ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 CONTRACT TIME : 10/16/14 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-I010(319) for constructing the Grade, Drain, Base, Pave, Signs and Bridges on I-10 Interchange at CR-68 with connector to Baldwin Beach Express. Length 1.084 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 13125 MCINNIS CONSTRUCTION, LLC $ 10,577,901.14 100.0000% 2 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 10,764,742.44 101.7663% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 10,969,411.29 103.7012% 4 14001 NEWELL ROADBUILDERS, INC. $ 11,492,577.18 108.6470% 5 14007 W. S. NEWELL & SONS, INC. $ 11,537,655.79 109.0732% 6 20041 TANNER, INC. $ 12,825,727.43 121.2502% 7 05009 EUTAW CONSTRUCTION COMPANY, INC. $ 13,530,671.16 127.9145% 8 19120 SUMMIT INDUSTRIES, L.L.C. $ 13,776,186.70 130.2355% 9 07050 GULF EQUIPMENT CORPORATION $ 14,514,249.16 137.2129% 10 30031 AMMONS BLACKMON JV $ 15,588,018.83 147.3640% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |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 201A002 LUMP| 276770.00000 276770.00| 400436.00000 400436.00| 196381.34000 196381.34 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 104 | | | | | | 0020 205A001 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 0.01000 0.01 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 0.01000 0.01 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 0.01000 0.01 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 0.01000 0.01| 1.00000 1.00| 0.01000 0.01 Removal Of Structures, Structure No. 4 | | | 0060 206C003 358.000 SQYD| 5.00000 1790.00| 4.22000 1510.76| 4.63000 1657.54 Removing Concrete Flumes | | | 0070 206D000 327.000 LF | 7.50000 2452.50| 1.49000 487.23| 8.46000 2766.42 Removing Pipe | | | 0080 206D001 1847.000 LF | 3.00000 5541.00| 2.02000 3730.94| 2.21000 4081.87 Removing Guardrail | | | 0090 206D011 11415.000 LF | 0.10000 1141.50| 0.01000 114.15| 1.14000 13013.10 Removing Fence | | | 0100 206E000 4.000 EACH| 150.00000 600.00| 202.71000 810.84| 129.33000 517.32 Removing Headwalls | | | 0110 210A000 488004.000 CUYD| 2.64000 1288330.56| 2.70000 1317610.80| 2.51000 1224890.04 Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 210C000 31185.000 CUYD| 2.92000 91060.20| 3.72000 116008.20| 6.79000 211746.15 Muck Excavation | | | 0130 210D012 150.000 CUYD| 15.00000 2250.00| 25.35000 3802.50| 9.19000 1378.50 Borrow Excavation (A-2-4(0) Or A-4(0)) | | | 0140 210D025 54450.000 CUYD| 0.01000 544.50| 0.01000 544.50| 0.01000 544.50 Borrow Excavation (Improved Roadbed) | | | 0150 210E000 31185.000 CUYD| 0.01000 311.85| 5.87000 183055.95| 5.63000 175571.55 Borrow Excavation (Underwater Backfill) | | | 0160 214A000 9176.000 CUYD| 3.00000 27528.00| 0.70000 6423.20| 0.01000 91.76 Structure Excavation | | | 0170 214B001 2954.000 CUYD| 20.63000 60941.02| 53.18000 157093.72| 0.01000 29.54 Foundation Backfill, Commercial | | | 0180 215A000 570.000 CUYD| 10.00000 5700.00| 10.64000 6064.80| 11.23000 6401.10 Unclassified Bridge Excavation | | | 0190 215B000 LUMP| 90000.00000 90000.00| 95793.98000 95793.98| 101098.45000 101098.45 Cofferdams Or Sheeting And Shoring, STA | | | 611+47.121 | | | 0200 215B001 LUMP| 80000.00000 80000.00| 85150.20000 85150.20| 89865.29000 89865.29 Cofferdams Or Sheeting And Shoring, Sta | | | 614+21.157 | | | 0210 230A000 303.000 RBST| 175.00000 53025.00| 0.01000 3.03| 282.90000 85718.70 Roadbed Processing | | | 0220 401A000 107226.000 SQYD| 0.91000 97575.66| 0.89000 95431.14| 0.90000 96503.40 Bituminous Treatment A | | | 0230 405A000 6107.000 GAL | 6.81000 41588.67| 6.74000 41161.18| 3.62000 22107.34 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 407B000 15.000 MILE| 101.01000 1515.15| 126.81000 1902.15| 204.24000 3063.60 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0250 408A051 4217.000 SQYD| 2.30000 9699.10| 2.29000 9656.93| 0.84000 3542.28 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0260 408A052 369.000 SQYD| 6.56000 2420.64| 6.52000 2405.88| 3.24000 1195.56 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0270 410A002 1.000 EACH| 5050.51000 5050.51| 28500.00000 28500.00| 22284.50000 22284.50 Profilograph | | | 0280 410H000 1.000 EACH| 10101.01000 10101.01| 44570.00000 44570.00| 33426.75000 33426.75 Material Remixing Device | | | 0290 424A280 15.000 TON | 148.48000 2227.20| 149.24000 2238.60| 112.08000 1681.20 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0300 424A360 7970.000 TON | 69.70000 555509.00| 67.99000 541880.30| 71.91000 573122.70 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0310 424A363 20.000 TON | 92.93000 1858.60| 92.11000 1842.20| 70.48000 1409.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B280 436.000 TON | 83.84000 36554.24| 83.36000 36344.96| 74.67000 32556.12 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0330 424B581 2652.000 TON | 69.19000 183491.88| 68.92000 182775.84| 59.28000 157210.56 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0340 424B650 12075.000 TON | 50.92000 614859.00| 50.41000 608700.75| 65.50000 790912.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0350 424B681 13310.000 TON | 57.73000 768386.30| 57.28000 762396.80| 56.96000 758137.60 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0360 428C000 3494.000 LF | 0.07000 244.58| 0.07000 244.58| 0.30000 1048.20 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 430B000 1000.000 TON | 40.35000 40350.00| 45.22000 45220.00| 34.37000 34370.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0380 450B000 265.000 SQYD| 100.00000 26500.00| 106.44000 28206.60| 112.33000 29767.45 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 502A000 121553.000 LB | 1.00000 121553.00| 1.06000 128846.18| 1.16000 141001.48 Steel Reinforcement | | | 0400 502B000 LUMP| 72720.00000 72720.00| 77401.53000 77401.53| 81687.55000 81687.55 Steel Reinforcement For Bridge | | | Superstructure, Sta. 611+47.121 Approximately 80,800 | | | | | | 0410 502B001 LUMP| 62010.00000 62010.00| 66002.05000 66002.05| 69656.83000 69656.83 Steel Reinforcement For Bridge | | | Superstructure, Sta. 614+21.157, Approximately 68,900 | | | | | | 0420 505A002 4.000 EACH| 500.00000 2000.00| 532.19000 2128.76| 561.66000 2246.64 Steel Test Piles (HP 12x53) | | | 0430 505B057 4.000 EACH| 500.00000 2000.00| 532.19000 2128.76| 561.66000 2246.64 Static Loading Tests (HP 12x53) | | | 0440 505B087 4.000 EACH| 500.00000 2000.00| 532.19000 2128.76| 561.66000 2246.64 Dynamic Loading Tests (HP 12x53) | | | 0450 505M002 7650.000 LF | 38.00000 290700.00| 40.45000 309442.50| 42.69000 326578.50 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0460 508A000 18460.000 LB | 2.75000 50765.00| 2.93000 54087.80| 3.09000 57041.40 Structural Steel | | | 0470 510A000 568.000 CUYD| 610.00000 346480.00| 649.27000 368785.36| 685.22000 389204.96 Bridge Substructure Concrete, Class A | | | 0480 510C051 LUMP| 125250.00000 125250.00| 133313.29000 133313.29| 140695.35000 140695.35 Bridge Concrete Superstructure, Sta. | | | 611+47.121 Approximately 334 CY | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 510C052 LUMP| 101250.00000 101250.00| 107768.22000 107768.22| 113735.76000 113735.76 Bridge Concrete Superstructure, Sta. | | | 614+21.157, Approximately 270 CY | | | 0500 510E000 2054.000 SQYD| 4.00000 8216.00| 4.26000 8750.04| 4.49000 9222.46 Grooving Concrete Bridge Decks | | | 0510 511A072 96.000 EACH| 400.00000 38400.00| 425.75000 40872.00| 449.33000 43135.68 Elastomeric Bearing Type 4 (Mark VB3) | | | 0520 513B005 3152.000 LF | 100.00000 315200.00| 106.44000 335498.88| 112.33000 354064.16 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0530 524A011 125.000 CUYD| 913.98000 114247.50| 900.46000 112557.50| 1176.81000 147101.25 Culvert Concrete (Cast In Place) | | | 0540 530A001 814.000 LF | 32.65000 26577.10| 24.22000 19715.08| 21.37000 17395.18 18" Roadway Pipe (Class 3 R.C.) | | | 0550 530A003 363.000 LF | 49.19000 17855.97| 43.21000 15685.23| 42.67000 15489.21 30" Roadway Pipe (Class 3 R.C.) | | | 0560 530A004 253.000 LF | 55.04000 13925.12| 53.84000 13621.52| 54.12000 13692.36 36" Roadway Pipe (Class 3 R.C.) | | | 0570 530A005 215.000 LF | 73.11000 15718.65| 66.79000 14359.85| 61.95000 13319.25 42" Roadway Pipe (Class 3 R.C.) | | | 0580 530A006 242.000 LF | 104.32000 25245.44| 81.61000 19749.62| 75.34000 18232.28 48" Roadway Pipe (Class 3 R.C.) | | | 0590 530A008 238.000 LF | 121.10000 28821.80| 121.26000 28859.88| 112.42000 26755.96 60" Roadway Pipe (Class 3 R.C.) | | | 0600 530A494 69.000 LF | 30.00000 2070.00| 41.10000 2835.90| 29.69000 2048.61 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 530A815 11.000 LF | 55.00000 605.00| 88.87000 977.57| 59.54000 654.94 15" Roadway Pipe (14 Gauge C.C.M.) | | | (Stack Pipe)(No Bedding Required) | | | 0620 530B002 62.000 LF | 51.29000 3179.98| 36.31000 2251.22| 32.79000 2032.98 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0630 530B003 146.000 LF | 52.06000 7600.76| 41.37000 6040.02| 40.35000 5891.10 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0640 530B004 1120.000 LF | 62.17000 69630.40| 55.40000 62048.00| 50.70000 56784.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0650 530B005 483.000 LF | 79.23000 38268.09| 70.22000 33916.26| 66.44000 32090.52 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0660 530B007 501.000 LF | 106.29000 53251.29| 102.23000 51217.23| 98.13000 49163.13 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0670 530B008 2486.000 LF | 131.99000 328127.14| 123.44000 306871.84| 121.74000 302645.64 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0680 530C024 72.000 LF | 425.00000 30600.00| 240.82000 17339.04| 289.20000 20822.40 36" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 535B091 106.000 LF | 48.73000 5165.38| 49.13000 5207.78| 33.87000 3590.22 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0700 535B094 453.000 LF | 77.54000 35125.62| 98.77000 44742.81| 67.13000 30409.89 51" Span, 31" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0710 600A000 LUMP| 625000.00000 625000.00| 391530.00000 391530.00| 586323.02000 586323.02 Mobilization | | | 0720 602A000 80.000 EACH| 250.00000 20000.00| 204.52000 16361.60| 286.58000 22926.40 Right Of Way Markers | | | 0730 606A000 3000.000 LF | 8.50000 25500.00| 12.98000 38940.00| 9.33000 27990.00 6" Underdrain Pipe | | | 0740 610C001 1481.000 TON | 68.00000 100708.00| 52.49000 77737.69| 50.75000 75160.75 Loose Riprap, Class 2 | | | 0750 610D003 7270.000 SQYD| 1.50000 10905.00| 2.72000 19774.40| 1.88000 13667.60 Filter Blanket, Geotextile | | | 0760 614A000 262.000 CUYD| 258.06000 67611.72| 250.13000 65534.06| 320.14000 83876.68 Slope Paving | | | 0770 619A002 7.000 EACH| 651.52000 4560.64| 473.65000 3315.55| 745.15000 5216.05 18" Roadway Pipe End Treatment, Class 1 | | | 0780 619A004 3.000 EACH| 818.18000 2454.54| 973.91000 2921.73| 1103.92000 3311.76 30" Roadway Pipe End Treatment, Class 1 | | | 0790 619A005 2.000 EACH| 989.90000 1979.80| 1108.02000 2216.04| 1269.52000 2539.04 36" Roadway Pipe End Treatment, Class 1 | | | 0800 619A006 2.000 EACH| 1111.11000 2222.22| 1425.20000 2850.40| 1545.50000 3091.00 42" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 619A009 1.000 EACH| 2601.01000 2601.01| 1750.90000 1750.90| 2318.24000 2318.24 60" Roadway Pipe End Treatment, Class 1 | | | 0820 619A204 2.000 EACH| 1696.97000 3393.94| 1971.23000 3942.46| 1931.87000 3863.74 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0830 619A207 1.000 EACH| 2146.46000 2146.46| 2681.17000 2681.17| 3422.17000 3422.17 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0840 619B017 2.000 EACH| 848.48000 1696.96| 685.46000 1370.92| 883.14000 1766.28 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0850 619B019 4.000 EACH| 1242.42000 4969.68| 999.45000 3997.80| 1655.89000 6623.56 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0860 619B117 4.000 EACH| 1696.97000 6787.88| 956.88000 3827.52| 1655.89000 6623.56 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0870 619B120 8.000 EACH| 2207.07000 17656.56| 1995.71000 15965.68| 1655.89000 13247.12 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0880 619B144 1.000 EACH| 2828.28000 2828.28| 2354.40000 2354.40| 2980.60000 2980.60 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0890 619B268 2.000 EACH| 1696.97000 3393.94| 1708.33000 3416.66| 1987.07000 3974.14 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 619B269 1.000 EACH| 2373.74000 2373.74| 1898.85000 1898.85| 2097.46000 2097.46 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0910 619B299 1.000 EACH| 3393.94000 3393.94| 2870.63000 2870.63| 3532.56000 3532.56 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0920 619B300 2.000 EACH| 3959.60000 7919.20| 2945.14000 5890.28| 3753.35000 7506.70 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0930 619B302 2.000 EACH| 4863.64000 9727.28| 4504.45000 9008.90| 5188.45000 10376.90 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0940 619B314 1.000 EACH| 4747.47000 4747.47| 4307.54000 4307.54| 6071.59000 6071.59 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 (Triple Line) | | | 0950 619B415 2.000 EACH| 3959.60000 7919.20| 5760.41000 11520.82| 4415.70000 8831.40 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 2 (Double Line) | | | 0960 621A005 4.000 EACH| 3166.67000 12666.68| 4672.62000 18690.48| 3035.79000 12143.16 Junction Boxes, Type 1 | | | 0970 621A019 8.000 EACH| 3166.67000 25333.36| 6226.61000 49812.88| 2759.81000 22078.48 Junction Boxes, Type 1 Or 2P | | | 0980 621A034 2.000 EACH| 5090.91000 10181.82| 15964.60000 31929.20| 14351.03000 28702.06 Junction Boxes, Type 4 (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 621B005 8.000 EACH| 681.82000 5454.56| 851.50000 6812.00| 717.55000 5740.40 Junction Box Units, Type 1 | | | 1000 621B014 7.000 EACH| 681.82000 4772.74| 888.76000 6221.32| 717.55000 5022.85 Junction Box Units, Type 1 Or 2P | | | 1010 621B025 2.000 EACH| 681.82000 1363.64| 1064.38000 2128.76| 2207.85000 4415.70 Junction Box Units, Type 4 (Modified) | | | 1020 621C020 12.000 EACH| 2828.28000 33939.36| 2485.32000 29823.84| 2870.21000 34442.52 Inlets, Type Y | | | 1030 621C110 1.000 EACH| 6451.61000 6451.61| 7176.03000 7176.03| 6181.98000 6181.98 Inlets, Type PD-6 | | | 1040 621D019 9.000 EACH| 681.82000 6136.38| 605.63000 5450.67| 607.16000 5464.44 Inlet Units, Type Y | | | 1050 629D001 6.000 EACH| 2688.17000 16129.02| 2634.34000 15806.04| 2732.21000 16393.26 Bridge Guardrail Retrofit, Type C | | | 1060 630A001 2475.000 LF | 19.25000 47643.75| 16.94000 41926.50| 18.49000 45762.75 Steel Beam Guardrail, Class A, Type 2 | | | 1070 630C001 4.000 EACH| 750.00000 3000.00| 960.60000 3842.40| 1048.73000 4194.92 Guardrail End Anchor, Type 8 | | | 1080 630C003 8.000 EACH| 1675.00000 13400.00| 1668.41000 13347.28| 1821.48000 14571.84 Guardrail End Anchor, Type 13 | | | 1090 630C050 8.000 EACH| 2100.00000 16800.00| 1997.04000 15976.32| 2180.25000 17442.00 Guardrail End Anchor, Type 20 Series | | | 1101 634A002 9688.000 LF | 11.43000 110733.84| 11.97000 115965.36| 12.34000 119549.92 Industrial Fence, 6 Feet High | | | 1110 641A512 260.000 LF | 8.11000 2108.60| 8.36000 2173.60| 9.24000 2402.40 3/4 Inch Copper Water Service Line Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 641A682 210.000 LF | 25.33000 5319.30| 21.34000 4481.40| 23.59000 4953.90 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1130 641A684 3050.000 LF | 35.46000 108153.00| 25.04000 76372.00| 28.90000 88145.00 8 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1150 641A746 70.000 LF | 12.16000 851.20| 11.18000 782.60| 12.36000 865.20 6 Inch P.V.C. Water Main Laid | | | 1160 641A748 6813.000 LF | 10.13000 69015.69| 10.54000 71809.02| 11.65000 79371.45 8 Inch P.V.C. Water Main Laid | | | 1170 641C500 5370.000 LB | 3.55000 19063.50| 3.33000 17882.10| 3.68000 19761.60 Ductile Iron Fittings | | | 1180 641D500 4.000 EACH| 2431.61000 9726.44| 2483.19000 9932.76| 2745.41000 10981.64 Fire Hydrant | | | 1190 641E500 1.000 EACH| 1215.81000 1215.81| 798.28000 798.28| 882.58000 882.58 Fire Hydrant Reset | | | 1210 641J516 2.000 EACH| 709.22000 1418.44| 682.27000 1364.54| 754.31000 1508.62 6 Inch Gate Valve With Box | | | 1220 641J518 9.000 EACH| 901.72000 8115.48| 948.36000 8535.24| 1048.50000 9436.50 8 Inch Gate Valve With Box | | | 1230 641L500 31.000 CUYD| 126.65000 3926.15| 279.93000 8677.83| 309.49000 9594.19 Concrete for Water Mains (Thrust Blocks | | | 1250 641M512 17.000 EACH| 65.86000 1119.62| 51.09000 868.53| 56.49000 960.33 6 Inch Retainer Gland | | | 1260 641M514 129.000 EACH| 65.86000 8495.94| 63.86000 8237.94| 70.61000 9108.69 8 Inch Retainer Gland | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1270 641N520 4.000 EACH| 405.27000 1621.08| 381.05000 1524.20| 421.29000 1685.16 8 Inch x 6 Inch Anchor Tee | | | 1280 641O520 5.000 EACH| 2330.29000 11651.45| 2394.85000 11974.25| 2647.74000 13238.70 8 Inch x 8 Inch Tapping Valve And Sleev | | | 1290 641P515 9.000 EACH| 151.98000 1367.82| 258.64000 