High) | | | 0220 740M001 60.000 EACH| 0.30000 18.00| 0.10000 6.00| Ballast For Cone | | | 0230 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 37,000.00) | | | SECTION TOTALS | $ 841,261.30| $ 869,173.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 841,261.30| $ 869,173.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20060113059 COUNTIES : SUMTER LETTING DATE : 01/13/06 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-6018(200) for constructing the Resurfacing, Traffic Stripe and Pile Encasement on CR-13 from US-80 to US-11 in Livingston. Length 8.083 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,294,228.80 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060113059 COUNTIES : SUMTER LETTING DATE : 01/13/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 02032 |( ) |S. T. BUNN CONSTRUCTION CO. |BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305A000 14228.000 CUYD| 9.80000 139434.40| | Borrow, Section 210, A-4 Or Better, For | | | Miscellaneous Use | | | 0020 405A000 3095.000 GAL | 1.50000 4642.50| | Tack Coat | | | 0030 429A220 6963.000 TON | 55.20000 384357.60| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0040 429B225 200.000 TON | 75.00000 15000.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429B229 5240.000 TON | 51.12000 267868.80| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0060 504G000 80.000 LF | 1500.00000 120000.00| | Steel Piling Encasement, Wet Condition | | | 0070 504G001 10.000 LF | 1000.00000 10000.00| | Steel Piling Encasement, Dry Condition | | | 0080 600A000 LUMP| 61480.00000 61480.00| | Mobilization | | | 0090 610C001 1900.000 TON | 85.00000 161500.00| | Loose Riprap, Class 2 | | | 0100 610D000 1080.000 SQYD| 5.00000 5400.00| | Filter Blanket | | | 0110 630A001 317.000 LF | 36.50000 11570.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C070 12.000 EACH| 1850.00000 22200.00| | Guardrail End Anchor, Type 10 Series | | | 0130 652A100 6.000 ACRE| 500.00000 3000.00| | Seeding | | | 0140 656A010 6.000 ACRE| 500.00000 3000.00| | Mulching | | | 0150 665F000 100.000 EACH| 8.00000 800.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 059 -3 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20060113059 COUNTIES : SUMTER LETTING DATE : 01/13/06 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 02032 |( ) |S. T. BUNN CONSTRUCTION CO. |BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665J000 320.000 LF | 4.00000 1280.00| | Silt Fence, Type A | | | 0170 665O001 320.000 LF | 0.50000 160.00| | Silt Fence Removal | | | 0180 701A031 17.000 MILE| 1280.00000 21760.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0190 701A035 13.000 MILE| 1550.00000 20150.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701A045 7.000 MILE| 900.00000 6300.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0210 701C000 13.000 MILE| 650.00000 8450.00| | Broken Temporary Traffic Stripe | | | 0220 701C001 26.000 MILE| 730.00000 18980.00| | Solid Temporary Traffic Stripe | | | 0230 703A002 150.000 SQFT| 5.50000 825.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0240 740B000 232.000 SQFT| 10.00000 2320.00| | Construction Signs | | | 0250 740E000 50.000 EACH| 5.00000 250.00| | Cones (36 Inches High) | | | 0260 740O000 1.000 EACH| 3500.00000 3500.00| | Pilot Car | | | 0270 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 47,000.00) | | | SECTION TOTALS | $ 1,294,228.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,294,228.80| $ 869,173.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 064 -1 VENDOR RANKING CALL ORDER : 064 CONTRACT ID : 20060113064 COUNTIES : MARION FRANKLIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-047-187-001 for constructing the Resurfacing and Traffic Stripe on SR-187 from SR-17 (US-43) to Main Street in Hodges. Length 9.612 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONSTRUCTION, INC. $ 1,428,787.05 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,546,277.20 108.2231% 3 19074 S & M EQUIPMENT CO., INC. $ 1,622,504.70 113.5582% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 064 -2 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20060113064 COUNTIES : MARION FRANKLIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 19074 |TRI-COUNTY CONSTRUCTION, IN |APAC-SOUTHEAST, INC. |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 209A000 11.000 EACH| 80.00000 880.00| 188.22000 2070.42| 100.00000 1100.00 Mailbox Reset, Single | | | 0020 209A002 5.000 EACH| 100.00000 500.00| 441.48000 2207.40| 200.00000 1000.00 Mailbox Reset, Multiple | | | 0030 305B060 4110.000 TON | 16.00000 65760.00| 22.35000 91858.50| 15.00000 61650.00 Crushed Aggregate, Section 825, TYPE B | | | FOR MISCELLANEOUS USE | | | 0040 405A000 9221.000 GAL | 1.20000 11065.20| 1.24000 11434.04| 1.50000 13831.50 Tack Coat | | | 0050 408A051 578.000 SQYD| 9.00000 5202.00| 8.40000 4855.20| 14.00000 8092.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 424A340 11424.000 TON | 42.79000 488832.96| 46.74000 533957.76| 49.00000 559776.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424A349 102.000 TON | 78.39000 7995.78| 137.39000 14013.78| 56.00000 5712.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424B639 1000.000 TON | 52.10000 52100.00| 50.00000 50000.00| 44.00000 44000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B642 2507.000 TON | 44.25000 110934.75| 47.14000 118179.98| 47.25000 118455.75 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 424B643 12939.000 TON | 37.94000 490905.66| 41.24000 533604.36| 45.75000 591959.25 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424B646 112.000 TON | 69.60000 7795.20| 126.31000 14146.72| 50.75000 5684.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0120 600A000 LUMP| 20000.00000 20000.00| 13836.85000 13836.85| 35000.00000 35000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 064 -3 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20060113064 COUNTIES : MARION FRANKLIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 19074 |TRI-COUNTY CONSTRUCTION, IN |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 665F000 50.000 EACH| 10.00000 500.00| 3.91000 195.50| 5.00000 250.00 Hay Bales | | | 0140 665J000 100.000 LF | 10.00000 1000.00| 8.45000 845.00| 5.00000 500.00 Silt Fence, Type A | | | 0150 665O001 100.000 LF | 3.00000 300.00| 4.38000 438.00| 3.00000 300.00 Silt Fence Removal | | | 0160 665Q001 200.000 LF | 8.00000 1600.00| 4.37000 874.00| 12.00000 2400.00 20 Inch Wattle | | | 0170 680A000 LUMP| 20000.00000 20000.00| 3260.16000 3260.16| 10000.00000 10000.00 Engineering Controls | | | 0180 701A028 20.000 MILE| 1750.00000 35000.00| 1882.39000 37647.80| 1925.00000 38500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 4.000 MILE| 1050.00000 4200.00| 1129.43000 4517.72| 1155.00000 4620.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 15.000 MILE| 1995.00000 29925.00| 2145.92000 32188.80| 2194.50000 32917.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701C000 7.000 MILE| 650.00000 4550.00| 699.17000 4894.19| 715.00000 5005.00 Broken Temporary Traffic Stripe | | | 0220 701C001 54.000 MILE| 750.00000 40500.00| 806.74000 43563.96| 825.00000 44550.00 Solid Temporary Traffic Stripe | | | 0230 703A002 910.000 SQFT| 3.25000 2957.50| 3.50000 3185.00| 3.58000 3257.80 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703D001 1820.000 SQFT| 2.00000 3640.00| 2.15000 3913.00| 2.20000 4004.00 Temporary Traffic Control Markings | | | 0250 705A032 199.000 EACH| 5.50000 1094.50| 5.92000 1178.08| 6.05000 1203.95 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 1039.000 EACH| 5.50000 5714.50| 5.92000 6150.88| 6.05000 6285.95 Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 926.000 SQFT| 9.00000 8334.00| 7.90000 7315.40| 15.00000 13890.00 Construction Signs | | | 0280 740D000 20.000 EACH| 50.00000 1000.00| 39.12000 782.40| 50.00000 1000.00 Channelizing Drums | | | 0290 740E000 200.000 EACH| 5.00000 1000.00| 8.54000 1708.00| 15.63000 3126.00 Cones (36 Inches High) | | | 0300 740M001 200.000 EACH| 5.00000 1000.00| 4.89000 978.00| 9.67000 1934.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 064 -4 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20060113064 COUNTIES : MARION FRANKLIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 19074 |TRI-COUNTY CONSTRUCTION, IN |APAC-SOUTHEAST, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740O000 1.000 EACH| 1500.00000 1500.00| 2475.30000 2475.30| 2500.00000 2500.00 Pilot Car | | | 0320 998A000 LUMP| 3000.00000 3000.00| 1.00000 1.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 70,000.00) | | | SECTION TOTALS | $ 1,428,787.05| $ 1,546,277.20| $ 1,622,504.