2327.76| 285.96000 2573.64 3/4 Inch Service Tap | | | 1300 641R510 9.000 EACH| 81.05000 729.45| 176.69000 1590.21| 195.34000 1758.06 3/4 Inch Water Meter And Box Reset | | | 1310 649A540 1030.000 LF | 38.50000 39655.00| 61.20000 63036.00| 67.66000 69689.80 14 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1320 649A635 70.000 LF | 91.19000 6383.30| 94.62000 6623.40| 104.62000 7323.40 12 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1330 649A640 1095.000 LF | 111.45000 122037.75| 102.50000 112237.50| 113.32000 124085.40 14 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1340 650B000 51772.000 CUYD| 3.25000 168259.00| 3.87000 200357.64| 3.13000 162046.36 Topsoil From Stockpiles | | | 1350 652A100 77.000 ACRE| 586.98000 45197.46| 1104.80000 85069.60| 657.09000 50595.93 Seeding | | | 1360 654A001 49599.000 SQYD| 2.67000 132429.33| 4.30000 213275.70| 2.90000 143837.10 Solid Sodding (Bermuda) | | | 1370 656A010 77.000 ACRE| 586.98000 45197.46| 474.50000 36536.50| 637.52000 49089.04 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 659C001 9513.000 SQYD| 1.07000 10178.91| 0.89000 8466.57| 1.16000 11035.08 Erosion Control Product, Type S3 | | | 1390 659C002 46391.000 SQYD| 1.07000 49638.37| 0.92000 42679.72| 1.16000 53813.56 Erosion Control Product, Type S2 | | | 1400 659C006 17427.000 SQYD| 4.80000 83649.60| 3.13000 54546.51| 5.22000 90968.94 Erosion Control Product, Type C6 | | | 1410 665A000 77.000 ACRE| 34.15000 2629.55| 1069.05000 82316.85| 202.85000 15619.45 Temporary Seeding | | | 1421 665B001 231.000 TON | 288.15000 66562.65| 50.40000 11642.40| 260.80000 60244.80 Temporary Mulching | | | 1430 665C010 600.000 LF | 35.00000 21000.00| 13.43000 8058.00| 9.74000 5844.00 Temporary Pipe | | | 1440 665E000 2500.000 SQYD| 1.47000 3675.00| 3.00000 7500.00| 0.71000 1775.00 Polyethylene | | | 1450 665I000 2310.000 TON | 68.00000 157080.00| 53.85000 124393.50| 48.73000 112566.30 Temporary Riprap, Class 2 | | | 1460 665J002 17900.000 LF | 5.00000 89500.00| 2.74000 49046.00| 2.04000 36516.00 Silt Fence | | | 1470 665K000 2700.000 CUYD| 7.50000 20250.00| 15.53000 41931.00| 4.90000 13230.00 Drainage Sump Excavation | | | 1480 665O001 17900.000 LF | 0.25000 4475.00| 0.89000 15931.00| 0.65000 11635.00 Silt Fence Removal | | | 1490 665P005 26.000 EACH| 250.00000 6500.00| 172.45000 4483.70| 216.41000 5626.66 Inlet Protection, Stage 3 Or 4 | | | 1500 665Q002 4461.000 LF | 9.00000 40149.00| 6.51000 29041.11| 3.90000 17397.90 Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -16 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1510 665T000 4300.000 LF | 2.00000 8600.00| 2.13000 9159.00| 2.14000 9202.00 Temporary Earth Berms | | | 1520 680A001 LUMP| 80446.46000 80446.46| 66700.00000 66700.00| 59081.82000 59081.82 Geometric Controls | | | 1530 698A000 LUMP| 23834.34000 23834.34| 22150.00000 22150.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 726,000.00) | | | 1540 701A227 10.000 MILE| 2393.62000 23936.20| 2394.85000 23948.50| 2608.02000 26080.20 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1550 701A230 7.000 MILE| 2393.62000 16755.34| 2394.85000 16763.95| 2608.02000 18256.14 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1560 701A239 4.000 MILE| 1436.17000 5744.68| 1436.91000 5747.64| 1564.81000 6259.24 Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1570 701B027 19.000 LF | 10.64000 202.16| 10.64000 202.16| 11.59000 220.21 Dotted, Class W, Type A Traffic Stripe | | | (5" Wide) | | | 1580 701B207 6765.000 LF | 0.43000 2908.95| 0.43000 2908.95| 0.46000 3111.90 Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 1590 701C003 3.000 MILE| 904.26000 2712.78| 904.72000 2714.16| 985.25000 2955.75 Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -17 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1600 701D007 1.000 MILE| 1063.83000 1063.83| 1064.38000 1064.38| 1159.12000 1159.12 Solid Traffic Stripe Removed (Paint) | | | 1610 701E006 650.000 LF | 2.13000 1384.50| 2.13000 1384.50| 2.32000 1508.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1620 701G142 631.000 LF | 2.13000 1344.03| 2.13000 1344.03| 2.32000 1463.92 Broken White, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1630 701G146 1073.000 LF | 3.72000 3991.56| 3.73000 4002.29| 4.06000 4356.38 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1640 701G154 760.000 LF | 3.72000 2827.20| 3.73000 2834.80| 4.06000 3085.60 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1650 703A002 7315.000 SQFT| 2.98000 21798.70| 2.98000 21798.70| 3.25000 23773.75 Traffic Control Markings, Class 2, Type | | | A | | | 1660 703A011 33.000 SQFT| 21.28000 702.24| 21.29000 702.57| 23.18000 764.94 Traffic Control Markings, Class W, Type | | | A | | | 1670 703B002 517.000 SQFT| 3.03000 1566.51| 3.03000 1566.51| 3.30000 1706.10 Traffic Control Legends, Class 2, Type | | | 1680 703B011 45.000 SQFT| 29.79000 1340.55| 29.80000 1341.00| 32.46000 1460.70 Traffic Control Legends, Class W, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -18 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1690 703C000 100.000 SQFT| 3.19000 319.00| 3.19000 319.00| 3.48000 348.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1700 703D002 210.000 SQFT| 2.13000 447.30| 2.13000 447.30| 2.32000 487.20 Temporary Traffic Control Markings | | | (Paint) | | | 1710 705A023 125.000 EACH| 3.72000 465.00| 3.73000 466.25| 4.06000 507.50 Pavement Markers, Class C, Type 2-D | | | 1720 705A024 100.000 EACH| 3.72000 372.00| 3.73000 373.00| 4.06000 406.00 Pavement Markers, Class C, Type 2-E | | | 1730 705A030 753.000 EACH| 3.19000 2402.07| 3.19000 2402.07| 3.48000 2620.44 Pavement Markers, Class A-H, Type 2-C | | | 1740 705A031 692.000 EACH| 3.19000 2207.48| 3.19000 2207.48| 3.48000 2408.16 Pavement Markers, Class A-H, Type 1-A | | | 1750 705A032 517.000 EACH| 3.19000 1649.23| 3.19000 1649.23| 3.48000 1799.16 Pavement Markers, Class A-H, Type 1-B | | | 1760 705A037 120.000 EACH| 3.19000 382.80| 3.19000 382.80| 3.48000 417.60 Pavement Markers, Class A-H, Type 2-D | | | 1770 705A038 26.000 EACH| 3.19000 82.94| 3.19000 82.94| 3.48000 90.48 Pavement Markers, Class A-H, Type 2-E | | | 1780 707A024 40.000 EACH| 37.63000 1505.20| 37.25000 1490.00| 40.98000 1639.20 Type 2B, Red And Amber Delineator | | | Installation | | | 1790 707B003 1.000 EACH| 139.78000 139.78| 138.37000 138.37| 152.21000 152.21 Type A Hazard Marker Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -19 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1800 707B004 4.000 EACH| 139.78000 559.12| 138.37000 553.48| 152.21000 608.84 Type B Hazard Marker Installation | | | 1810 709B000 2.000 EACH| 139.78000 279.56| 138.37000 276.74| 234.78000 469.56 Milepost Reset | | | 1820 710A115 784.000 SQFT| 15.05000 11799.20| 14.90000 11681.60| 16.39000 12849.76 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1830 710A126 244.000 SQFT| 16.13000 3935.72| 15.97000 3896.68| 17.56000 4284.64 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 1840 710A140 1711.000 SQFT| 23.66000 40482.26| 23.42000 40071.62| 25.76000 44075.36 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | | | | 1850 710A141 252.000 SQFT| 23.66000 5962.32| 23.42000 5901.84| 25.76000 6491.52 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 Gauge (Type III Background) | | | | | | 1860 710B001 1956.000 LF | 8.60000 16821.60| 8.52000 16665.12| 9.37000 18327.72 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -20 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1870 710B006 57.000 LF | 59.14000 3370.98| 58.54000 3336.78| 64.40000 3670.80 Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 1880 710B007 64.000 LF | 86.02000 5505.28| 85.15000 5449.60| 93.67000 5994.88 Roadway Sign Post (W6 x 15 Steel Beam) | | | 1890 710B010 124.000 LF | 69.89000 8666.36| 69.18000 8578.32| 76.10000 9436.40 Roadway Sign Post (W6 x 9 Steel Beam) | | | 1900 710B011 65.000 LF | 75.27000 4892.55| 74.51000 4843.15| 81.96000 5327.40 Roadway Sign Post (W6 x 12 Steel Beam) | | | 1910 710B015 446.000 LF | 96.77000 43159.42| 95.79000 42722.34| 105.37000 46995.02 Roadway Sign Post (W12 x 26 Steel Beam) | | | 1920 710B018 80.000 LF | 7.53000 602.40| 7.45000 596.00| 8.20000 656.00 Roadway Sign Post (#2 "U" Channel | | | Galvanized Steel) | | | 1930 713A000 30.000 LF | 145.00000 4350.00| 82.92000 2487.60| 90.52000 2715.60 Permanent Barricades | | | 1940 726A000 2000.000 LF | 42.00000 84000.00| 7.17000 14340.00| 48.70000 97400.00 Portable Concrete Safety Barriers,Type | | | 1950 726A001 40.000 LF | 100.00000 4000.00| 7.17000 286.80| 53.57000 2142.80 Portable Concrete Safety Barriers,Type | | | 6-A | | | 1960 726D025 4.000 EACH| 4838.71000 19354.84| 9297.10000 37188.40| 9911.82000 39647.28 Portable Impact Attenuator Assembly | | | (Unidirectional,TL-3) | | | 1970 728A000 1.000 EACH| 12516.13000 12516.13| 25345.68000 25345.68| 15669.21000 15669.21 Truck Mounted Impact Attenuator Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -21 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 23056 |( 3 ) 23011 |MCINNIS CONSTRUCTION, LLC |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1980 740B000 2462.000 SQFT| 6.40000 15756.80| 6.39000 15732.18| 8.94000 22010.28 Construction Signs | | | 1990 740C000 33.000 SQFT| 6.40000 211.20| 6.39000 210.87| 8.94000 295.02 Special Construction Signs | | | 2000 740D000 629.000 EACH| 41.62000 26178.98| 71.11000 44728.19| 39.19000 24650.51 Channelizing Drums | | | 2010 740E000 100.000 EACH| 10.00000 1000.00| 24.78000 2478.00| 10.49000 1049.00 Cones (36 Inches High) | | | 2020 740F002 42.000 EACH| 197.44000 8292.48| 79.94000 3357.48| 204.23000 8577.66 Barricades, Type III | | | 2030 740I005 21.000 EACH| 266.81000 5603.01| 240.02000 5040.42| 193.19000 4056.99 Warning Lights, Type B (Detachable Head | | | 2040 740M001 100.000 EACH| 5.00000 500.00| 0.01000 1.00| 5.24000 524.00 Ballast For Cone | | | 2050 741C010 2.000 EACH| 2668.09000 5336.18| 1267.29000 2534.58| 3725.75000 7451.50 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2060 742A001 2.000 EACH| 6937.03000 13874.06| 1267.29000 2534.58| 8196.64000 16393.28 Portable Changeable Message Sign, Type | | | 2070 999 000 1780.000 HOUR| 0.80000 1424.00| 0.80000 1424.00| 0.80000 1424.00 Trainee Hours At 80 Cents Per Hour | | | 2080 301A012 AA1 107226.000 SQYD| | | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 2090 304A008 AA2 107226.000 SQYD| 6.09000 653006.34| 5.33000 571514.58| 6.27000 672307.02 Soil-Cement, 6 Inches Thick | | | SECTION TOTALS | $ 10,577,901.14| $ 10,764,742.44| $ 10,969,411.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,577,901.14| $ 10,764,742.44| $ 10,969,411.29 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -22 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 416000.00000 416000.00| 76320.00000 76320.00| 151192.84000 151192.84 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 104 | | | | | | 0020 205A001 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 1.00000 1.00| 0.01000 0.01| 1000.00000 1000.00 Removal Of Structures, Structure No. 4 | | | 0060 206C003 358.000 SQYD| 4.25000 1521.50| 4.24000 1517.92| 6.32000 2262.56 Removing Concrete Flumes | | | 0070 206D000 327.000 LF | 3.00000 981.00| 5.30000 1733.10| 11.00000 3597.00 Removing Pipe | | | 0080 206D001 1847.000 LF | 3.25000 6002.75| 3.18000 5873.46| 3.35000 6187.45 Removing Guardrail | | | 0090 206D011 11415.000 LF | 1.50000 17122.50| 0.32000 3652.80| 4.46000 50910.90 Removing Fence | | | 0100 206E000 4.000 EACH| 250.00000 1000.00| 106.00000 424.00| 295.08000 1180.32 Removing Headwalls | | | 0110 210A000 488004.000 CUYD| 3.40000 1659213.60| 3.67000 1790974.68| 3.39000 1654333.56 Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -23 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 210C000 31185.000 CUYD| 4.50000 140332.50| 4.08000 127234.80| 4.63000 144386.55 Muck Excavation | | | 0130 210D012 150.000 CUYD| 11.50000 1725.00| 10.60000 1590.00| 14.30000 2145.00 Borrow Excavation (A-2-4(0) Or A-4(0)) | | | 0140 210D025 54450.000 CUYD| 0.01000 544.50| 0.10000 5445.00| 5.92000 322344.00 Borrow Excavation (Improved Roadbed) | | | 0150 210E000 31185.000 CUYD| 7.00000 218295.00| 7.63000 237941.55| 6.54000 203949.90 Borrow Excavation (Underwater Backfill) | | | 0160 214A000 9176.000 CUYD| 2.50000 22940.00| 4.29000 39365.04| 5.23000 47990.48 Structure Excavation | | | 0170 214B001 2954.000 CUYD| 66.50000 196441.00| 47.72000 140964.88| 59.92000 177003.68 Foundation Backfill, Commercial | | | 0180 215A000 570.000 CUYD| 20.00000 11400.00| 17.00000 9690.00| 18.85000 10744.50 Unclassified Bridge Excavation | | | 0190 215B000 LUMP| 32000.00000 32000.00| 45000.00000 45000.00| 30344.65000 30344.65 Cofferdams Or Sheeting And Shoring, STA | | | 611+47.121 | | | 0200 215B001 LUMP| 22000.00000 22000.00| 35000.00000 35000.00| 30344.65000 30344.65 Cofferdams Or Sheeting And Shoring, Sta | | | 614+21.157 | | | 0210 230A000 303.000 RBST| 250.00000 75750.00| 221.22000 67029.66| 249.68000 75653.04 Roadbed Processing | | | 0220 401A000 107226.000 SQYD| 0.90000 96503.40| 0.90000 96503.40| 1.00000 107226.00 Bituminous Treatment A | | | 0230 405A000 6107.000 GAL | 6.74000 41161.18| 6.74000 41161.18| 4.01000 24489.07 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -24 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 407B000 15.000 MILE| 200.00000 3000.00| 150.00000 2250.00| 237.60000 3564.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0250 408A051 4217.000 SQYD| 2.28000 9614.76| 2.28000 9614.76| 0.95000 4006.15 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0260 408A052 369.000 SQYD| 6.49000 2394.81| 6.49000 2394.81| 3.59000 1324.71 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0270 410A002 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 24552.00000 24552.00 Profilograph | | | 0280 410H000 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| 40128.00000 40128.00 Material Remixing Device | | | 0290 424A280 15.000 TON | 147.00000 2205.00| 147.00000 2205.00| 121.44000 1821.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0300 424A360 7970.000 TON | 69.00000 549930.00| 69.00000 549930.00| 79.52000 633774.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0310 424A363 20.000 TON | 92.00000 1840.00| 92.00000 1840.00| 79.52000 1590.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -25 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B280 436.000 TON | 83.00000 36188.00| 83.00000 36188.00| 82.90000 36144.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0330 424B581 2652.000 TON | 68.50000 181662.00| 68.50000 181662.00| 65.74000 174342.48 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0340 424B650 12075.000 TON | 50.41000 608700.75| 50.41000 608700.75| 72.49000 875316.75 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0350 424B681 13310.000 TON | 57.15000 760666.50| 57.15000 760666.50| 62.99000 838396.90 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0360 428C000 3494.000 LF | 0.07000 244.58| 0.07000 244.58| 0.07000 244.58 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 430B000 1000.000 TON | 42.00000 42000.00| 47.24000 47240.00| 49.67000 49670.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0380 450B000 265.000 SQYD| 60.00000 15900.00| 95.40000 25281.00| 132.18000 35027.70 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -26 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 502A000 121553.000 LB | 0.90000 109397.70| 0.93000 113044.29| 0.79000 96026.87 Steel Reinforcement | | | 0400 502B000 LUMP| 75000.00000 75000.00| 76000.00000 76000.00| 75670.04000 75670.04 Steel Reinforcement For Bridge | | | Superstructure, Sta. 611+47.121 Approximately 80,800 | | | | | | 0410 502B001 LUMP| 65000.00000 65000.00| 65500.00000 65500.00| 65852.05000 65852.05 Steel Reinforcement For Bridge | | | Superstructure, Sta. 614+21.157, Approximately 68,900 | | | | | | 0420 505A002 4.000 EACH| 4500.00000 18000.00| 2500.00000 10000.00| 5243.51000 20974.04 Steel Test Piles (HP 12x53) | | | 0430 505B057 4.000 EACH| 4000.00000 16000.00| 2000.00000 8000.00| 4985.26000 19941.04 Static Loading Tests (HP 12x53) | | | 0440 505B087 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 2200.00000 8800.00 Dynamic Loading Tests (HP 12x53) | | | 0450 505M002 7650.000 LF | 46.00000 351900.00| 43.00000 328950.00| 41.03000 313879.50 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0460 508A000 18460.000 LB | 3.50000 64610.00| 3.00000 55380.00| 3.30000 60918.00 Structural Steel | | | 0470 510A000 568.000 CUYD| 400.00000 227200.00| 395.00000 224360.00| 500.00000 284000.00 Bridge Substructure Concrete, Class A | | | 0480 510C051 LUMP| 210000.00000 210000.00| 190000.00000 190000.00| 170000.00000 170000.00 Bridge Concrete Superstructure, Sta. | | | 611+47.121 Approximately 334 CY | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -27 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 510C052 LUMP| 160000.00000 160000.00| 200000.00000 200000.00| 150000.00000 150000.00 Bridge Concrete Superstructure, Sta. | | | 614+21.157, Approximately 270 CY | | | 0500 510E000 2054.000 SQYD| 3.50000 7189.00| 4.00000 8216.00| 2.69000 5525.26 Grooving Concrete Bridge Decks | | | 0510 511A072 96.000 EACH| 550.00000 52800.00| 450.00000 43200.00| 849.73000 81574.08 Elastomeric Bearing Type 4 (Mark VB3) | | | 0520 513B005 3152.000 LF | 163.00000 513776.00| 140.00000 441280.00| 115.00000 362480.