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,428,787.05| $ 1,546,277.20| $ 1,622,504.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 069 -1 VENDOR RANKING CALL ORDER : 069 CONTRACT ID : 20060113069 COUNTIES : MARSHALL LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-484-205-605 for constructing the Planing, Resurfacing and Traffic Stripe on SR-205 from SR-75 in Albertville to SR-1 (US-431) in Guntersville. Length 5.995 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 909,206.85 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 069 -2 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20060113069 COUNTIES : MARSHALL LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2774.000 GAL | 2.50000 6935.00| | Tack Coat | | | 0020 408A052 78015.000 SQYD| 0.78000 60851.70| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 410H000 1.000 EACH| 25000.00000 25000.00| | Material Remixing Device | | | 0040 424A341 8250.000 TON | 45.64000 376530.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424B640 1875.000 TON | 47.53000 89118.75| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B647 2180.000 TON | 47.53000 103615.40| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 430B040 600.000 TON | 18.85000 11310.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0080 600A000 LUMP| 80000.00000 80000.00| | Mobilization | | | 0090 665J000 1000.000 LF | 1.00000 1000.00| | Silt Fence, Type A | | | 0100 665O001 1000.000 LF | 1.00000 1000.00| | Silt Fence Removal | | | 0110 665Q001 60.000 LF | 10.00000 600.00| | 20 Inch Wattle | | | 0120 701A028 12.000 MILE| 1750.00000 21000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A046 5.000 MILE| 1000.00000 5000.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701A048 8.000 MILE| 2000.00000 16000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 069 -3 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20060113069 COUNTIES : MARSHALL LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701B009 100.000 LF | 1.00000 100.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 9.000 MILE| 650.00000 5850.00| | Broken Temporary Traffic Stripe | | | 0170 701C001 28.000 MILE| 700.00000 19600.00| | Solid Temporary Traffic Stripe | | | 0180 701G125 771.000 LF | 4.75000 3662.25| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G133 771.000 LF | 4.75000 3662.25| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701H001 1542.000 LF | 0.50000 771.00| | Solid Traffic Stripe Removed (Plastic) | | | 0210 703A002 1658.000 SQFT| 3.00000 4974.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 135.000 SQFT| 3.50000 472.50| | Traffic Control Legends, Class 2, Type | | | 0230 705A032 292.000 EACH| 6.00000 1752.00| | Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 559.000 EACH| 6.00000 3354.00| | Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 47.000 EACH| 6.00000 282.00| | Pavement Markers, Class A-H, Type 2-E | | | 0260 730H001 3100.000 LF | 2.50000 7750.00| | Loop Wire | | | 0270 730I001 550.000 LF | 1.00000 550.00| | Loop Detector Lead-In-Cable | | | 0280 740B000 474.000 SQFT| 9.00000 4266.00| | Construction Signs | | | 0290 740D000 100.000 EACH| 58.00000 5800.00| | Channelizing Drums | | | 0300 740E000 200.000 EACH| 12.00000 2400.00| | Cones (36 Inches High) | | | 0310 740M001 200.000 EACH| 5.00000 1000.00| | Ballast For Cone | | | 0320 741C010 1.000 EACH| 2200.00000 2200.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 069 -4 TABULATION OF BIDS CALL ORDER : 069 CONTRACT ID : 20060113069 COUNTIES : MARSHALL LETTING DATE : 01/13/06 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 998A000 LUMP| 42800.00000 42800.00| | Construction Fuel (Maximum Bid Limited | | | To $ 42,800.00) | | | SECTION TOTALS | $ 909,206.85| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 909,206.85| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 071 -1 VENDOR RANKING CALL ORDER : 071 CONTRACT ID : 20060113071 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-595-119-616 for constructing the Planing, Loop Detectors, Resurfacing and Traffic Stripe on SR-119 from east of SR-3 (US-31) in Pelham to Cahaba River Drive. Length 7.640 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03097 CHILTON PAVING & ASPHALT, LLC $ 