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0530 524A011 125.000 CUYD| 654.00000 81750.00| 896.76000 112095.00| 585.28000 73160.00 Culvert Concrete (Cast In Place) | | | 0540 530A001 814.000 LF | 23.75000 19332.50| 33.88000 27578.32| 31.71000 25811.94 18" Roadway Pipe (Class 3 R.C.) | | | 0550 530A003 363.000 LF | 42.75000 15518.25| 51.07000 18538.41| 47.82000 17358.66 30" Roadway Pipe (Class 3 R.C.) | | | 0560 530A004 253.000 LF | 58.00000 14674.00| 64.10000 16217.30| 64.57000 16336.21 36" Roadway Pipe (Class 3 R.C.) | | | 0570 530A005 215.000 LF | 72.50000 15587.50| 76.73000 16496.95| 81.49000 17520.35 42" Roadway Pipe (Class 3 R.C.) | | | 0580 530A006 242.000 LF | 96.75000 23413.50| 91.73000 22198.66| 98.38000 23807.96 48" Roadway Pipe (Class 3 R.C.) | | | 0590 530A008 238.000 LF | 155.50000 37009.00| 129.98000 30935.24| 151.31000 36011.78 60" Roadway Pipe (Class 3 R.C.) | | | 0600 530A494 69.000 LF | 35.00000 2415.00| 44.79000 3090.51| 33.12000 2285.28 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -28 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 530A815 11.000 LF | 50.00000 550.00| 35.93000 395.23| 64.05000 704.55 15" Roadway Pipe (14 Gauge C.C.M.) | | | (Stack Pipe)(No Bedding Required) | | | 0620 530B002 62.000 LF | 41.50000 2573.00| 53.15000 3295.30| 57.50000 3565.00 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0630 530B003 146.000 LF | 51.50000 7519.00| 62.86000 9177.56| 61.36000 8958.56 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0640 530B004 1120.000 LF | 69.00000 77280.00| 79.70000 89264.00| 79.69000 89252.80 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0650 530B005 483.000 LF | 88.50000 42745.50| 99.28000 47952.24| 94.22000 45508.26 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0660 530B007 501.000 LF | 138.00000 69138.00| 139.97000 70124.97| 148.76000 74528.76 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0670 530B008 2486.000 LF | 176.75000 439400.50| 166.74000 414515.64| 198.31000 492998.66 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0680 530C024 72.000 LF | 250.00000 18000.00| 519.40000 37396.80| 794.74000 57221.28 36" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -29 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 535B091 106.000 LF | 41.50000 4399.00| 55.54000 5887.24| 49.67000 5265.02 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0700 535B094 453.000 LF | 88.50000 40090.50| 99.28000 44973.84| 98.10000 44439.30 51" Span, 31" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0710 600A000 LUMP| 400000.00000 400000.00| 533841.00000 533841.00| 1114968.21000 1114968.21 Mobilization | | | 0720 602A000 80.000 EACH| 365.00000 29200.00| 244.00000 19520.00| 208.16000 16652.80 Right Of Way Markers | | | 0730 606A000 3000.000 LF | 12.00000 36000.00| 10.60000 31800.00| 10.41000 31230.00 6" Underdrain Pipe | | | 0740 610C001 1481.000 TON | 52.65000 77974.65| 52.64000 77959.84| 62.72000 92888.32 Loose Riprap, Class 2 | | | 0750 610D003 7270.000 SQYD| 2.25000 16357.50| 2.12000 15412.40| 2.24000 16284.80 Filter Blanket, Geotextile | | | 0760 614A000 262.000 CUYD| 275.00000 72050.00| 249.10000 65264.20| 305.38000 80009.56 Slope Paving | | | 0770 619A002 7.000 EACH| 450.00000 3150.00| 471.70000 3301.90| 756.98000 5298.86 18" Roadway Pipe End Treatment, Class 1 | | | 0780 619A004 3.000 EACH| 795.00000 2385.00| 969.90000 2909.70| 1313.83000 3941.49 30" Roadway Pipe End Treatment, Class 1 | | | 0790 619A005 2.000 EACH| 985.00000 1970.00| 1103.46000 2206.92| 1681.08000 3362.16 36" Roadway Pipe End Treatment, Class 1 | | | 0800 619A006 2.000 EACH| 1175.00000 2350.00| 1419.34000 2838.68| 2006.46000 4012.92 42" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -30 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 619A009 1.000 EACH| 1550.00000 1550.00| 1743.70000 1743.70| 3736.54000 3736.54 60" Roadway Pipe End Treatment, Class 1 | | | 0820 619A204 2.000 EACH| 1700.00000 3400.00| 1963.12000 3926.24| 1813.67000 3627.34 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0830 619A207 1.000 EACH| 2125.00000 2125.00| 2670.14000 2670.14| 2801.41000 2801.41 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0840 619B017 2.000 EACH| 650.00000 1300.00| 682.64000 1365.28| 1209.44000 2418.88 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0850 619B019 4.000 EACH| 795.00000 3180.00| 995.34000 3981.36| 1829.93000 7319.72 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0860 619B117 4.000 EACH| 450.00000 1800.00| 952.94000 3811.76| 1122.49000 4489.96 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0870 619B120 8.000 EACH| 1040.00000 8320.00| 1987.50000 15900.00| 2209.32000 17674.56 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0880 619B144 1.000 EACH| 1332.50000 1332.50| 2344.72000 2344.72| 2798.56000 2798.56 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0890 619B268 2.000 EACH| 1628.00000 3256.00| 1701.30000 3402.60| 2805.65000 5611.30 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -31 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 619B269 1.000 EACH| 1210.00000 1210.00| 1891.04000 1891.04| 3483.33000 3483.33 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0910 619B299 1.000 EACH| 2550.00000 2550.00| 2858.82000 2858.82| 3934.51000 3934.51 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0920 619B300 2.000 EACH| 2775.00000 5550.00| 2933.02000 5866.04| 3604.51000 7209.02 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0930 619B302 2.000 EACH| 3525.00000 7050.00| 4485.92000 8971.84| 4017.02000 8034.04 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0940 619B314 1.000 EACH| 2550.00000 2550.00| 4289.82000 4289.82| 3923.78000 3923.78 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 (Triple Line) | | | 0950 619B415 2.000 EACH| 1945.00000 3890.00| 5736.72000 11473.44| 4747.98000 9495.96 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 2 (Double Line) | | | 0960 621A005 4.000 EACH| 2000.00000 8000.00| 4653.40000 18613.60| 3499.39000 13997.56 Junction Boxes, Type 1 | | | 0970 621A019 8.000 EACH| 2000.00000 16000.00| 6201.00000 49608.00| 4085.37000 32682.96 Junction Boxes, Type 1 Or 2P | | | 0980 621A034 2.000 EACH| 3200.00000 6400.00| 15898.94000 31797.88| 11801.13000 23602.26 Junction Boxes, Type 4 (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -32 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 621B005 8.000 EACH| 400.00000 3200.00| 848.00000 6784.00| 241.01000 1928.08 Junction Box Units, Type 1 | | | 1000 621B014 7.000 EACH| 400.00000 2800.00| 885.10000 6195.70| 450.68000 3154.76 Junction Box Units, Type 1 Or 2P | | | 1010 621B025 2.000 EACH| 475.00000 950.00| 1060.00000 2120.00| 2641.47000 5282.94 Junction Box Units, Type 4 (Modified) | | | 1020 621C020 12.000 EACH| 2000.00000 24000.00| 2475.10000 29701.20| 3630.56000 43566.72 Inlets, Type Y | | | 1030 621C110 1.000 EACH| 4251.50000 4251.50| 7146.52000 7146.52| 5859.99000 5859.99 Inlets, Type PD-6 | | | 1040 621D019 9.000 EACH| 400.00000 3600.00| 603.14000 5428.26| 570.53000 5134.77 Inlet Units, Type Y | | | 1050 629D001 6.000 EACH| 4000.00000 24000.00| 2623.50000 15741.00| 4460.54000 26763.24 Bridge Guardrail Retrofit, Type C | | | 1060 630A001 2475.000 LF | 19.25000 47643.75| 19.25000 47643.75| 21.47000 53138.25 Steel Beam Guardrail, Class A, Type 2 | | | 1070 630C001 4.000 EACH| 750.00000 3000.00| 750.00000 3000.00| 836.35000 3345.40 Guardrail End Anchor, Type 8 | | | 1080 630C003 8.000 EACH| 1675.00000 13400.00| 1675.00000 13400.00| 1867.85000 14942.80 Guardrail End Anchor, Type 13 | | | 1090 630C050 8.000 EACH| 2100.00000 16800.00| 2100.00000 16800.00| 2341.79000 18734.32 Guardrail End Anchor, Type 20 Series | | | 1101 634A002 9688.000 LF | 10.75000 104146.00| 11.30000 109474.40| 13.38000 129625.44 Industrial Fence, 6 Feet High | | | 1110 641A512 260.000 LF | 7.65000 1989.00| 8.33000 2165.80| 11.48000 2984.80 3/4 Inch Copper Water Service Line Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -33 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 641A682 210.000 LF | 26.70000 5607.00| 21.25000 4462.50| 24.00000 5040.00 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1130 641A684 3050.000 LF | 24.85000 75792.50| 24.95000 76097.50| 28.88000 88084.00 8 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1150 641A746 70.000 LF | 9.90000 693.00| 11.13000 779.10| 9.43000 660.10 6 Inch P.V.C. Water Main Laid | | | 1160 641A748 6813.000 LF | 10.35000 70514.55| 10.50000 71536.50| 12.60000 85843.80 8 Inch P.V.C. Water Main Laid | | | 1170 641C500 5370.000 LB | 4.30000 23091.00| 3.32000 17828.40| 4.30000 23091.00 Ductile Iron Fittings | | | 1180 641D500 4.000 EACH| 2259.00000 9036.00| 2472.98000 9891.92| 2103.04000 8412.16 Fire Hydrant | | | 1190 641E500 1.000 EACH| 622.00000 622.00| 795.00000 795.00| 592.64000 592.64 Fire Hydrant Reset | | | 1210 641J516 2.000 EACH| 585.00000 1170.00| 679.46000 1358.92| 962.74000 1925.48 6 Inch Gate Valve With Box | | | 1220 641J518 9.000 EACH| 827.00000 7443.00| 944.46000 8500.14| 1164.61000 10481.49 8 Inch Gate Valve With Box | | | 1230 641L500 31.000 CUYD| 246.00000 7626.00| 278.78000 8642.18| 182.33000 5652.23 Concrete for Water Mains (Thrust Blocks | | | 1250 641M512 17.000 EACH| 63.00000 1071.00| 50.88000 864.96| 80.36000 1366.12 6 Inch Retainer Gland | | | 1260 641M514 129.000 EACH| 73.00000 9417.00| 63.60000 8204.40| 95.56000 12327.24 8 Inch Retainer Gland | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -34 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1270 641N520 4.000 EACH| 288.00000 1152.00| 379.48000 1517.92| 362.15000 1448.60 8 Inch x 6 Inch Anchor Tee | | | 1280 641O520 5.000 EACH| 3760.00000 18800.00| 2385.00000 11925.00| 2780.09000 13900.45 8 Inch x 8 Inch Tapping Valve And Sleev | | | 1290 641P515 9.000 EACH| 266.00000 2394.00| 257.58000 2318.22| 411.87000 3706.83 3/4 Inch Service Tap | | | 1300 641R510 9.000 EACH| 58.00000 522.00| 175.96000 1583.64| 195.16000 1756.44 3/4 Inch Water Meter And Box Reset | | | 1310 649A540 1030.000 LF | 43.35000 44650.50| 60.95000 62778.50| 68.74000 70802.20 14 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1320 649A635 70.000 LF | 200.95000 14066.50| 94.24000 6596.80| 94.01000 6580.70 12 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1330 649A640 1095.000 LF | 121.45000 132987.75| 102.08000 111777.60| 113.93000 124753.35 14 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1340 650B000 51772.000 CUYD| 3.00000 155316.00| 3.45000 178613.40| 2.86000 148067.92 Topsoil From Stockpiles | | | 1350 652A100 77.000 ACRE| 600.00000 46200.00| 650.00000 50050.00| 792.00000 60984.00 Seeding | | | 1360 654A001 49599.000 SQYD| 3.25000 161196.75| 3.30000 163676.70| 2.64000 130941.36 Solid Sodding (Bermuda) | | | 1370 656A010 77.000 ACRE| 500.00000 38500.00| 600.00000 46200.00| 739.20000 56918.40 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -35 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 659C001 9513.000 SQYD| 1.00000 9513.00| 1.15000 10939.95| 1.21000 11510.73 Erosion Control Product, Type S3 | | | 1390 659C002 46391.000 SQYD| 1.00000 46391.00| 1.15000 53349.65| 1.43000 66339.13 Erosion Control Product, Type S2 | | | 1400 659C006 17427.000 SQYD| 4.50000 78421.50| 3.70000 64479.90| 4.22000 73541.94 Erosion Control Product, Type C6 | | | 1410 665A000 77.000 ACRE| 350.00000 26950.00| 375.00000 28875.00| 475.20000 36590.40 Temporary Seeding | | | 1421 665B001 231.000 TON | 250.00000 57750.00| 250.00000 57750.00| 316.80000 73180.80 Temporary Mulching | | | 1430 665C010 600.000 LF | 15.00000 9000.00| 12.72000 7632.00| 22.68000 13608.00 Temporary Pipe | | | 1440 665E000 2500.000 SQYD| 2.00000 5000.00| 2.12000 5300.00| 3.35000 8375.00 Polyethylene | | | 1450 665I000 2310.000 TON | 52.65000 121621.50| 55.74000 128759.40| 10.93000 25248.30 Temporary Riprap, Class 2 | | | 1460 665J002 17900.000 LF | 3.00000 53700.00| 3.00000 53700.00| 2.90000 51910.00 Silt Fence | | | 1470 665K000 2700.000 CUYD| 8.00000 21600.00| 4.24000 11448.00| 5.47000 14769.00 Drainage Sump Excavation | | | 1480 665O001 17900.000 LF | 0.50000 8950.00| 0.18000 3222.00| 0.79000 14141.00 Silt Fence Removal | | | 1490 665P005 26.000 EACH| 250.00000 6500.00| 275.00000 7150.00| 633.60000 16473.60 Inlet Protection, Stage 3 Or 4 | | | 1500 665Q002 4461.000 LF | 7.00000 31227.00| 5.30000 23643.30| 4.22000 18825.42 Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -36 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1510 665T000 4300.000 LF | 1.25000 5375.00| 1.06000 4558.00| 3.14000 13502.00 Temporary Earth Berms | | | 1520 680A001 LUMP| 125000.00000 125000.00| 52472.00000 52472.00| 153007.88000 153007.88 Geometric Controls | | | 1530 698A000 LUMP| 25000.00000 25000.00| 281689.00000 281689.00| 31259.80000 31259.80 Construction Fuel (Maximum Bid Limited | | | to $ 726,000.00) | | | 1540 701A227 10.000 MILE| 2250.00000 22500.00| 2385.00000 23850.00| 2509.06000 25090.60 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1550 701A230 7.000 MILE| 2250.00000 15750.00| 2385.00000 16695.00| 2509.06000 17563.42 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1560 701A239 4.000 MILE| 1350.00000 5400.00| 1431.00000 5724.00| 1505.43000 6021.72 Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1570 701B027 19.000 LF | 10.00000 190.00| 10.60000 201.40| 11.15000 211.85 Dotted, Class W, Type A Traffic Stripe | | | (5" Wide) | | | 1580 701B207 6765.000 LF | 0.40000 2706.00| 0.43000 2908.95| 0.44000 2976.60 Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 1590 701C003 3.000 MILE| 850.00000 2550.00| 901.00000 2703.00| 947.87000 2843.61 Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -37 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1600 701D007 1.000 MILE| 1000.00000 1000.00| 1060.00000 1060.00| 1115.14000 1115.14 Solid Traffic Stripe Removed (Paint) | | | 1610 701E006 650.000 LF | 2.00000 1300.00| 2.12000 1378.00| 2.23000 1449.50 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1620 701G142 631.000 LF | 2.00000 1262.00| 2.12000 1337.72| 2.23000 1407.13 Broken White, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1630 701G146 1073.000 LF | 3.50000 3755.50| 3.71000 3980.83| 3.91000 4195.43 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1640 701G154 760.000 LF | 3.50000 2660.00| 3.71000 2819.60| 3.91000 2971.60 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1650 703A002 7315.000 SQFT| 2.80000 20482.00| 2.97000 21725.55| 3.13000 22895.95 Traffic Control Markings, Class 2, Type | | | A | | | 1660 703A011 33.000 SQFT| 20.00000 660.00| 21.20000 699.60| 22.28000 735.24 Traffic Control Markings, Class W, Type | | | A | | | 1670 703B002 517.000 SQFT| 2.85000 1473.45| 3.03000 1566.51| 3.18000 1644.06 Traffic Control Legends, Class 2, Type | | | 1680 703B011 45.000 SQFT| 28.00000 1260.00| 29.68000 1335.60| 31.23000 1405.35 Traffic Control Legends, Class W, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -38 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1690 703C000 100.000 SQFT| 3.00000 300.00| 3.18000 318.00| 3.35000 335.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1700 703D002 210.000 SQFT| 2.00000 420.00| 2.12000 445.20| 2.23000 468.30 Temporary Traffic Control Markings | | | (Paint) | | | 1710 705A023 125.000 EACH| 3.50000 437.50| 3.71000 463.75| 3.91000 488.75 Pavement Markers, Class C, Type 2-D | | | 1720 705A024 100.000 EACH| 3.50000 350.00| 3.71000 371.00| 3.91000 391.00 Pavement Markers, Class C, Type 2-E | | | 1730 705A030 753.000 EACH| 3.00000 2259.00| 3.18000 2394.54| 3.35000 2522.55 Pavement Markers, Class A-H, Type 2-C | | | 1740 705A031 692.000 EACH| 3.00000 2076.00| 3.18000 2200.56| 3.35000 2318.20 Pavement Markers, Class A-H, Type 1-A | | | 1750 705A032 517.000 EACH| 3.00000 1551.00| 3.18000 1644.06| 3.35000 1731.95 Pavement Markers, Class A-H, Type 1-B | | | 1760 705A037 120.000 EACH| 3.00000 360.00| 3.18000 381.60| 3.35000 402.00 Pavement Markers, Class A-H, Type 2-D | | | 1770 705A038 26.000 EACH| 3.00000 78.00| 3.18000 82.68| 3.35000 87.10 Pavement Markers, Class A-H, Type 2-E | | | 1780 707A024 40.000 EACH| 35.00000 1400.00| 37.10000 1484.00| 33.45000 1338.00 Type 2B, Red And Amber Delineator | | | Installation | | | 1790 707B003 1.000 EACH| 130.00000 130.00| 137.80000 137.80| 139.39000 139.39 Type A Hazard Marker Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -39 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1800 707B004 4.000 EACH| 130.00000 520.00| 137.80000 551.20| 111.51000 446.04 Type B Hazard Marker Installation | | | 1810 709B000 2.000 EACH| 130.00000 260.00| 137.80000 275.60| 111.52000 223.04 Milepost Reset | | | 1820 710A115 784.000 SQFT| 14.00000 10976.00| 14.84000 11634.56| 15.61000 12238.24 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1830 710A126 244.000 SQFT| 15.00000 3660.00| 15.90000 3879.60| 17.85000 4355.40 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 1840 710A140 1711.000 SQFT| 22.00000 37642.00| 23.32000 39900.52| 25.65000 43887.15 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | | | | 1850 710A141 252.000 SQFT| 22.00000 5544.00| 23.32000 5876.64| 25.65000 6463.80 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 Gauge (Type III Background) | | | | | | 1860 710B001 1956.000 LF | 8.00000 15648.00| 8.48000 16586.88| 8.92000 17447.52 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -40 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1870 710B006 57.000 LF | 55.00000 3135.00| 58.30000 3323.10| 75.83000 4322.31 Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 1880 710B007 64.000 LF | 80.00000 5120.00| 84.80000 5427.20| 111.51000 7136.64 Roadway Sign Post (W6 x 15 Steel Beam) | | | 1890 710B010 124.000 LF | 65.00000 8060.00| 68.90000 8543.60| 89.21000 11062.04 Roadway Sign Post (W6 x 9 Steel Beam) | | | 1900 710B011 65.000 LF | 70.00000 4550.00| 74.20000 4823.00| 102.59000 6668.35 Roadway Sign Post (W6 x 12 Steel Beam) | | | 1910 710B015 446.000 LF | 90.00000 40140.00| 95.40000 42548.40| 111.51000 49733.46 Roadway Sign Post (W12 x 26 Steel Beam) | | | 1920 710B018 80.000 LF | 7.00000 560.00| 7.42000 593.60| 8.92000 713.60 Roadway Sign Post (#2 "U" Channel | | | Galvanized Steel) | | | 1930 713A000 30.000 LF | 145.00000 4350.00| 145.00000 4350.00| 161.69000 4850.70 Permanent Barricades | | | 1940 726A000 2000.000 LF | 45.00000 90000.00| 31.80000 63600.00| 46.83000 93660.00 Portable Concrete Safety Barriers,Type | | | 1950 726A001 40.000 LF | 55.00000 2200.00| 31.80000 1272.00| 111.51000 4460.40 Portable Concrete Safety Barriers,Type | | | 6-A | | | 1960 726D025 4.000 EACH| 4500.00000 18000.00| 3869.00000 15476.00| 11151.36000 44605.44 Portable Impact Attenuator Assembly | | | (Unidirectional,TL-3) | | | 1970 728A000 1.000 EACH| 21500.00000 21500.00| 15568.00000 15568.00| 20135.17000 20135.17 Truck Mounted Impact Attenuator Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -41 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 14001 |( 5 ) 14007 |( 6 ) 20041 |NEWELL ROADBUILDERS, INC. |W. S. NEWELL & SONS, INC. |TANNER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1980 740B000 2462.000 SQFT| 6.00000 14772.00| 6.18000 15215.16| 7.80000 19203.60 Construction Signs | | | 1990 740C000 33.000 SQFT| 6.00000 198.00| 6.18000 203.94| 7.80000 257.40 Special Construction Signs | | | 2000 740D000 629.000 EACH| 39.00000 24531.00| 41.34000 26002.86| 46.83000 29456.07 Channelizing Drums | | | 2010 740E000 100.000 EACH| 25.00000 2500.00| 15.00000 1500.00| 20.07000 2007.00 Cones (36 Inches High) | | | 2020 740F002 42.000 EACH| 185.00000 7770.00| 196.10000 8236.20| 200.72000 8430.24 Barricades, Type III | | | 2030 740I005 21.000 EACH| 250.00000 5250.00| 265.00000 5565.00| 278.78000 5854.38 Warning Lights, Type B (Detachable Head | | | 2040 740M001 100.000 EACH| 15.00000 1500.00| 10.06000 1006.00| 11.15000 1115.00 Ballast For Cone | | | 2050 741C010 2.000 EACH| 2500.00000 5000.00| 2650.00000 5300.00| 2230.27000 4460.54 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2060 742A001 2.000 EACH| 6500.00000 13000.00| 6890.00000 13780.00| 5575.68000 11151.36 Portable Changeable Message Sign, Type | | | 2070 999 000 1780.000 HOUR| 0.80000 1424.00| 0.80000 1424.00| 0.80000 1424.00 Trainee Hours At 80 Cents Per Hour | | | 2080 301A012 AA1 107226.000 SQYD| | | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 2090 304A008 AA2 107226.000 SQYD| 6.00000 643356.00| 5.32000 570442.32| 4.30000 461071.80 Soil-Cement, 6 Inches Thick | | | SECTION TOTALS | $ 11,492,577.18| $ 11,537,655.79| $ 12,825,727.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,492,577.18| $ 11,537,655.79| $ 12,825,727.43 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -42 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 350000.00000 350000.00| 305000.00000 305000.00| 120501.98000 120501.98 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 104 | | | | | | 0020 205A001 1.000 EACH| 50.00000 50.00| 1130.00000 1130.00| 118.07000 118.07 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 1100.00000 1100.00| 1130.00000 1130.00| 118.07000 118.07 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 800.00000 800.00| 1130.00000 1130.00| 118.07000 118.07 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 500.00000 500.00| 1130.00000 1130.00| 118.07000 118.07 Removal Of Structures, Structure No. 4 | | | 0060 206C003 358.000 SQYD| 21.14000 7568.12| 5.00000 1790.00| 7.50000 2685.00 Removing Concrete Flumes | | | 0070 206D000 327.000 LF | 7.93000 2593.11| 7.85000 2566.95| 4.87000 1592.49 Removing Pipe | | | 0080 206D001 1847.000 LF | 3.24000 5984.28| 2.30000 4248.10| 2.26000 4174.22 Removing Guardrail | | | 0090 206D011 11415.000 LF | 4.32000 49312.80| 2.50000 28537.50| 1.13000 12898.95 Removing Fence | | | 0100 206E000 4.000 EACH| 493.72000 1974.88| 250.50000 1002.00| 292.19000 1168.76 Removing Headwalls | | | 0110 210A000 488004.000 CUYD| 3.55000 1732414.20| 4.25000 2074017.00| 4.24000 2069136.96 Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -43 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 210C000 31185.000 CUYD| 3.66000 114137.10| 3.80000 118503.00| 5.13000 159979.05 Muck Excavation | | | 0130 210D012 150.000 CUYD| 4.80000 720.00| 15.10000 2265.00| 11.44000 1716.00 Borrow Excavation (A-2-4(0) Or A-4(0)) | | | 0140 210D025 54450.000 CUYD| 4.41000 240124.50| 1.40000 76230.00| 8.08000 439956.00 Borrow Excavation (Improved Roadbed) | | | 0150 210E000 31185.000 CUYD| 3.50000 109147.50| 1.40000 43659.00| 6.89000 214864.65 Borrow Excavation (Underwater Backfill) | | | 0160 214A000 9176.000 CUYD| 4.55000 41750.80| 6.85000 62855.60| 7.33000 67260.08 Structure Excavation | | | 0170 214B001 2954.000 CUYD| 37.30000 110184.20| 63.80000 188465.20| 70.49000 208227.46 Foundation Backfill, Commercial | | | 0180 215A000 570.000 CUYD| 20.52000 11696.40| 23.00000 13110.00| 14.77000 8418.90 Unclassified Bridge Excavation | | | 0190 215B000 LUMP| 32832.00000 32832.00| 36820.00000 36820.00| 16384.67000 16384.67 Cofferdams Or Sheeting And Shoring, STA | | | 611+47.121 | | | 0200 215B001 LUMP| 22572.00000 22572.00| 25320.00000 25320.00| 10923.11000 10923.11 Cofferdams Or Sheeting And Shoring, Sta | | | 614+21.157 | | | 0210 230A000 303.000 RBST| 201.71000 61118.13| 322.00000 97566.00| 368.18000 111558.54 Roadbed Processing | | | 0220 401A000 107226.000 SQYD| 0.93000 99720.18| 1.00000 107226.00| 0.97000 104009.22 Bituminous Treatment A | | | 0230 405A000 6107.000 GAL | 3.83000 23389.81| 4.25000 25954.75| 7.23000 44153.61 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -44 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 407B000 15.000 MILE| 230.85000 3462.75| 0.01000 0.15| 259.75000 3896.25 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0250 408A051 4217.000 SQYD| 2.34000 9867.78| 0.01000 42.17| 2.45000 10331.65 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0260 408A052 369.000 SQYD| 6.66000 2457.54| 21.30000 7859.70| 6.97000 2571.93 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0270 410A002 1.000 EACH| 5130.00000 5130.00| 1065.00000 1065.00| 5364.36000 5364.36 Profilograph | | | 0280 410H000 1.000 EACH| 10260.00000 10260.00| 23975.38000 23975.38| 10728.71000 10728.71 Material Remixing Device | | | 0290 424A280 15.000 TON | 150.82000 2262.30| 266.39000 3995.85| 157.71000 2365.65 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0300 424A360 7970.000 TON | 70.79000 564196.30| 82.58000 658162.60| 74.03000 590019.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0310 424A363 20.000 TON | 94.39000 1887.80| 159.84000 3196.80| 98.70000 1974.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -45 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B280 436.000 TON | 85.16000 37129.76| 82.32000 35891.52| 89.05000 38825.80 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0330 424B581 2652.000 TON | 70.29000 186409.08| 71.39000 189326.28| 73.50000 194922.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0340 424B650 12075.000 TON | 65.92000 795984.00| 67.82000 818926.50| 54.08000 653016.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0350 424B681 13310.000 TON | 58.63000 780365.30| 63.77000 848778.70| 61.31000 816036.10 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0360 428C000 3494.000 LF | 0.08000 279.52| 1.15000 4018.10| 0.08000 279.52 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 430B000 1000.000 TON | 41.53000 41530.00| 58.80000 58800.00| 42.57000 42570.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0380 450B000 265.000 SQYD| 117.99000 31267.35| 132.25000 35046.25| 101.64000 26934.60 Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -46 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 502A000 121553.000 LB | 0.93000 113044.29| 1.05000 127630.65| 1.01000 122768.53 Steel Reinforcement | | | 0400 502B000 LUMP| 76950.00000 76950.00| 86310.00000 86310.00| 86997.80000 86997.80 Steel Reinforcement For Bridge | | | Superstructure, Sta. 611+47.121 Approximately 80,800 | | | | | | 0410 502B001 LUMP| 66690.00000 66690.00| 74800.00000 74800.00| 74259.58000 74259.58 Steel Reinforcement For Bridge | | | Superstructure, Sta. 614+21.157, Approximately 68,900 | | | | | | 0420 505A002 4.000 EACH| 4617.00000 18468.00| 5180.00000 20720.00| 4735.84000 18943.36 Steel Test Piles (HP 12x53) | | | 0430 505B057 4.000 EACH| 4104.00000 16416.00| 4600.00000 18400.00| 5929.02000 23716.08 Static Loading Tests (HP 12x53) | | | 0440 505B087 4.000 EACH| 1539.00000 6156.00| 1730.00000 6920.00| 3320.25000 13281.00 Dynamic Loading Tests (HP 12x53) | | | 0450 505M002 7650.000 LF | 43.70000 334305.00| 52.90000 404685.00| 51.26000 392139.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0460 508A000 18460.000 LB | 3.33000 61471.80| 4.05000 74763.00| 3.24000 59810.40 Structural Steel | | | 0470 510A000 568.000 CUYD| 380.00000 215840.00| 460.25000 261422.00| 613.28000 348343.04 Bridge Substructure Concrete, Class A | | | 0480 510C051 LUMP| 199500.00000 199500.00| 241660.00000 241660.00| 239688.31000 239688.31 Bridge Concrete Superstructure, Sta. | | | 611+47.121 Approximately 334 CY | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -47 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 510C052 LUMP| 164160.00000 164160.00| 184120.00000 184120.00| 223910.19000 223910.19 Bridge Concrete Superstructure, Sta. | | | 614+21.157, Approximately 270 CY | | | 0500 510E000 2054.000 SQYD| 3.60000 7394.40| 4.05000 8318.70| 2.85000 5853.90 Grooving Concrete Bridge Decks | | | 0510 511A072 96.000 EACH| 564.30000 54172.80| 633.00000 60768.00| 677.66000 65055.36 Elastomeric Bearing Type 4 (Mark VB3) | | | 0520 513B005 3152.000 LF | 167.24000 527140.48| 187.50000 591000.00| 114.18000 359895.36 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0530 524A011 125.000 CUYD| 1030.89000 128861.25| 1010.00000 126250.00| 955.42000 119427.50 Culvert Concrete (Cast In Place) | | | 0540 530A001 814.000 LF | 30.00000 24420.00| 27.70000 22547.80| 29.85000 24297.90 18" Roadway Pipe (Class 3 R.C.) | | | 0550 530A003 363.000 LF | 47.00000 17061.00| 46.60000 16915.80| 46.49000 16875.87 30" Roadway Pipe (Class 3 R.C.) | | | 0560 530A004 253.000 LF | 57.00000 14421.00| 61.00000 15433.00| 58.05000 14686.65 36" Roadway Pipe (Class 3 R.C.) | | | 0570 530A005 215.000 LF | 66.00000 14190.00| 81.60000 17544.00| 72.44000 15574.60 42" Roadway Pipe (Class 3 R.C.) | | | 0580 530A006 242.000 LF | 82.00000 19844.00| 97.00000 23474.00| 87.27000 21119.34 48" Roadway Pipe (Class 3 R.C.) | | | 0590 530A008 238.000 LF | 120.00000 28560.00| 156.00000 37128.00| 137.99000 32841.62 60" Roadway Pipe (Class 3 R.C.) | | | 0600 530A494 69.000 LF | 30.00000 2070.00| 33.90000 2339.10| 50.23000 3465.87 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -48 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 530A815 11.000 LF | 105.00000 1155.00| 76.50000 841.50| 38.28000 421.08 15" Roadway Pipe (14 Gauge C.C.M.) | | | (Stack Pipe)(No Bedding Required) | | | 0620 530B002 62.000 LF | 43.00000 2666.00| 57.90000 3589.80| 45.81000 2840.22 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0630 530B003 146.000 LF | 53.00000 7738.00| 62.20000 9081.20| 59.07000 8624.22 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0640 530B004 1120.000 LF | 60.00000 67200.00| 88.80000 99456.00| 74.47000 83406.40 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0650 530B005 483.000 LF | 70.00000 33810.00| 114.25000 55182.75| 91.44000 44165.52 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0660 530B007 501.000 LF | 108.00000 54108.00| 164.25000 82289.25| 130.80000 65530.80 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0670 530B008 2486.000 LF | 140.00000 348040.00| 193.00000 479798.00| 153.85000 382471.10 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0680 530C024 72.000 LF | 722.00000 51984.00| 487.00000 35064.00| 366.04000 26354.88 36" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -49 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 535B091 106.000 LF | 44.00000 4664.00| 47.50000 5035.00| 47.00000 4982.00 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0700 535B094 453.000 LF | 72.00000 32616.00| 111.00000 50283.00| 92.12000 41730.36 51" Span, 31" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0710 600A000 LUMP| 944357.38000 944357.38| 752000.00000 752000.00| 1001162.35000 1001162.35 Mobilization | | | 0720 602A000 80.000 EACH| 216.00000 17280.00| 289.50000 23160.00| 337.48000 26998.40 Right Of Way Markers | | | 0730 606A000 3000.000 LF | 9.44000 28320.00| 13.80000 41400.00| 11.31000 33930.00 6" Underdrain Pipe | | | 0740 610C001 1481.000 TON | 62.53000 92606.93| 61.60000 91229.60| 55.30000 81899.30 Loose Riprap, Class 2 | | | 0750 610D003 7270.000 SQYD| 3.12000 22682.40| 2.50000 18175.00| 1.95000 14176.50 Filter Blanket, Geotextile | | | 0760 614A000 262.000 CUYD| 266.81000 69904.22| 270.50000 70871.00| 265.39000 69532.18 Slope Paving | | | 0770 619A002 7.000 EACH| 548.44000 3839.08| 512.00000 3584.00| 502.56000 3517.92 18" Roadway Pipe End Treatment, Class 1 | | | 0780 619A004 3.000 EACH| 1047.07000 3141.21| 1050.00000 3150.00| 1033.35000 3100.05 30" Roadway Pipe End Treatment, Class 1 | | | 0790 619A005 2.000 EACH| 1321.19000 2642.38| 1200.00000 2400.00| 1175.64000 2351.28 36" Roadway Pipe End Treatment, Class 1 | | | 0800 619A006 2.000 EACH| 1659.09000 3318.18| 1540.00000 3080.00| 1512.19000 3024.38 42" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -50 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 619A009 1.000 EACH| 3063.24000 3063.24| 1890.00000 1890.00| 1857.76000 1857.76 60" Roadway Pipe End Treatment, Class 1 | | | 0820 619A204 2.000 EACH| 2642.36000 5284.72| 2130.00000 4260.00| 2091.53000 4183.06 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0830 619A207 1.000 EACH| 4010.94000 4010.94| 2900.00000 2900.00| 2844.81000 2844.81 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0840 619B017 2.000 EACH| 874.07000 1748.14| 741.00000 1482.00| 727.30000 1454.60 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0850 619B019 4.000 EACH| 1356.18000 5424.72| 1080.00000 4320.00| 1060.45000 4241.80 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0860 619B117 4.000 EACH| 874.07000 3496.28| 1030.00000 4120.00| 1015.27000 4061.08 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0870 619B120 8.000 EACH| 1762.44000 14099.52| 2160.00000 17280.00| 2117.51000 16940.08 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0880 619B144 1.000 EACH| 1401.86000 1401.86| 2550.00000 2550.00| 2498.09000 2498.09 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0890 619B268 2.000 EACH| 2051.39000 4102.78| 1850.00000 3700.00| 1812.59000 3625.18 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -51 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 619B269 1.000 EACH| 2712.35000 2712.35| 2050.00000 2050.00| 2014.74000 2014.74 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0910 619B299 1.000 EACH| 4068.51000 4068.51| 3100.00000 3100.00| 3045.83000 3045.83 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0920 619B300 2.000 EACH| 5153.28000 10306.56| 3180.00000 6360.00| 3124.88000 6249.76 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0930 619B302 2.000 EACH| 7900.38000 15800.76| 4870.00000 9740.00| 4779.36000 9558.72 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0940 619B314 1.000 EACH| 4202.88000 4202.88| 4660.00000 4660.00| 4570.43000 4570.43 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 (Triple Line) | | | 0950 619B415 2.000 EACH| 3569.89000 7139.78| 6230.00000 12460.00| 6111.98000 12223.96 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 2 (Double Line) | | | 0960 621A005 4.000 EACH| 3386.73000 13546.92| 5050.00000 20200.00| 4957.80000 19831.20 Junction Boxes, Type 1 | | | 0970 