1,469,499.51 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,524,406.81 103.7365% 3 01087 APAC-SOUTHEAST, INC. $ 1,642,750.02 111.7898% 4 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,644,822.56 111.9308% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 071 -2 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20060113071 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 04013 |( 3 ) 01087 |CHILTON PAVING & ASPHALT, L |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 30.000 EACH| 147.06000 4411.80| 179.79000 5393.70| 140.00000 4200.00 Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 294.12000 294.12| 254.50000 254.50| 360.00000 360.00 Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 705.88000 705.88| 311.97000 311.97| 440.00000 440.00 Mailbox Reset, Multiple | | | 0040 305B060 2200.000 TON | 29.14000 64108.00| 21.01000 46222.00| 12.35000 27170.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1 1/2", | | | 0050 401B108 6600.000 SQYD| 2.56000 16896.00| 2.43000 16038.00| 2.30000 15180.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0060 405A000 6095.000 GAL | 1.38000 8411.10| 1.20000 7314.00| 1.20000 7314.00 Tack Coat | | | 0070 408A052 203004.000 SQYD| 0.74000 150222.96| 1.04000 211124.16| 0.96000 194883.84 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 424A361 14974.000 TON | 42.28000 633100.72| 42.89000 642234.86| 48.93000 732677.82 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 2500.000 TON | 44.63000 111575.00| 47.55000 118875.00| 49.38000 123450.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424A370 128.000 TON | 72.07000 9224.96| 95.19000 12184.32| 103.00000 13184.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B685 2000.000 TON | 56.13000 112260.00| 56.63000 113260.00| 50.00000 100000.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 600A000 LUMP| 26315.79000 26315.79| 87895.59000 87895.59| 110450.00000 110450.00 Mobilization | | | 0130 665F000 50.000 EACH| 7.65000 382.50| 9.19000 459.50| 20.00000 1000.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 071 -3 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20060113071 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 04013 |( 3 ) 01087 |CHILTON PAVING & ASPHALT, L |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 150.000 LF | 4.41000 661.50| 4.60000 690.00| 10.00000 1500.00 Silt Fence, Type A | | | 0150 665O001 150.000 LF | 2.06000 309.00| 2.34000 351.00| 5.00000 750.00 Silt Fence Removal | | | 0160 701A028 21.000 MILE| 2090.40000 43898.40| 1566.50000 32896.50| 1925.00000 40425.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A032 2.000 MILE| 1186.44000 2372.88| 1566.50000 3133.00| 1925.00000 3850.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 2.000 MILE| 1186.44000 2372.88| 1080.34000 2160.68| 1090.00000 2180.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A046 3.000 MILE| 1186.44000 3559.32| 1080.34000 3241.02| 1090.00000 3270.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 18.000 MILE| 2372.88000 42711.84| 1890.60000 34030.80| 2185.00000 39330.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 6611.000 LF | 1.69000 11172.59| 0.82000 5421.02| 1.56000 10313.16 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 10.000 MILE| 813.56000 8135.60| 486.15000 4861.50| 750.00000 7500.00 Broken Temporary Traffic Stripe | | | 0230 701C001 36.000 MILE| 881.36000 31728.96| 594.19000 21390.84| 811.50000 29214.00 Solid Temporary Traffic Stripe | | | 0240 703A002 11924.000 SQFT| 3.95000 47099.80| 2.70000 32194.80| 3.64000 43403.36 Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 2344.000 SQFT| 4.52000 10594.88| 2.70000 6328.80| 4.16000 9751.04 Traffic Control Legends, Class 2, Type | | | 0260 703D001 6112.000 SQFT| 2.26000 13813.12| 1.36000 8312.32| 2.08000 12712.96 Temporary Traffic Control Markings | | | 0270 705A030 132.000 EACH| 6.21000 819.72| 5.40000 712.80| 5.72000 755.04 Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 180.000 EACH| 6.21000 1117.80| 5.40000 972.00| 5.72000 1029.60 Pavement Markers, Class A-H, Type 1-A | | | 0290 705A032 145.000 EACH| 6.21000 900.45| 5.40000 783.00| 5.72000 829.40 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 071 -4 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20060113071 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 