621A019 8.000 EACH| 3386.73000 27093.84| 6730.00000 53840.00| 6606.63000 52853.04 Junction Boxes, Type 1 Or 2P | | | 0980 621A034 2.000 EACH| 14686.87000 29373.74| 17260.00000 34520.00| 16938.94000 33877.88 Junction Boxes, Type 4 (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -52 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 621B005 8.000 EACH| 889.11000 7112.88| 921.00000 7368.00| 903.47000 7227.76 Junction Box Units, Type 1 | | | 1000 621B014 7.000 EACH| 889.11000 6223.77| 961.00000 6727.00| 943.00000 6601.00 Junction Box Units, Type 1 Or 2P | | | 1010 621B025 2.000 EACH| 1001.67000 2003.34| 1150.00000 2300.00| 1129.34000 2258.68 Junction Box Units, Type 4 (Modified) | | | 1020 621C020 12.000 EACH| 2989.21000 35870.52| 2690.00000 32280.00| 2637.00000 31644.00 Inlets, Type Y | | | 1030 621C110 1.000 EACH| 2662.02000 2662.02| 7760.00000 7760.00| 7614.00000 7614.00 Inlets, Type PD-6 | | | 1040 621D019 9.000 EACH| 754.74000 6792.66| 655.00000 5895.00| 642.59000 5783.31 Inlet Units, Type Y | | | 1050 629D001 6.000 EACH| 4320.00000 25920.00| 2850.00000 17100.00| 2795.11000 16770.66 Bridge Guardrail Retrofit, Type C | | | 1060 630A001 2475.000 LF | 20.79000 51455.25| 19.30000 47767.50| 18.92000 46827.00 Steel Beam Guardrail, Class A, Type 2 | | | 1070 630C001 4.000 EACH| 810.00000 3240.00| 1090.00000 4360.00| 1072.87000 4291.48 Guardrail End Anchor, Type 8 | | | 1080 630C003 8.000 EACH| 1809.00000 14472.00| 1900.00000 15200.00| 1863.41000 14907.28 Guardrail End Anchor, Type 13 | | | 1090 630C050 8.000 EACH| 2268.00000 18144.00| 2270.00000 18160.00| 2230.44000 17843.52 Guardrail End Anchor, Type 20 Series | | | 1101 634A002 9688.000 LF | 12.96000 125556.48| 12.30000 119162.40| 10.16000 98430.08 Industrial Fence, 6 Feet High | | | 1110 641A512 260.000 LF | 13.28000 3452.80| 8.35000 2171.00| 15.92000 4139.20 3/4 Inch Copper Water Service Line Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -53 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 641A682 210.000 LF | 26.81000 5630.10| 23.20000 4872.00| 31.62000 6640.20 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1130 641A684 3050.000 LF | 30.96000 94428.00| 25.90000 78995.00| 36.14000 110227.00 8 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1150 641A746 70.000 LF | 15.74000 1101.80| 11.80000 826.00| 16.94000 1185.80 6 Inch P.V.C. Water Main Laid | | | 1160 641A748 6813.000 LF | 18.80000 128084.40| 10.10000 68811.30| 18.07000 123110.91 8 Inch P.V.C. Water Main Laid | | | 1170 641C500 5370.000 LB | 4.83000 25937.10| 2.85000 15304.50| 5.42000 29105.40 Ductile Iron Fittings | | | 1180 641D500 4.000 EACH| 2414.97000 9659.88| 2830.00000 11320.00| 2823.35000 11293.40 Fire Hydrant | | | 1190 641E500 1.000 EACH| 1400.20000 1400.20| 897.00000 897.00| 1513.32000 1513.32 Fire Hydrant Reset | | | 1210 641J516 2.000 EACH| 794.91000 1589.82| 709.00000 1418.00| 937.36000 1874.72 6 Inch Gate Valve With Box | | | 1220 641J518 9.000 EACH| 1032.67000 9294.03| 989.00000 8901.00| 1264.86000 11383.74 8 Inch Gate Valve With Box | | | 1230 641L500 31.000 CUYD| 836.43000 25929.33| 217.00000 6727.00| 259.75000 8052.25 Concrete for Water Mains (Thrust Blocks | | | 1250 641M512 17.000 EACH| 43.15000 733.55| 63.50000 1079.50| 94.86000 1612.62 6 Inch Retainer Gland | | | 1260 641M514 129.000 EACH| 57.25000 7385.25| 92.40000 11919.60| 119.71000 15442.59 8 Inch Retainer Gland | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -54 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1270 641N520 4.000 EACH| 677.98000 2711.92| 365.00000 1460.00| 564.67000 2258.68 8 Inch x 6 Inch Anchor Tee | | | 1280 641O520 5.000 EACH| 2100.72000 10503.60| 4120.00000 20600.00| 3771.99000 18859.95 8 Inch x 8 Inch Tapping Valve And Sleev | | | 1290 641P515 9.000 EACH| 276.35000 2487.15| 377.50000 3397.50| 440.44000 3963.96 3/4 Inch Service Tap | | | 1300 641R510 9.000 EACH| 134.30000 1208.70| 273.25000 2459.25| 316.21000 2845.89 3/4 Inch Water Meter And Box Reset | | | 1310 649A540 1030.000 LF | 48.87000 50336.10| 43.60000 44908.00| 90.35000 93060.50 14 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1320 649A635 70.000 LF | 279.06000 19534.20| 124.25000 8697.50| 124.23000 8696.10 12 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1330 649A640 1095.000 LF | 120.83000 132308.85| 127.50000 139612.50| 232.64000 254740.80 14 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1340 650B000 51772.000 CUYD| 2.19000 113380.68| 4.10000 212265.20| 5.19000 268696.68 Topsoil From Stockpiles | | | 1350 652A100 77.000 ACRE| 864.00000 66528.00| 673.00000 51821.00| 621.14000 47827.78 Seeding | | | 1360 654A001 49599.000 SQYD| 3.51000 174092.49| 3.55000 176076.45| 2.82000 139869.18 Solid Sodding (Bermuda) | | | 1370 656A010 77.000 ACRE| 540.00000 41580.00| 471.75000 36324.75| 621.14000 47827.78 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -55 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 659C001 9513.000 SQYD| 1.35000 12842.55| 1.05000 9988.65| 1.13000 10749.69 Erosion Control Product, Type S3 | | | 1390 659C002 46391.000 SQYD| 1.46000 67730.86| 1.15000 53349.65| 1.13000 52421.83 Erosion Control Product, Type S2 | | | 1400 659C006 17427.000 SQYD| 4.05000 70579.35| 5.00000 87135.00| 5.08000 88529.16 Erosion Control Product, Type C6 | | | 1410 665A000 77.000 ACRE| 540.00000 41580.00| 345.25000 26584.25| 197.63000 15217.51 Temporary Seeding | | | 1421 665B001 231.000 TON | 297.00000 68607.00| 333.75000 77096.25| 254.10000 58697.10 Temporary Mulching | | | 1430 665C010 600.000 LF | 14.60000 8760.00| 18.50000 11100.00| 14.96000 8976.00 Temporary Pipe | | | 1440 665E000 2500.000 SQYD| 1.30000 3250.00| 2.25000 5625.00| 1.86000 4650.00 Polyethylene | | | 1450 665I000 2310.000 TON | 54.97000 126980.70| 56.10000 129591.00| 62.19000 143658.90 Temporary Riprap, Class 2 | | | 1460 665J002 17900.000 LF | 3.24000 57996.00| 3.30000 59070.00| 3.39000 60681.00 Silt Fence | | | 1470 665K000 2700.000 CUYD| 6.43000 17361.00| 4.80000 12960.00| 5.51000 14877.00 Drainage Sump Excavation | | | 1480 665O001 17900.000 LF | 1.08000 19332.00| 0.25000 4475.00| 0.73000 13067.00 Silt Fence Removal | | | 1490 665P005 26.000 EACH| 421.20000 10951.20| 201.50000 5239.00| 197.61000 5137.86 Inlet Protection, Stage 3 Or 4 | | | 1500 665Q002 4461.000 LF | 5.40000 24089.40| 11.80000 52639.80| 5.65000 25204.65 Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -56 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1510 665T000 4300.000 LF | 1.77000 7611.00| 3.20000 13760.00| 2.83000 12169.00 Temporary Earth Berms | | | 1520 680A001 LUMP| 258416.27000 258416.27| 65680.00000 65680.00| 164893.78000 164893.78 Geometric Controls | | | 1530 698A000 LUMP| 557000.00000 557000.00| 0.00000 0.00| 121986.79000 121986.79 Construction Fuel (Maximum Bid Limited | | | to $ 726,000.00) | | | 1540 701A227 10.000 MILE| 2430.00000 24300.00| 2590.00000 25900.00| 2541.01000 25410.10 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1550 701A230 7.000 MILE| 2430.00000 17010.00| 2590.00000 18130.00| 2541.01000 17787.07 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1560 701A239 4.000 MILE| 1458.00000 5832.00| 1550.00000 6200.00| 1524.61000 6098.44 Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1570 701B027 19.000 LF | 10.80000 205.20| 11.50000 218.50| 11.29000 214.51 Dotted, Class W, Type A Traffic Stripe | | | (5" Wide) | | | 1580 701B207 6765.000 LF | 0.43000 2908.95| 0.45000 3044.25| 0.45000 3044.25 Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 1590 701C003 3.000 MILE| 918.00000 2754.00| 978.00000 2934.00| 959.94000 2879.82 Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -57 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1600 701D007 1.000 MILE| 1080.00000 1080.00| 1150.00000 1150.00| 1129.34000 1129.34 Solid Traffic Stripe Removed (Paint) | | | 1610 701E006 650.000 LF | 2.16000 1404.00| 2.30000 1495.00| 2.26000 1469.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1620 701G142 631.000 LF | 2.16000 1362.96| 2.30000 1451.30| 2.26000 1426.06 Broken White, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1630 701G146 1073.000 LF | 3.78000 4055.94| 4.05000 4345.65| 3.95000 4238.35 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1640 701G154 760.000 LF | 3.78000 2872.80| 4.05000 3078.00| 3.95000 3002.00 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1650 703A002 7315.000 SQFT| 3.02000 22091.30| 3.20000 23408.00| 3.16000 23115.40 Traffic Control Markings, Class 2, Type | | | A | | | 1660 703A011 33.000 SQFT| 21.60000 712.80| 23.00000 759.00| 22.59000 745.47 Traffic Control Markings, Class W, Type | | | A | | | 1670 703B002 517.000 SQFT| 3.08000 1592.36| 3.30000 1706.10| 3.22000 1664.74 Traffic Control Legends, Class 2, Type | | | 1680 703B011 45.000 SQFT| 30.24000 1360.80| 32.20000 1449.00| 31.62000 1422.90 Traffic Control Legends, Class W, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -58 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1690 703C000 100.000 SQFT| 3.24000 324.00| 3.45000 345.00| 3.39000 339.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1700 703D002 210.000 SQFT| 2.16000 453.60| 2.30000 483.00| 2.26000 474.60 Temporary Traffic Control Markings | | | (Paint) | | | 1710 705A023 125.000 EACH| 3.78000 472.50| 4.05000 506.25| 3.95000 493.75 Pavement Markers, Class C, Type 2-D | | | 1720 705A024 100.000 EACH| 3.78000 378.00| 4.05000 405.00| 3.95000 395.00 Pavement Markers, Class C, Type 2-E | | | 1730 705A030 753.000 EACH| 3.24000 2439.72| 3.45000 2597.85| 3.39000 2552.67 Pavement Markers, Class A-H, Type 2-C | | | 1740 705A031 692.000 EACH| 3.24000 2242.08| 3.45000 2387.40| 3.39000 2345.88 Pavement Markers, Class A-H, Type 1-A | | | 1750 705A032 517.000 EACH| 3.24000 1675.08| 3.45000 1783.65| 3.39000 1752.63 Pavement Markers, Class A-H, Type 1-B | | | 1760 705A037 120.000 EACH| 3.24000 388.80| 3.45000 414.00| 3.39000 406.80 Pavement Markers, Class A-H, Type 2-D | | | 1770 705A038 26.000 EACH| 3.24000 84.24| 3.45000 89.70| 3.39000 88.14 Pavement Markers, Class A-H, Type 2-E | | | 1780 707A024 40.000 EACH| 37.80000 1512.00| 40.30000 1612.00| 39.53000 1581.20 Type 2B, Red And Amber Delineator | | | Installation | | | 1790 707B003 1.000 EACH| 140.40000 140.40| 149.50000 149.50| 146.81000 146.81 Type A Hazard Marker Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -59 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1800 707B004 4.000 EACH| 140.40000 561.60| 149.50000 598.00| 146.81000 587.24 Type B Hazard Marker Installation | | | 1810 709B000 2.000 EACH| 140.40000 280.80| 149.50000 299.00| 146.82000 293.64 Milepost Reset | | | 1820 710A115 784.000 SQFT| 15.12000 11854.08| 16.10000 12622.40| 15.81000 12395.04 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1830 710A126 244.000 SQFT| 16.20000 3952.80| 17.30000 4221.20| 16.94000 4133.36 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 1840 710A140 1711.000 SQFT| 23.76000 40653.36| 25.30000 43288.30| 24.85000 42518.35 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | | | | 1850 710A141 252.000 SQFT| 23.76000 5987.52| 25.30000 6375.60| 24.85000 6262.20 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 Gauge (Type III Background) | | | | | | 1860 710B001 1956.000 LF | 8.64000 16899.84| 9.20000 17995.20| 9.03000 17662.68 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -60 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1870 710B006 57.000 LF | 59.40000 3385.80| 63.30000 3608.10| 62.11000 3540.27 Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 1880 710B007 64.000 LF | 86.40000 5529.60| 92.10000 5894.40| 90.35000 5782.40 Roadway Sign Post (W6 x 15 Steel Beam) | | | 1890 710B010 124.000 LF | 70.20000 8704.80| 74.80000 9275.20| 73.41000 9102.84 Roadway Sign Post (W6 x 9 Steel Beam) | | | 1900 710B011 65.000 LF | 75.60000 4914.00| 80.60000 5239.00| 79.05000 5138.25 Roadway Sign Post (W6 x 12 Steel Beam) | | | 1910 710B015 446.000 LF | 97.20000 43351.20| 103.50000 46161.00| 101.64000 45331.44 Roadway Sign Post (W12 x 26 Steel Beam) | | | 1920 710B018 80.000 LF | 7.56000 604.80| 8.05000 644.00| 7.91000 632.80 Roadway Sign Post (#2 "U" Channel | | | Galvanized Steel) | | | 1930 713A000 30.000 LF | 313.20000 9396.00| 420.00000 12600.00| 92.61000 2778.30 Permanent Barricades | | | 1940 726A000 2000.000 LF | 85.00000 170000.00| 55.40000 110800.00| 24.28000 48560.00 Portable Concrete Safety Barriers,Type | | | 1950 726A001 40.000 LF | 216.00000 8640.00| 164.50000 6580.00| 70.67000 2826.80 Portable Concrete Safety Barriers,Type | | | 6-A | | | 1960 726D025 4.000 EACH| 15120.00000 60480.00| 5180.00000 20720.00| 7905.37000 31621.48 Portable Impact Attenuator Assembly | | | (Unidirectional,TL-3) | | | 1970 728A000 1.000 EACH| 12571.20000 12571.20| 28770.00000 28770.00| 9232.34000 9232.34 Truck Mounted Impact Attenuator Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -61 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 05009 |( 8 ) 19120 |( 9 ) 07050 |EUTAW CONSTRUCTION CO., INC |SUMMIT INDUSTRIES, L.L.C. |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1980 740B000 2462.000 SQFT| 7.56000 18612.72| 6.90000 16987.80| 6.78000 16692.36 Construction Signs | | | 1990 740C000 33.000 SQFT| 7.56000 249.48| 6.90000 227.70| 6.78000 223.74 Special Construction Signs | | | 2000 740D000 629.000 EACH| 32.40000 20379.60| 74.60000 46923.40| 44.04000 27701.16 Channelizing Drums | | | 2010 740E000 100.000 EACH| 19.44000 1944.00| 18.00000 1800.00| 3.38000 338.00 Cones (36 Inches High) | | | 2020 740F002 42.000 EACH| 178.20000 7484.40| 322.00000 13524.00| 208.93000 8775.06 Barricades, Type III | | | 2030 740I005 21.000 EACH| 405.00000 8505.00| 287.75000 6042.75| 282.33000 5928.93 Warning Lights, Type B (Detachable Head | | | 2040 740M001 100.000 EACH| 10.80000 1080.00| 1.15000 115.00| 0.94000 94.00 Ballast For Cone | | | 2050 741C010 2.000 EACH| 3186.00000 6372.00| 1780.00000 3560.00| 2823.35000 5646.70 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2060 742A001 2.000 EACH| 9450.00000 18900.00| 8360.00000 16720.00| 7340.70000 14681.40 Portable Changeable Message Sign, Type | | | 2070 999 000 1780.000 HOUR| 0.80000 1424.00| 0.80000 1424.00| 0.80000 1424.00 Trainee Hours At 80 Cents Per Hour | | | 2080 301A012 AA1 107226.000 SQYD| | | 13.39000 1435756.14 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 2090 304A008 AA2 107226.000 SQYD| 7.50000 804195.00| 9.95000 1066898.70| Soil-Cement, 6 Inches Thick | | | SECTION TOTALS | $ 13,530,671.16| $ 13,776,186.70| $ 14,514,249.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 13,530,671.16| $ 13,776,186.70| $ 14,514,249.16 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -62 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 416000.00000 416000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 104 | | | | | | 0020 205A001 1.000 EACH| 0.01000 0.01| | Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 0.01000 0.01| | Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 0.01000 0.01| | Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 0.01000 0.01| | Removal Of Structures, Structure No. 4 | | | 0060 206C003 358.000 SQYD| 2.65000 948.70| | Removing Concrete Flumes | | | 0070 206D000 327.000 LF | 8.00000 2616.00| | Removing Pipe | | | 0080 206D001 1847.000 LF | 2.20000 4063.40| | Removing Guardrail | | | 0090 206D011 11415.000 LF | 4.40000 50226.00| | Removing Fence | | | 0100 206E000 4.000 EACH| 82.50000 330.00| | Removing Headwalls | | | 0110 210A000 488004.000 CUYD| 5.43000 2649861.72| | Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -63 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 210C000 31185.000 CUYD| 8.27000 257899.95| | Muck Excavation | | | 0130 210D012 150.000 CUYD| 9.37000 1405.50| | Borrow Excavation (A-2-4(0) Or A-4(0)) | | | 0140 210D025 54450.000 CUYD| 9.37000 510196.50| | Borrow Excavation (Improved Roadbed) | | | 0150 210E000 31185.000 CUYD| 9.37000 292203.45| | Borrow Excavation (Underwater Backfill) | | | 0160 214A000 9176.000 CUYD| 0.50000 4588.00| | Structure Excavation | | | 0170 214B001 2954.000 CUYD| 49.00000 144746.00| | Foundation Backfill, Commercial | | | 0180 215A000 570.000 CUYD| 37.75000 21517.50| | Unclassified Bridge Excavation | | | 0190 215B000 LUMP| 57087.98000 57087.98| | Cofferdams Or Sheeting And Shoring, STA | | | 611+47.121 | | | 0200 215B001 LUMP| 57087.98000 57087.98| | Cofferdams Or Sheeting And Shoring, Sta | | | 614+21.157 | | | 0210 230A000 303.000 RBST| 236.25000 71583.75| | Roadbed Processing | | | 0220 401A000 107226.000 SQYD| 0.93000 99720.18| | Bituminous Treatment A | | | 0230 405A000 6107.000 GAL | 3.86000 23573.02| | Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -64 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 407B000 15.000 MILE| 0.01000 0.15| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0250 408A051 4217.000 SQYD| 0.01000 42.17| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0260 408A052 369.000 SQYD| 20.60000 7601.40| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0270 410A002 1.000 EACH| 1030.00000 1030.00| | Profilograph | | | 0280 410H000 1.000 EACH| 25750.00000 25750.00| | Material Remixing Device | | | 0290 424A280 15.000 TON | 257.50000 3862.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0300 424A360 7970.000 TON | 80.86000 644454.20| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0310 424A363 20.000 TON | 110.00000 2200.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -65 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 424B280 436.000 TON | 80.86000 35254.96| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0330 424B581 2652.000 TON | 69.94000 185480.88| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0340 424B650 12075.000 TON | 65.92000 795984.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0350 424B681 13310.000 TON | 64.99000 865016.90| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0360 428C000 3494.000 LF | 0.32000 1118.08| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 430B000 1000.000 TON | 44.53000 44530.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0380 450B000 265.000 SQYD| 126.13000 33424.45| | Reinforced Cement Concrete Bridge End | | | Slab | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -66 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 502A000 121553.000 LB | 1.01000 122768.53| | Steel Reinforcement | | | 0400 502B000 LUMP| 105624.30000 105624.30| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 611+47.121 Approximately 80,800 | | | | | | 0410 502B001 LUMP| 105624.30000 105624.30| | Steel Reinforcement For Bridge | | | Superstructure, Sta. 614+21.157, Approximately 68,900 | | | | | | 0420 505A002 4.000 EACH| 3498.86000 13995.44| | Steel Test Piles (HP 12x53) | | | 0430 505B057 4.000 EACH| 5095.17000 20380.68| | Static Loading Tests (HP 12x53) | | | 0440 505B087 4.000 EACH| 2507.39000 10029.56| | Dynamic Loading Tests (HP 12x53) | | | 0450 505M002 7650.000 LF | 57.94000 443241.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0460 508A000 18460.000 LB | 3.72000 68671.20| | Structural Steel | | | 0470 510A000 568.000 CUYD| 710.73000 403694.64| | Bridge Substructure Concrete, Class A | | | 0480 510C051 LUMP| 302796.08000 302796.08| | Bridge Concrete Superstructure, Sta. | | | 611+47.121 Approximately 334 CY | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -67 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 510C052 LUMP| 251492.38000 251492.38| | Bridge Concrete Superstructure, Sta. | | | 614+21.157, Approximately 270 CY | | | 0500 510E000 2054.000 SQYD| 3.66000 7517.64| | Grooving Concrete Bridge Decks | | | 0510 511A072 96.000 EACH| 676.27000 64921.92| | Elastomeric Bearing Type 4 (Mark VB3) | | | 0520 513B005 3152.000 LF | 164.68000 519071.36| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0530 524A011 125.000 CUYD| 930.60000 116325.00| | Culvert Concrete (Cast In Place) | | | 0540 530A001 814.000 LF | 26.49000 21562.86| | 18" Roadway Pipe (Class 3 R.C.) | | | 0550 530A003 363.000 LF | 45.02000 16342.26| | 30" Roadway Pipe (Class 3 R.C.) | | | 0560 530A004 253.000 LF | 65.41000 16548.73| | 36" Roadway Pipe (Class 3 R.C.) | | | 0570 530A005 215.000 LF | 75.53000 16238.95| | 42" Roadway Pipe (Class 3 R.C.) | | | 0580 530A006 242.000 LF | 97.09000 23495.78| | 48" Roadway Pipe (Class 3 R.C.) | | | 0590 530A008 238.000 LF | 135.15000 32165.70| | 60" Roadway Pipe (Class 3 R.C.) | | | 0600 530A494 69.000 LF | 22.65000 1562.85| | 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -68 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 530A815 11.000 LF | 37.29000 410.19| | 15" Roadway Pipe (14 Gauge C.C.M.) | | | (Stack Pipe)(No Bedding Required) | | | 0620 530B002 62.000 LF | 48.81000 3026.22| | 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0630 530B003 146.000 LF | 57.78000 8435.88| | 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0640 530B004 1120.000 LF | 74.27000 83182.40| | 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0650 530B005 483.000 LF | 90.64000 43779.12| | 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0660 530B007 501.000 LF | 129.48000 64869.48| | 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0670 530B008 2486.000 LF | 161.81000 402259.66| | 73" Span, 45" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0680 530C024 72.000 LF | 920.60000 66283.20| | 36" Roadway Pipe, Jacked Installation | | | (Class 5 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -69 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 535B091 106.000 LF | 48.25000 5114.50| | 29" Span, 18" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0700 535B094 453.000 LF | 90.78000 41123.34| | 51" Span, 31" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0710 600A000 LUMP| 865718.80000 865718.80| | Mobilization | | | 0720 602A000 80.000 EACH| 285.20000 22816.00| | Right Of Way Markers | | | 0730 606A000 3000.000 LF | 10.61000 31830.00| | 6" Underdrain Pipe | | | 0740 610C001 1481.000 TON | 60.00000 88860.00| | Loose Riprap, Class 2 | | | 0750 610D003 7270.000 SQYD| 1.90000 13813.00| | Filter Blanket, Geotextile | | | 0760 614A000 262.000 CUYD| 258.50000 67727.00| | Slope Paving | | | 0770 619A002 7.000 EACH| 489.50000 3426.50| | 18" Roadway Pipe End Treatment, Class 1 | | | 0780 619A004 3.000 EACH| 1006.50000 3019.50| | 30" Roadway Pipe End Treatment, Class 1 | | | 0790 619A005 2.000 EACH| 1145.10000 2290.20| | 36" Roadway Pipe End Treatment, Class 1 | | | 0800 619A006 2.000 EACH| 1472.90000 2945.80| | 42" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -70 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 619A009 1.000 EACH| 1809.50000 1809.50| | 60" Roadway Pipe End Treatment, Class 1 | | | 0820 619A204 2.000 EACH| 4074.40000 8148.80| | 36" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0830 619A207 1.000 EACH| 2770.90000 2770.90| | 48" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0840 619B017 2.000 EACH| 708.40000 1416.80| | 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0850 619B019 4.000 EACH| 1032.90000 4131.60| | 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0860 619B117 4.000 EACH| 988.90000 3955.60| | 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0870 619B120 8.000 EACH| 2062.50000 16500.00| | 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0880 619B144 1.000 EACH| 2433.20000 2433.20| | 44" Span, 27" Rise Side Drain Pipe End | | | Treatment, Class 2 | | | 0890 619B268 2.000 EACH| 1765.50000 3531.00| | 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -71 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 619B269 1.000 EACH| 1962.40000 1962.40| | 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0910 619B299 1.000 EACH| 2966.70000 2966.70| | 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0920 619B300 2.000 EACH| 3043.70000 6087.40| | 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0930 619B302 2.000 EACH| 4655.20000 9310.40| | 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 1 (Triple Line) | | | 0940 619B314 1.000 EACH| 4451.70000 4451.70| | 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 (Triple Line) | | | 0950 619B415 2.000 EACH| 5953.20000 11906.40| | 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 2 (Double Line) | | | 0960 621A005 4.000 EACH| 4829.00000 19316.00| | Junction Boxes, Type 1 | | | 0970 621A019 8.000 EACH| 6435.00000 51480.00| | Junction Boxes, Type 1 Or 2P | | | 0980 621A034 2.000 EACH| 16498.90000 32997.80| | Junction Boxes, Type 4 (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -72 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 621B005 8.000 EACH| 880.00000 7040.00| | Junction Box Units, Type 1 | | | 1000 621B014 7.000 EACH| 918.50000 6429.50| | Junction Box Units, Type 1 Or 2P | | | 1010 621B025 2.000 EACH| 1100.00000 2200.00| | Junction Box Units, Type 4 (Modified) | | | 1020 621C020 12.000 EACH| 2568.50000 30822.00| | Inlets, Type Y | | | 1030 621C110 1.000 EACH| 7416.20000 7416.20| | Inlets, Type PD-6 | | | 1040 621D019 9.000 EACH| 625.90000 5633.10| | Inlet Units, Type Y | | | 1050 629D001 6.000 EACH| 2722.50000 16335.00| | Bridge Guardrail Retrofit, Type C | | | 1060 630A001 2475.000 LF | 18.43000 45614.25| | Steel Beam Guardrail, Class A, Type 2 | | | 1070 630C001 4.000 EACH| 1045.00000 4180.00| | Guardrail End Anchor, Type 8 | | | 1080 630C003 8.000 EACH| 1815.00000 14520.00| | Guardrail End Anchor, Type 13 | | | 1090 630C050 8.000 EACH| 2172.50000 17380.00| | Guardrail End Anchor, Type 20 Series | | | 1101 634A002 9688.000 LF | 13.20000 127881.60| | Industrial Fence, 6 Feet High | | | 1110 641A512 260.000 LF | 7.67000 1994.20| | 3/4 Inch Copper Water Service Line Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -73 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 641A682 210.000 LF | 20.52000 4309.20| | 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1130 641A684 3050.000 LF | 26.39000 80489.50| | 8 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 1150 641A746 70.000 LF | 8.15000 570.50| | 6 Inch P.V.C. Water Main Laid | | | 1160 641A748 6813.000 LF | 11.70000 79712.10| | 8 Inch P.V.C. Water Main Laid | | | 1170 641C500 5370.000 LB | 6.45000 34636.50| | Ductile Iron Fittings | | | 1180 641D500 4.000 EACH| 1830.50000 7322.00| | Fire Hydrant | | | 1190 641E500 1.000 EACH| 900.00000 900.00| | Fire Hydrant Reset | | | 1210 641J516 2.000 EACH| 772.55000 1545.10| | 6 Inch Gate Valve With Box | | | 1220 641J518 9.000 EACH| 1045.50000 9409.50| | 8 Inch Gate Valve With Box | | | 1230 641L500 31.000 CUYD| 148.56000 4605.36| | Concrete for Water Mains (Thrust Blocks | | | 1250 641M512 17.000 EACH| 69.94000 1188.98| | 6 Inch Retainer Gland | | | 1260 641M514 129.000 EACH| 85.99000 11092.71| | 8 Inch Retainer Gland | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -74 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1270 641N520 4.000 EACH| 405.05000 1620.20| | 8 Inch x 6 Inch Anchor Tee | | | 1280 641O520 5.000 EACH| 2473.30000 12366.50| | 8 Inch x 8 Inch Tapping Valve And Sleev | | | 1290 641P515 9.000 EACH| 319.84000 2878.56| | 3/4 Inch Service Tap | | | 1300 641R510 9.000 EACH| 323.26000 2909.34| | 3/4 Inch Water Meter And Box Reset | | | 1310 649A540 1030.000 LF | 58.05000 59791.50| | 14 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 1320 649A635 70.000 LF | 101.65000 7115.50| | 12 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1330 649A640 1095.000 LF | 112.12000 122771.40| | 14 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 1340 650B000 51772.000 CUYD| 3.93000 203463.96| | Topsoil From Stockpiles | | | 1350 652A100 77.000 ACRE| 776.25000 59771.25| | Seeding | | | 1360 654A001 49599.000 SQYD| 3.05000 151276.95| | Solid Sodding (Bermuda) | | | 1370 656A010 77.000 ACRE| 747.50000 57557.50| | Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -75 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1380 659C001 9513.000 SQYD| 2.30000 21879.90| | Erosion Control Product, Type S3 | | | 1390 659C002 46391.000 SQYD| 2.19000 101596.29| | Erosion Control Product, Type S2 | | | 1400 659C006 17427.000 SQYD| 5.75000 100205.25| | Erosion Control Product, Type C6 | | | 1410 665A000 77.000 ACRE| 632.50000 48702.50| | Temporary Seeding | | | 1421 665B001 231.000 TON | 345.00000 79695.00| | Temporary Mulching | | | 1430 665C010 600.000 LF | 10.63000 6378.00| | Temporary Pipe | | | 1440 665E000 2500.000 SQYD| 1.25000 3125.00| | Polyethylene | | | 1450 665I000 2310.000 TON | 60.00000 138600.00| | Temporary Riprap, Class 2 | | | 1460 665J002 17900.000 LF | 3.97000 71063.00| | Silt Fence | | | 1470 665K000 2700.000 CUYD| 21.00000 56700.00| | Drainage Sump Excavation | | | 1480 665O001 17900.000 LF | 1.00000 17900.00| | Silt Fence Removal | | | 1490 665P005 26.000 EACH| 458.80000 11928.80| | Inlet Protection, Stage 3 Or 4 | | | 1500 665Q002 4461.000 LF | 8.06000 35955.66| | Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -76 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1510 665T000 4300.000 LF | 2.15000 9245.00| | Temporary Earth Berms | | | 1520 680A001 LUMP| 96616.63000 96616.63| | Geometric Controls | | | 1530 698A000 LUMP| 0.01000 0.01| | Construction Fuel (Maximum Bid Limited | | | to $ 726,000.00) | | | 1540 701A227 10.000 MILE| 2407.50000 24075.00| | Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1550 701A230 7.000 MILE| 2407.50000 16852.50| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1560 701A239 4.000 MILE| 1444.50000 5778.00| | Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1570 701B027 19.000 LF | 10.70000 203.30| | Dotted, Class W, Type A Traffic Stripe | | | (5" Wide) | | | 1580 701B207 6765.000 LF | 0.43000 2908.95| | Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 1590 701C003 3.000 MILE| 909.50000 2728.50| | Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -77 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1600 701D007 1.000 MILE| 1070.00000 1070.00| | Solid Traffic Stripe Removed (Paint) | | | 1610 701E006 650.000 LF | 2.14000 1391.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1620 701G142 631.000 LF | 2.14000 1350.34| | Broken White, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1630 701G146 1073.000 LF | 3.75000 4023.75| | Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1640 701G154 760.000 LF | 3.75000 2850.00| | Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1650 703A002 7315.000 SQFT| 3.00000 21945.00| | Traffic Control Markings, Class 2, Type | | | A | | | 1660 703A011 33.000 SQFT| 21.40000 706.20| | Traffic Control Markings, Class W, Type | | | A | | | 1670 703B002 517.000 SQFT| 3.05000 1576.85| | Traffic Control Legends, Class 2, Type | | | 1680 703B011 45.000 SQFT| 29.96000 1348.20| | Traffic Control Legends, Class W, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -78 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1690 703C000 100.000 SQFT| 3.21000 321.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1700 703D002 210.000 SQFT| 2.14000 449.40| | Temporary Traffic Control Markings | | | (Paint) | | | 1710 705A023 125.000 EACH| 3.75000 468.75| | Pavement Markers, Class C, Type 2-D | | | 1720 705A024 100.000 EACH| 3.75000 375.00| | Pavement Markers, Class C, Type 2-E | | | 1730 705A030 753.000 EACH| 3.21000 2417.13| | Pavement Markers, Class A-H, Type 2-C | | | 1740 705A031 692.000 EACH| 3.21000 2221.32| | Pavement Markers, Class A-H, Type 1-A | | | 1750 705A032 517.000 EACH| 3.21000 1659.57| | Pavement Markers, Class A-H, Type 1-B | | | 1760 705A037 120.000 EACH| 3.21000 385.20| | Pavement Markers, Class A-H, Type 2-D | | | 1770 705A038 26.000 EACH| 3.21000 83.46| | Pavement Markers, Class A-H, Type 2-E | | | 1780 707A024 40.000 EACH| 42.00000 1680.00| | Type 2B, Red And Amber Delineator | | | Installation | | | 1790 707B003 1.000 EACH| 156.00000 156.00| | Type A Hazard Marker Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -79 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1800 707B004 4.000 EACH| 156.00000 624.00| | Type B Hazard Marker Installation | | | 1810 709B000 2.000 EACH| 156.00000 312.00| | Milepost Reset | | | 1820 710A115 784.000 SQFT| 16.80000 13171.20| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1830 710A126 244.000 SQFT| 18.00000 4392.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 1840 710A140 1711.000 SQFT| 26.40000 45170.40| | Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | | | | 1850 710A141 252.000 SQFT| 26.40000 6652.80| | Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 Gauge (Type III Background) | | | | | | 1860 710B001 1956.000 LF | 9.60000 18777.60| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -80 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1870 710B006 57.000 LF | 66.00000 3762.00| | Roadway Sign Post (S4 x 7.7 Steel Beam) | | | 1880 710B007 64.000 LF | 96.00000 6144.00| | Roadway Sign Post (W6 x 15 Steel Beam) | | | 1890 710B010 124.000 LF | 78.00000 9672.00| | Roadway Sign Post (W6 x 9 Steel Beam) | | | 1900 710B011 65.000 LF | 84.00000 5460.00| | Roadway Sign Post (W6 x 12 Steel Beam) | | | 1910 710B015 446.000 LF | 108.00000 48168.00| | Roadway Sign Post (W12 x 26 Steel Beam) | | | 1920 710B018 80.000 LF | 8.40000 672.00| | Roadway Sign Post (#2 "U" Channel | | | Galvanized Steel) | | | 1930 713A000 30.000 LF | 86.10000 2583.00| | Permanent Barricades | | | 1940 726A000 2000.000 LF | 47.25000 94500.00| | Portable Concrete Safety Barriers,Type | | | 1950 726A001 40.000 LF | 57.75000 2310.00| | Portable Concrete Safety Barriers,Type | | | 6-A | | | 1960 726D025 4.000 EACH| 4725.00000 18900.00| | Portable Impact Attenuator Assembly | | | (Unidirectional,TL-3) | | | 1970 728A000 1.000 EACH| 500.00000 500.00| | Truck Mounted Impact Attenuator Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 001 -81 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130125001 COUNTIES : BALDWIN LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 30031 |( ) |( ) |AMMONS BLACKMON JV | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1980 740B000 2462.000 SQFT| 8.00000 19696.00| | Construction Signs | | | 1990 740C000 33.000 SQFT| 8.00000 264.00| | Special Construction Signs | | | 2000 740D000 629.000 EACH| 46.50000 29248.50| | Channelizing Drums | | | 2010 740E000 100.000 EACH| 13.91000 1391.00| | Cones (36 Inches High) | | | 2020 740F002 42.000 EACH| 196.00000 8232.00| | Barricades, Type III | | | 2030 740I005 21.000 EACH| 91.84000 1928.64| | Warning Lights, Type B (Detachable Head | | | 2040 740M001 100.000 EACH| 10.08000 1008.00| | Ballast For Cone | | | 2050 741C010 2.000 EACH| 4424.00000 8848.