03097 |( 2 ) 04013 |( 3 ) 01087 |CHILTON PAVING & ASPHALT, L |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A037 1230.000 EACH| 6.21000 7638.30| 5.40000 6642.00| 5.72000 7035.60 Pavement Markers, Class A-H, Type 2-D | | | 0310 730H001 28864.000 LF | 2.54000 73314.56| 2.70000 77932.80| 2.58000 74469.12 Loop Wire | | | 0320 730I001 2100.000 LF | 1.69000 3549.00| 1.08000 2268.00| 1.30000 2730.00 Loop Detector Lead-In-Cable | | | 0330 740B000 1064.000 SQFT| 9.41000 10012.24| 7.76000 8256.64| 8.47000 9012.08 Construction Signs | | | 0340 740D000 75.000 EACH| 64.23000 4817.25| 57.47000 4310.25| 62.00000 4650.00 Channelizing Drums | | | 0350 740E000 250.000 EACH| 11.30000 2825.00| 15.52000 3880.00| 11.00000 2750.00 Cones (36 Inches High) | | | 0360 740M001 250.000 EACH| 6.78000 1695.00| 4.60000 1150.00| 9.00000 2250.00 Ballast For Cone | | | 0370 741C010 1.000 EACH| 6470.59000 6470.59| 919.44000 919.44| 2730.00000 2730.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0380 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 78,500.00) | | | SECTION TOTALS | $ 1,469,499.51| $ 1,524,406.81| $ 1,642,750.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,469,499.51| $ 1,524,406.81| $ 1,642,750.02 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 071 -5 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20060113071 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07002 |( ) |( ) |GOOD HOPE CONTRACTING CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 30.000 EACH| 175.00000 5250.00| | Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 225.00000 225.00| | Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 250.00000 250.00| | Mailbox Reset, Multiple | | | 0040 305B060 2200.000 TON | 18.11000 39842.00| | Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1 1/2", | | | 0050 401B108 6600.000 SQYD| 2.50000 16500.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0060 405A000 6095.000 GAL | 1.35000 8228.25| | Tack Coat | | | 0070 408A052 203004.000 SQYD| 0.75000 152253.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 424A361 14974.000 TON | 47.88000 716955.12| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 2500.000 TON | 53.59000 133975.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424A370 128.000 TON | 56.62000 7247.36| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B685 2000.000 TON | 54.83000 109660.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 600A000 LUMP| 110195.95000 110195.95| | Mobilization | | | 0130 665F000 50.000 EACH| 6.00000 300.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 071 -6 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20060113071 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07002 |( ) |( ) |GOOD HOPE CONTRACTING CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 150.000 LF | 3.00000 450.00| | Silt Fence, Type A | | | 0150 665O001 150.000 LF | 1.00000 150.00| | Silt Fence Removal | | | 0160 701A028 21.000 MILE| 1980.61000 41592.81| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A032 2.000 MILE| 1980.61000 3961.22| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 2.000 MILE| 1124.13000 2248.26| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A046 3.000 MILE| 1124.13000 3372.39| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 18.000 MILE| 2248.26000 40468.68| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 6611.000 LF | 1.61000 10643.71| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 10.000 MILE| 770.83000 7708.30| | Broken Temporary Traffic Stripe | | | 0230 701C001 36.000 MILE| 835.07000 30062.52| | Solid Temporary Traffic Stripe | | | 0240 703A002 11924.000 SQFT| 3.75000 44715.