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2060 742A001 2.000 EACH| 14560.00000 29120.00| | Portable Changeable Message Sign, Type | | | 2070 999 000 1780.000 HOUR| 0.80000 1424.00| | Trainee Hours At 80 Cents Per Hour | | | 2080 301A012 AA1 107226.000 SQYD| 10.26000 1100138.76| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 2090 304A008 AA2 107226.000 SQYD| | | Soil-Cement, 6 Inches Thick | | | SECTION TOTALS | $ 15,588,018.83| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,588,018.83| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 CONTRACT TIME : 05/01/15 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-NHF-I020(339) for constructing the Additional Lanes (Grade, Drainage, Pavement, Lighting and Signing) on I-20 from SR-46 in Heflin to west of the Tallapoosa River. Length 4.290 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 13005 C. W. MATTHEWS CONTRACTING CO., INC. $ 29,029,976.88 100.0000% 2 30038 MCCARTNEY CONSTRUCTION CO. INC. & APAC MID-SOUTH, INC. JV $ 29,625,677.38 102.0520% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 125000.00000 125000.00| 72000.00000 72000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approximately 57 Acres) | | | | | | 0020 206B009 LUMP| 3896.60000 3896.60| 2800.00000 2800.00| Removal Of Old Box Culvert, Partial, | | | Station 1524+70 | | | 0030 206C001 9179.000 SQYD| 5.71000 52412.09| 9.00000 82611.00| Removing Concrete Pavement | | | 0040 206C003 11836.000 SQYD| 4.08000 48290.88| 7.00000 82852.00| Removing Concrete Flumes | | | 0050 206C013 298.000 SQYD| 100.00000 29800.00| 25.00000 7450.00| Removing Bridge End Slab | | | 0060 206D000 32.000 LF | 32.33000 1034.56| 10.00000 320.00| Removing Pipe | | | 0070 206D001 13505.000 LF | 1.05000 14180.25| 1.10000 14855.50| Removing Guardrail | | | 0080 206E000 21.000 EACH| 204.19000 4287.99| 300.00000 6300.00| Removing Headwalls | | | 0090 206E001 35.000 EACH| 306.29000 10720.15| 300.00000 10500.00| Removing Inlets | | | 0100 206E008 52.000 EACH| 152.00000 7904.00| 160.00000 8320.00| Removing Guardrail End Anchor (All Type | | | 0110 210A000 24826.000 CUYD| 8.77000 217724.02| 8.65000 214744.90| Unclassified Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 210D000 29494.000 CUYD| 6.05000 178438.70| 8.90000 262496.60| Borrow Excavation | | | 0130 214A000 9144.000 CUYD| 6.79000 62087.76| 6.00000 54864.00| Structure Excavation | | | 0140 214B001 3021.000 CUYD| 29.40000 88817.40| 26.25000 79301.25| Foundation Backfill, Commercial | | | 0150 231B001 25210.000 TON | 28.45000 717224.50| 26.50000 668065.00| Roadbed Stabilizing Material, ALDOT #46 | | | 0160 301E007 71.000 TON | 42.73000 3033.83| 39.00000 2769.00| Crushed Aggregate Base Course, Type B, | | | Yard Mixed | | | 0170 401A000 134408.000 SQYD| 1.25000 168010.00| 1.00000 134408.00| Bituminous Treatment A | | | 0180 405A000 42725.000 GAL | 2.53000 108094.25| 4.25000 181581.25| Tack Coat | | | 0190 407B000 41.000 MILE| 253.00000 10373.00| 365.00000 14965.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0200 408A052 7056.000 SQYD| 2.62000 18486.72| 6.22000 43888.32| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0210 408A055 8642.000 SQYD| 4.33000 37419.86| 7.12000 61531.04| Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0220 410C000 1.000 EACH| 50000.00000 50000.00| 24200.00000 24200.00| Contractor Retained Profilograph | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 410H000 1.000 EACH| 257063.87000 257063.87| 420000.00000 420000.00| Material Remixing Device | | | 0240 423A003 16263.000 TON | 86.15000 1401057.45| 90.27000 1468061.01| Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0250 423B002 21321.000 TON | 83.83000 1787339.43| 85.21000 1816762.41| Stone Matrix Asphalt Binder Layer, 3/4" | | | Maximum Aggregate Size | | | 0260 424A280 6335.000 TON | 74.90000 474491.50| 83.43000 528529.05| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0270 424A286 100.000 TON | 98.85000 9885.00| 108.70000 10870.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0280 424A360 4703.000 TON | 68.20000 320744.60| 77.62000 365046.86| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0290 424B280 6642.000 TON | 70.65000 469257.30| 72.29000 480150.18| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 424B581 125510.000 TON | 56.86000 7136498.60| 59.73000 7496712.30| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0310 424B585 800.000 TON | 106.86000 85488.00| 133.04000 106432.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0320 424B589 63375.000 TON | 57.48000 3642795.00| 63.81000 4043958.75| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0330 424B650 6676.000 TON | 64.69000 431870.44| 69.19000 461912.44| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0340 424B681 17941.000 TON | 58.17000 1043627.97| 61.10000 1096195.10| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0350 424B689 9543.000 TON | 58.52000 558456.36| 66.21000 631842.03| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 428C000 98177.000 LF | 0.18000 17671.86| 0.18000 17671.86| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 430B043 639.000 TON | 23.82000 15220.98| 26.00000 16614.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0380 450B000 274.000 SQYD| 200.00000 54800.00| 125.00000 34250.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0390 453C000 2130.000 SQYD| 12.04000 25645.20| 45.00000 95850.00| Removal Of Concrete Pavement Slab | | | 0400 453D001 45.000 CUYD| 595.09000 26779.05| 395.00000 17775.00| Concrete Pavement Replacement Slab | | | (Plain Concrete) | | | 0410 453D002 480.000 CUYD| 587.83000 282158.40| 650.00000 312000.00| Concrete Pavement Replacement Slab | | | (Continuous Reinforced) | | | 0420 459A000 100530.000 SQYD| 2.32000 233229.60| 1.90000 191007.00| Rubblizing Continuously Reinforced | | | Concrete Pavement | | | 0430 459A002 57206.000 SQYD| 2.33000 133289.98| 1.86000 106403.16| Rubblizing Plain Concrete Pavement | | | 0440 459B000 1000.000 TON | 21.62000 21620.00| 25.00000 25000.00| Filler Aggregate | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 520B000 LUMP| 218342.43000 218342.43| 225000.00000 225000.00| Raising Existing Bridge, Station | | | 1491+47.94 | | | 0460 530A001 8.000 LF | 37.20000 297.60| 50.00000 400.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0470 530A002 42.000 LF | 46.40000 1948.80| 55.00000 2310.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0480 530A003 30.000 LF | 58.68000 1760.40| 75.00000 2250.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0490 530A100 30.000 LF | 37.70000 1131.00| 80.00000 2400.00| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0500 530A102 46.000 LF | 52.83000 2430.18| 130.00000 5980.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0510 530A104 12.000 LF | 68.49000 821.88| 165.00000 1980.00| 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0520 530B011 82.000 LF | 49.62000 4068.84| 100.00000 8200.00| 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0530 533A858 8530.000 LF | 22.91000 195422.30| 29.00000 247370.00| 24" Storm Sewer Pipe | | | 0540 533B202 1748.000 LF | 30.22000 52824.56| 41.00000 71668.00| 29" Span, 18" Rise Storm Sewer Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 534E001 230.000 LF | 7.50000 1725.00| 20.00000 4600.00| Cleaning Existing Pipe (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0560 538A002 280.000 LF | 76.00000 21280.00| 87.00000 24360.00| 15" Roadway Pipe Rehabilitation | | | 0570 538A004 2648.000 LF | 134.00000 354832.00| 140.00000 370720.00| 24" Roadway Pipe Rehabilitation | | | 0580 538A005 1187.000 LF | 160.00000 189920.00| 188.00000 223156.00| 30" Roadway Pipe Rehabilitation | | | 0590 538B000 376.000 LF | 92.00000 34592.00| 87.00000 32712.00| 18"Span x 11" Rise Roadway Pipe | | | Rehabilitation | | | 0600 600A000 LUMP| 2800077.98000 2800077.98| 1224874.00000 1224874.00| Mobilization | | | 0610 601A000 1.000 EACH| 39925.03000 39925.03| 17700.00000 17700.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0620 603A002 1.000 EACH| 63525.03000 63525.03| 47800.00000 47800.00| Furnishing Type 3 Field Office | | | 0630 605B001 40.000 EACH| 344.13000 13765.20| 250.00000 10000.00| Special Underdrain Outlet, Type B | | | 0640 606A000 1440.000 LF | 17.76000 25574.40| 20.00000 28800.00| 6" Underdrain Pipe | | | 0650 606A005 430.000 LF | 39.85000 17135.50| 45.00000 19350.00| 6" Underdrain Pipe,Type 9 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 610C001 1954.000 TON | 35.12000 68624.48| 30.50000 59597.00| Loose Riprap, Class 2 | | | 0670 610D003 11704.000 SQYD| 1.68000 19662.72| 1.71000 20013.84| Filter Blanket, Geotextile | | | 0680 614A000 44.000 CUYD| 272.48000 11989.12| 300.00000 13200.00| Slope Paving | | | 0690 619A001 3.000 EACH| 479.47000 1438.41| 675.00000 2025.00| 15" Roadway Pipe End Treatment, Class 1 | | | 0700 619A002 1.000 EACH| 529.05000 529.05| 750.00000 750.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0710 619A003 8.000 EACH| 628.14000 5025.12| 800.00000 6400.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0720 619A004 2.000 EACH| 677.70000 1355.40| 900.00000 1800.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0730 619A005 1.000 EACH| 1028.51000 1028.51| 1050.00000 1050.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0740 619B015 8.000 EACH| 529.02000 4232.16| 700.00000 5600.00| 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0750 620A000 5.000 CUYD| 823.78000 4118.90| 950.00000 4750.00| Minor Structure Concrete | | | 0760 621A005 5.000 EACH| 2394.00000 11970.00| 2500.00000 12500.00| Junction Boxes, Type 1 | | | 0770 621A011 7.000 EACH| 2394.00000 16758.00| 2500.00000 17500.00| Junction Boxes, Type 1 Or 1P | | | 0780 621B011 4.000 EACH| 887.00000 3548.00| 750.00000 3000.00| Junction Box Units, Type 1 Or 1P | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0790 621C002 1.000 EACH| 2537.00000 2537.00| 2250.00000 2250.00| Inlets, Type C, P1 Or P3 | | | 0800 621C054 77.000 EACH| 6343.00000 488411.00| 6950.00000 535150.00| Inlets, Type E2 | | | 0810 621D041 90.000 EACH| 632.00000 56880.00| 700.00000 63000.00| Inlet Units, Type E2 | | | 0820 621I004 1.000 EACH| 10250.00000 10250.00| 23000.00000 23000.00| Stilling Basins, Type 4 | | | 0830 621I008 1.000 EACH| 12480.00000 12480.00| 45000.00000 45000.00| Stilling Basins, Type 8 | | | 0840 629A080 19863.000 LF | 66.20000 1314930.60| 73.00000 1449999.00| Concrete Median Or Safety Barrier, Type | | | CSF-56 | | | 0850 629A081 2497.000 LF | 93.85000 234343.45| 112.00000 279664.00| Concrete Median Or Safety Barrier, | | | CSF-56 SE | | | 0860 629A082 210.000 LF | 272.50000 57225.00| 225.00000 47250.00| Concrete Median Or Safety Barrier, | | | CSF-56 PP | | | 0870 629C001 1.000 EACH| 4970.00000 4970.00| 3500.00000 3500.00| Concrete Median Or Safety Barrier End | | | Section (Type TES Modified) | | | 0880 629D000 4.000 EACH| 4650.00000 18600.00| 4250.00000 17000.00| Bridge Guardrail Retrofit, Type IC | | | 0890 630A001 3525.000 LF | 26.55000 93588.75| 27.95000 98523.75| Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -11 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 630C001 8.000 EACH| 712.50000 5700.00| 750.00000 6000.00| Guardrail End Anchor, Type 8 | | | 0910 630C003 5.000 EACH| 1662.50000 8312.50| 1750.00000 8750.00| Guardrail End Anchor, Type 13 | | | 0920 630C050 4.000 EACH| 2945.00000 11780.00| 3100.00000 12400.00| Guardrail End Anchor, Type 20 Series | | | 0930 630C070 9.000 EACH| 2280.00000 20520.00| 2400.00000 21600.00| Guardrail End Anchor, Type 10 Series | | | 0940 650A000 9541.000 CUYD| 7.37000 70317.17| 5.00000 47705.00| Topsoil | | | 0950 650B000 9000.000 CUYD| 7.04000 63360.00| 9.50000 85500.00| Topsoil From Stockpiles | | | 0960 652A100 57.000 ACRE| 875.00000 49875.00| 954.00000 54378.00| Seeding | | | 0970 652C000 57.000 ACRE| 85.00000 4845.00| 63.60000 3625.20| Mowing | | | 0980 654A001 107.000 SQYD| 6.00000 642.00| 5.30000 567.10| Solid Sodding (Bermuda) | | | 0990 656A010 57.000 ACRE| 300.00000 17100.00| 318.00000 18126.00| Mulching | | | 1000 659C001 560.000 SQYD| 1.50000 840.00| 1.38000 772.80| Erosion Control Product, Type S3 | | | 1010 659C002 30300.000 SQYD| 1.10000 33330.00| 1.38000 41814.00| Erosion Control Product, Type S2 | | | 1020 659C004 2478.000 SQYD| 1.35000 3345.30| 1.59000 3940.02| Erosion Control Product, Type C2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -12 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 659C005 8423.000 SQYD| 2.15000 18109.45| 2.65000 22320.95| Erosion Control Product, Type C4 | | | 1040 659C006 282.000 SQYD| 3.87000 1091.34| 5.30000 1494.60| Erosion Control Product, Type C6 | | | 1050 665A000 57.000 ACRE| 100.00000 5700.00| 477.00000 27189.00| Temporary Seeding | | | 1060 665B001 171.000 TON | 250.00000 42750.00| 371.00000 63441.00| Temporary Mulching | | | 1070 665C010 296.000 LF | 20.00000 5920.00| 30.00000 8880.00| Temporary Pipe | | | 1080 665E000 2000.000 SQYD| 0.85000 1700.00| 1.06000 2120.00| Polyethylene | | | 1090 665G000 10680.000 EACH| 4.00000 42720.00| 4.24000 45283.20| Sand Bags | | | 1100 665I000 2700.000 TON | 32.86000 88722.00| 30.50000 82350.00| Temporary Riprap, Class 2 | | | 1110 665J002 21825.000 LF | 2.00000 43650.00| 2.65000 57836.25| Silt Fence | | | 1120 665K000 1067.000 CUYD| 8.25000 8802.75| 10.00000 10670.00| Drainage Sump Excavation | | | 1130 665N000 804.000 TON | 25.76000 20711.04| 25.10000 20180.40| Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 1140 665O001 21825.000 LF | 0.25000 5456.25| 0.80000 17460.00| Silt Fence Removal | | | 1150 665P005 81.000 EACH| 300.00000 24300.00| 212.00000 17172.00| Inlet Protection, Stage 3 Or 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -13 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 665Q002 20675.000 LF | 4.00000 82700.00| 6.36000 131493.00| Wattle | | | 1170 665T000 1170.000 LF | 3.48000 4071.60| 7.00000 8190.00| Temporary Earth Berms | | | 1180 665V001 3770.000 LB | 10.00000 37700.00| 13.78000 51950.60| Flocculant Powder | | | 1190 666A001 57.000 ACRE| 1.00000 57.00| 53.00000 3021.00| Pest Control Treatment | | | 1200 680A001 LUMP| 210329.29000 210329.29| 419000.00000 419000.00| Geometric Controls | | | 1210 698A000 LUMP| 1.00000 1.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 1,500,000.00) | | | 1220 701A227 10.000 MILE| 1800.00000 18000.00| 1890.00000 18900.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1230 701A230 13.000 MILE| 1800.00000 23400.00| 1890.00000 24570.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1240 701A239 20.000 MILE| 1260.00000 25200.00| 1323.00000 26460.00| Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1250 701B063 2643.000 LF | 0.48000 1268.64| 0.51000 1347.93| Dotted, Class 2, Type A Traffic | | | Stripe(Lane Drop 10" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -14 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 701B207 1072.000 LF | 0.24000 257.28| 0.26000 278.72| Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 1270 701C000 37.000 MILE| 330.00000 12210.00| 346.50000 12820.50| Broken Temporary Traffic Stripe | | | 1280 701C001 59.000 MILE| 330.00000 19470.00| 346.50000 20443.50| Solid Temporary Traffic Stripe | | | 1290 701C006 3.000 MILE| 4500.00000 13500.00| 4725.00000 14175.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1300 701D007 2.000 MILE| 700.00000 1400.00| 735.00000 1470.00| Solid Traffic Stripe Removed (Paint) | | | 1310 701D008 2.000 MILE| 700.00000 1400.00| 735.00000 1470.00| Solid Traffic Stripe Removed (Plastic) | | | 1320 701D009 20.000 MILE| 700.00000 14000.00| 735.00000 14700.00| Solid Traffic Stripe Removed (Tape) | | | 1330 701D014 1.000 MILE| 490.00000 490.00| 514.50000 514.50| Broken Traffic Stripe Removed (Paint) | | | 1340 701D015 2.000 MILE| 490.00000 980.00| 514.50000 1029.00| Broken Traffic Stripe Removed (Plastic) | | | 1350 701D016 8.000 MILE| 490.00000 3920.00| 514.50000 4116.00| Broken Traffic Stripe Removed (Tape) | | | 1360 701E009 187.000 LF | 1.00000 187.00| 1.05000 196.35| Broken Temporary Traffic Stripe | | | (Removable Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -15 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1370 701F000 4578.000 LF | 0.35000 1602.30| 0.37000 1693.86| Dotted Temporary Traffic Stripe | | | 1380 701F010 2643.000 LF | 0.35000 925.05| 0.37000 977.91| Dotted Temporary Traffic Stripe (Lane | | | Drop) | | | 1390 701G142 2930.000 LF | 1.50000 4395.00| 1.58000 4629.40| Broken White, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1400 701G146 1769.000 LF | 3.00000 5307.00| 3.15000 5572.35| Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1410 701G154 2294.000 LF | 3.00000 6882.00| 3.15000 7226.10| Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1420 701G161 2405.000 LF | 1.50000 3607.50| 1.58000 3799.90| Broken Black, Class W, Type B Traffic | | | Stripe (5" Wide) | | | 1430 701G252 700.000 LF | 5.50000 3850.00| 5.78000 4046.