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 2344.000 SQFT| 4.28000 10032.32| | Traffic Control Legends, Class 2, Type | | | 0260 703D001 6112.000 SQFT| 2.14000 13079.68| | Temporary Traffic Control Markings | | | 0270 705A030 132.000 EACH| 5.89000 777.48| | Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 180.000 EACH| 5.89000 1060.20| | Pavement Markers, Class A-H, Type 1-A | | | 0290 705A032 145.000 EACH| 5.89000 854.05| | Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 071 -7 TABULATION OF BIDS CALL ORDER : 071 CONTRACT ID : 20060113071 COUNTIES : SHELBY LETTING DATE : 01/13/06 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 07002 |( ) |( ) |GOOD HOPE CONTRACTING CO., | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A037 1230.000 EACH| 5.89000 7244.70| | Pavement Markers, Class A-H, Type 2-D | | | 0310 730H001 28864.000 LF | 3.45000 99580.80| | Loop Wire | | | 0320 730I001 2100.000 LF | 0.53000 1113.00| | Loop Detector Lead-In-Cable | | | 0330 740B000 1064.000 SQFT| 7.59000 8075.76| | Construction Signs | | | 0340 740D000 75.000 EACH| 85.00000 6375.00| | Channelizing Drums | | | 0350 740E000 250.000 EACH| 20.00000 5000.00| | Cones (36 Inches High) | | | 0360 740M001 250.000 EACH| 7.50000 1875.00| | Ballast For Cone | | | 0370 741C010 1.000 EACH| 3500.00000 3500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0380 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 78,500.00) | | | SECTION TOTALS | $ 1,644,822.56| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,644,822.56| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 072 -1 VENDOR RANKING CALL ORDER : 072 CONTRACT ID : 20060113072 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-409-022-000-652 for the Litter Collection and Maintenance Roadside Mowing along I-10 and I-65. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 184,096.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 072 -2 TABULATION OF BIDS CALL ORDER : 072 CONTRACT ID : 20060113072 COUNTIES : BALDWIN LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02040 |( ) |( ) |BENTLEY TURF AND LANDSCAPE, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 48000.00000 144000.00| | Maintenance Roadside Mowing | | | (Approximately 1330 Acres) | | | 0020 655F000 3.000 CYCL| 12000.00000 36000.00| | Litter Collection (Approximately Approx | | | 1095 Acres) | | | 0030 740B000 256.000 SQFT| 16.00000 4096.00| | Construction Signs | | | 0040 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 11,000) | | | SECTION TOTALS | $ 184,096.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 184,096.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 073 -1 VENDOR RANKING CALL ORDER : 073 CONTRACT ID : 20060113073 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-409-491-000-651 for the Litter Collection and Maintenance Roadside Mowing along I-10, I-65 and I-165. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 300,096.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 073 -2 TABULATION OF BIDS CALL ORDER : 073 CONTRACT ID : 20060113073 COUNTIES : MOBILE LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02040 |( ) |( ) |BENTLEY TURF AND LANDSCAPE, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 4.000 CYCL| 65000.00000 260000.00| | Maintenance Roadside Mowing | | | (Approximately 1476 Acres) | | | 0020 655F000 4.000 CYCL| 9000.00000 36000.00| | Litter Collection (Approximately Approx | | | 771 Acres) | | | 0030 740B000 256.000 SQFT| 16.00000 4096.00| | Construction Signs | | | 0040 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 15,000) | | | SECTION TOTALS | $ 300,096.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 300,096.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 074 -1 VENDOR RANKING CALL ORDER : 074 CONTRACT ID : 20060113074 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-409-690-000-653 for the Litter Collection and Maintenance Roadway Mowing along I-65. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 178,096.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/17/06 PAGE : 074 -2 TABULATION OF BIDS CALL ORDER : 074 CONTRACT ID : 20060113074 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 01/13/06 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02040 |( ) |( ) |BENTLEY TURF AND LANDSCAPE, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 45000.00000 135000.00| | Maintenance Roadside Mowing | | | (Approximately 1138 Acres) | | | 0020 655F000 3.000 CYCL| 13000.00000 39000.00| | Litter Collection (Approximately Approx | | | 1138 Acres) | | | 0030 740B000 256.000 SQFT| 16.00000 4096.00| | Construction Signs | | | 0040 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 9,500) | | | SECTION TOTALS | $ 178,096.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 178,096.00| $ 0.00| $ ====================================================================================================================================