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) (Rumble Strip) | | | 1440 701H010 49.000 LF | 0.50000 24.50| 0.53000 25.97| Dotted Traffic Stripe Removed (Paint) | | | 1450 701H011 1120.000 LF | 0.50000 560.00| 0.53000 593.60| Dotted Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -16 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1460 701H012 756.000 LF | 0.50000 378.00| 0.53000 400.68| Dotted Traffic Stripe Removed (Tape) | | | 1470 703A002 4467.000 SQFT| 3.00000 13401.00| 3.15000 14071.05| Traffic Control Markings, Class 2, Type | | | A | | | 1480 703B002 164.000 SQFT| 9.00000 1476.00| 9.45000 1549.80| Traffic Control Legends, Class 2, Type | | | 1490 703C000 56.000 SQFT| 2.25000 126.00| 2.37000 132.72| Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 1500 703C001 190.000 SQFT| 2.25000 427.50| 2.37000 450.30| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1510 703C003 221.000 SQFT| 2.25000 497.25| 2.37000 523.77| Removal Of Existing Traffic Control | | | Markings Or Legends (Tape) | | | 1520 703D000 127.000 SQFT| 3.00000 381.00| 3.15000 400.05| Temporary Traffic Control Markings | | | (Tape) | | | 1530 703D001 56.000 SQFT| 12.00000 672.00| 12.60000 705.60| Temporary Traffic Control Markings | | | 1540 703E000 105.000 SQFT| 3.00000 315.00| 3.15000 330.75| Temporary Traffic Control Legends (Tape | | | 1550 705A011 7786.000 EACH| 2.25000 17518.50| 2.37000 18452.82| Pavement Markers, Class C, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -17 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1560 705A012 5395.000 EACH| 2.25000 12138.75| 2.37000 12786.15| Pavement Markers, Class C, Type 1-B | | | 1570 705A022 505.000 EACH| 2.25000 1136.25| 2.37000 1196.85| Pavement Markers, Class C, Type 2-C | | | 1580 705A030 409.000 EACH| 2.25000 920.25| 2.37000 969.33| Pavement Markers, Class A-H, Type 2-C | | | 1590 705A031 1722.000 EACH| 2.25000 3874.50| 2.37000 4081.14| Pavement Markers, Class A-H, Type 1-A | | | 1600 705A032 108.000 EACH| 2.25000 243.00| 2.37000 255.96| Pavement Markers, Class A-H, Type 1-B | | | 1610 705A037 18.000 EACH| 2.25000 40.50| 2.37000 42.66| Pavement Markers, Class A-H, Type 2-D | | | 1620 707B004 4.000 EACH| 150.00000 600.00| 157.50000 630.00| Type B Hazard Marker Installation | | | 1630 709A000 8.000 EACH| 150.00000 1200.00| 157.50000 1260.00| Milepost, Type A | | | 1640 710A115 330.000 SQFT| 16.00000 5280.00| 16.80000 5544.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1650 710A140 1162.000 SQFT| 22.00000 25564.00| 23.10000 26842.20| Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -18 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1660 710A141 131.000 SQFT| 22.00000 2882.00| 23.10000 3026.10| Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 Gauge (Type III Background) | | | | | | 1670 710A144 129.000 SQFT| 22.00000 2838.00| 23.10000 2979.90| Class 2A , Aluminum Flat Sign Panels 0. | | | 125" Thick or Steel Flat Sign Panels 12 Gauge (Type III, IV, Or VIII Bckgd) | | | | | | 1680 710B004 36.000 LF | 50.00000 1800.00| 52.50000 1890.00| Roadway Sign Post (3" O.D. Steel | | | Uniform Diameter) | | | 1690 710B007 48.000 LF | 80.00000 3840.00| 84.00000 4032.00| Roadway Sign Post (W6 x 15 Steel Beam) | | | 1700 710B008 56.000 LF | 85.00000 4760.00| 89.25000 4998.00| Roadway Sign Post (W8 x 18 Steel Beam) | | | 1710 710B014 60.000 LF | 95.00000 5700.00| 99.75000 5985.00| Roadway Sign Post (W10 x 26 Steel Beam) | | | 1720 710B021 455.000 LF | 8.50000 3867.50| 8.93000 4063.15| Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 1730 710C000 LUMP| 8500.00000 8500.00| 8925.00000 8925.00| Removal Of Existing Roadway Signs | | | 1740 715A000 LUMP| 34000.00000 34000.00| 35700.00000 35700.00| Overhead Roadway Sign Structure OHC-1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -19 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1750 715A001 LUMP| 32000.00000 32000.00| 33600.00000 33600.00| Overhead Roadway Sign Structure OHC-2 | | | 1760 715A002 LUMP| 33000.00000 33000.00| 34650.00000 34650.00| Overhead Roadway Sign Structure OHC-3 | | | 1770 720A031 1.000 EACH| 22543.00000 22543.00| 22940.00000 22940.00| Vehicular Impact Attenuator Assembly | | | (Bi-directional,"70 MPH") | | | 1780 726A000 3770.000 LF | 27.90000 105183.00| 29.50000 111215.00| Portable Concrete Safety Barriers,Type | | | 1790 726A001 40.000 LF | 38.00000 1520.00| 50.00000 2000.00| Portable Concrete Safety Barriers,Type | | | 6-A | | | 1800 726D025 4.000 EACH| 9000.00000 36000.00| 7000.00000 28000.00| Portable Impact Attenuator Assembly | | | (Unidirectional,TL-3) | | | 1810 731B000 1.000 EACH| 8156.23000 8156.23| 8585.50000 8585.50| Pole for Mounting Traffic Detection | | | Equipment | | | 1820 732A001 LUMP| 209000.00000 209000.00| 220000.00000 220000.00| Weigh-In-Motion/Classification Station | | | 1830 734A011 12845.000 LF | 1.05000 13487.25| 1.11000 14257.95| Cable OSP, Loose Tube, 24F SM | | | 1840 734E000 10560.000 LF | 0.59000 6230.40| 0.62000 6547.20| Detectable Tape System | | | 1850 734E005 22.000 EACH| 53.39000 1174.58| 56.20000 1236.40| Marker Post | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -20 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1860 734E021 11115.000 LF | 5.68000 63133.20| 5.98000 66467.70| Buried Duct HDPE SDR11 2 Inch | | | 1870 734E040 630.000 LF | 18.53000 11673.90| 19.50000 12285.00| Conduit Galvanized Rigid Steel 2 Inch | | | 1880 734F002 1.000 EACH| 228.26000 228.26| 240.27000 240.27| Distribution Hardware SFDU 12 Fiber | | | 1890 734F003 1.000 EACH| 264.10000 264.10| 278.00000 278.00| Distribution Hardware SFDU 24 Fiber | | | 1900 734G001 28.000 EACH| 42.89000 1200.92| 45.15000 1264.20| Connector ST Termination SM | | | 1910 734G009 8.000 EACH| 69.83000 558.64| 73.50000 588.00| Splicing, Fusion | | | 1920 734H012 4.000 EACH| 38.00000 152.00| 40.00000 160.00| Patch Cord Simplex SM ST 3 Meter | | | 1930 734J000 20.000 EACH| 1149.50000 22990.00| 1210.00000 24200.00| Commbox F1 | | | 1940 734J003 2.000 EACH| 550.53000 1101.06| 579.50000 1159.00| Pull Box (24 In X 24 In X 12 In) Alum | | | 1950 734M000 1.000 EACH| 185.73000 185.73| 195.50000 195.50| Riser Assembly | | | 1960 740B000 3119.000 SQFT| 6.00000 18714.00| 6.42000 20023.98| Construction Signs | | | 1970 740C000 577.000 SQFT| 6.00000 3462.00| 6.42000 3704.34| Special Construction Signs | | | 1980 740C002 20.000 SQFT| 6.00000 120.00| 6.42000 128.40| Special Construction Signs(Motorcycle | | | Plaque) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 002 -21 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130125002 COUNTIES : CLEBURNE LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13005 |( 2 ) 30038 |( ) |C. W. MATTHEWS CONTRACTING |MCCARTNEYCONSTR.COINC/APACM | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1990 740D000 700.000 EACH| 40.00000 28000.00| 42.80000 29960.00| Channelizing Drums | | | 2000 740E000 50.000 EACH| 10.14000 507.00| 10.00000 500.00| Cones (36 Inches High) | | | 2010 740F002 5.000 EACH| 150.00000 750.00| 176.55000 882.75| Barricades, Type III | | | 2020 740I002 4.000 EACH| 550.00000 2200.00| 674.10000 2696.40| Warning Lights, Type B | | | 2030 740L004 530.000 EACH| 120.00000 63600.00| 128.40000 68052.00| Vertical Panel, Type II (Single-Sided) | | | 2040 740M001 50.000 EACH| 10.14000 507.00| 5.00000 250.00| Ballast For Cone | | | 2050 741C010 2.000 EACH| 2500.00000 5000.00| 2568.00000 5136.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 2060 742A001 2.000 EACH| 5000.00000 10000.00| 5243.00000 10486.00| Portable Changeable Message Sign, Type | | | 2070 747A000 2.000 EACH| 50880.00000 101760.00| 50249.50000 100499.00| Highway Advisory Radio | | | 2080 750K020 LUMP| 89300.00000 89300.00| 94000.00000 94000.00| Modification Of Roadway Lighting | | | 2090 756A022 190.000 LF | 47.83000 9087.70| 50.35000 9566.50| 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 2100 999 000 4240.000 HOUR| 0.80000 3392.00| 0.80000 3392.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 29,029,976.88| $ 29,625,677.38| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 29,029,976.88| $ 29,625,677.38| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20130125003 COUNTIES : AUTAUGA MONTGOMERY LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ELMORE CONTRACT TIME : 03/01/12 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : ITS-STPAAF-9901(001) for constructing the Installation of Dynamic Message Signs on I-65 Corridor within the Montgomery Regional Area at Sites as indicated by the plan set. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 03115 THE CONTACT NETWORK, INC. $ 2,088,869.29 100.0000% 2 06028 FLORIDA TRAFFIC CONTROL DEVICES, INC. $ 2,311,400.00 110.6532% 3 23075 WORLD FIBER TECHNOLOGIES, INC. $ 2,340,503.89 112.0465% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20130125003 COUNTIES : AUTAUGA MONTGOMERY LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ELMORE ==================================================================================================================================== |( 1 ) 03115 |( 2 ) 06028 |( 3 ) 23075 |THE CONTACT NETWORK, INC. |FLORIDA TRAFFIC CONTROL DEV |WORLD FIBER TECHNOLOGIES, 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| 3921.57000 3921.57 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approximately 1 Acre) | | | | | | 0020 206C000 25.000 SQYD| 16.67000 416.75| 66.00000 1650.00| 17.83000 445.75 Removing Concrete Sidewalk | | | 0030 206D003 40.000 LF | 22.22000 888.80| 66.00000 2640.00| 23.77000 950.80 Removing Curb And Gutter | | | 0040 206D011 40.000 LF | 11.11000 444.40| 22.00000 880.00| 23.77000 950.80 Removing Fence | | | 0050 206E019 1.000 EACH| 333.33000 333.33| 225.00000 225.00| 237.67000 237.67 Removing Guardrail End Anchor (Type 10) | | | 0060 210A000 500.000 CUYD| 13.33000 6665.00| 14.00000 7000.00| 14.26000 7130.00 Unclassified Excavation | | | 0070 210D001 1500.000 CUYD| 16.67000 25005.00| 14.00000 21000.00| 17.83000 26745.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0080 305B077 500.000 TON | 72.22000 36110.00| 35.00000 17500.00| 71.30000 35650.00 Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0090 600A000 LUMP| 288272.22000 288272.22| 275000.00000 275000.00| 85833.63000 85833.63 Mobilization | | | 0100 618B003 36.000 SQYD| 88.89000 3200.04| 226.00000 8136.00| 95.07000 3422.52 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20130125003 COUNTIES : AUTAUGA MONTGOMERY LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ELMORE ==================================================================================================================================== |( 1 ) 03115 |( 2 ) 06028 |( 3 ) 23075 |THE CONTACT NETWORK, INC. |FLORIDA TRAFFIC CONTROL DEV |WORLD FIBER TECHNOLOGIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 623A001 40.000 LF | 66.67000 2666.80| 65.00000 2600.00| 71.30000 2852.00 Concrete Gutter (Valley) | | | 0120 630A001 238.000 LF | 24.61000 5857.18| 77.00000 18326.00| 29.71000 7070.98 Steel Beam Guardrail, Class A, Type 2 | | | 0130 630C001 5.000 EACH| 1027.78000 5138.90| 1000.00000 5000.00| 1069.52000 5347.60 Guardrail End Anchor, Type 8 | | | 0140 630C003 1.000 EACH| 2500.00000 2500.00| 1675.00000 1675.00| 1782.53000 1782.53 Guardrail End Anchor, Type 13 | | | 0150 630C050 6.000 EACH| 2777.78000 16666.68| 2455.00000 14730.00| 2614.38000 15686.28 Guardrail End Anchor, Type 20 Series | | | 0160 634B002 160.000 LF | 27.78000 4444.80| 33.50000 5360.00| 71.30000 11408.00 Industrial Fence, 8 Feet High Plus | | | Barbed Wire (45 Degree Arms) | | | 0170 634D003 2.000 EACH| 2500.00000 5000.00| 1510.00000 3020.00| 1188.35000 2376.70 Gate, 20 Feet Wide, Complete With | | | Fittings (With Barbed Wire) | | | 0180 650A000 170.000 CUYD| 44.44000 7554.80| 70.00000 11900.00| 47.53000 8080.10 Topsoil | | | 0190 652A100 1.000 ACRE| 1666.67000 1666.67| 1340.00000 1340.00| 1782.53000 1782.53 Seeding | | | 0200 656A010 1.000 ACRE| 1666.67000 1666.67| 1117.00000 1117.00| 1782.53000 1782.53 Mulching | | | 0210 665J002 1690.000 LF | 4.06000 6861.40| 4.50000 7605.00| 4.34000 7334.60 Silt Fence | | | 0220 665O001 1690.000 LF | 1.39000 2349.10| 1.10000 1859.00| 1.49000 2518.10 Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20130125003 COUNTIES : AUTAUGA MONTGOMERY LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ELMORE ==================================================================================================================================== |( 1 ) 03115 |( 2 ) 06028 |( 3 ) 23075 |THE CONTACT NETWORK, INC. |FLORIDA TRAFFIC CONTROL DEV |WORLD FIBER TECHNOLOGIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 715A000 LUMP| 31111.11000 31111.11| 54700.00000 54700.00| 57232.82000 57232.82 Overhead Roadway Sign Structure Number | | | 0240 715A001 LUMP| 31111.11000 31111.11| 54700.00000 54700.00| 57232.82000 57232.82 Overhead Roadway Sign Structure Number | | | 0250 715A002 LUMP| 132777.78000 132777.78| 167000.00000 167000.00| 195492.29000 195492.29 Overhead Roadway Sign Structure Number | | | 0260 715A003 LUMP| 133333.33000 133333.33| 167000.00000 167000.00| 198760.26000 198760.26 Overhead Roadway Sign Structure Number | | | 0270 715A004 LUMP| 37777.78000 37777.78| 60000.00000 60000.00| 60239.36000 60239.36 Overhead Roadway Sign Structure Number | | | 0280 715A005 LUMP| 31111.11000 31111.11| 54700.00000 54700.00| 57232.82000 57232.82 Overhead Roadway Sign Structure Number | | | 0290 715A006 LUMP| 27777.78000 27777.78| 52977.00000 52977.00| 54618.44000 54618.44 Overhead Roadway Sign Structure Number | | | 0300 730T000 7.000 EACH| 814.81000 5703.67| 1400.00000 9800.00| 2993.99000 20957.93 Wood Pole | | | 0310 734B007 1740.000 LF | 3.53000 6142.20| 2.50000 4350.00| 3.25000 5655.00 Drop Cable OSP 12F SM Central Core | | | 0320 734E000 1000.000 LF | 2.49000 2490.00| 1.50000 1500.00| 1.17000 1170.00 Detectable Tape System | | | 0330 734E005 7.000 EACH| 68.00000 476.00| 130.00000 910.00| 327.49000 2292.43 Marker Post | | | 0340 734E021 1000.000 LF | 22.48000 22480.00| 12.55000 12550.00| 12.55000 12550.00 Buried Duct HDPE SDR11 2 Inch | | | 0350 734E037 2099.000 LF | 18.33000 38474.67| 9.00000 18891.00| 9.74000 20444.26 Conduit PVC Schedule 80 2 Inch | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20130125003 COUNTIES : AUTAUGA MONTGOMERY LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ELMORE ==================================================================================================================================== |( 1 ) 03115 |( 2 ) 06028 |( 3 ) 23075 |THE CONTACT NETWORK, INC. |FLORIDA TRAFFIC CONTROL DEV |WORLD FIBER TECHNOLOGIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 734F002 9.000 EACH| 271.62000 2444.58| 513.00000 4617.00| 586.80000 5281.20 Distribution Hardware SFDU 12 Fiber | | | 0370 734G001 108.000 EACH| 56.33000 6083.64| 51.00000 5508.00| 20.26000 2188.08 Connector ST Termination SM | | | 0380 734G008 7.000 EACH| 42.14000 294.98| 42.00000 294.00| 41.83000 292.81 Splice Tray | | | 0390 734G009 28.000 EACH| 70.48000 1973.44| 73.00000 2044.00| 84.27000 2359.56 Splicing, Fusion | | | 0400 734G100 7.000 EACH| 509.57000 3566.99| 814.00000 5698.00| 712.16000 4985.12 Splice Closure, Undergrade, 12 Fiber | | | 0410 734H041 32.000 EACH| 21.16000 677.12| 47.00000 1504.00| 89.65000 2868.80 Patch Cord Duplex SM, ST To LC 2 Meter | | | 0420 734H070 9.000 EACH| 42.14000 379.26| 49.00000 441.00| 19.61000 176.49 Fanout Kit, SM | | | 0430 734I000 1.000 EACH| 91241.88000 91241.88| 99700.00000 99700.00| 186602.88000 186602.88 Hub Building | | | 0440 734I900 9.000 EACH| 3746.89000 33722.01| 4910.00000 44190.00| 9366.84000 84301.56 ITS Cabinet, 303 Pole Mount | | | 0450 734J001 9.000 EACH| 1788.00000 16092.00| 1300.00000 11700.00| 2203.40000 19830.60 Commbox F2 | | | 0460 734N053 9.000 EACH| 1842.59000 16583.31| 3262.00000 29358.00| 2781.44000 25032.96 Ethernet Field Switch, Type C | | | 0470 734U100 7.000 EACH| 1364.90000 9554.30| 1686.00000 11802.00| 3148.94000 22042.58 Power Source | | | 0480 737A100 2.000 EACH| 137687.72000 275375.44| 138500.00000 277000.00| 140522.48000 281044.96 Dynamic Message Sign, Full Matrix, Walk | | | In | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20130125003 COUNTIES : AUTAUGA MONTGOMERY LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ELMORE ==================================================================================================================================== |( 1 ) 03115 |( 2 ) 06028 |( 3 ) 23075 |THE CONTACT NETWORK, INC. |FLORIDA TRAFFIC CONTROL DEV |WORLD FIBER TECHNOLOGIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 737A104 1.000 EACH| 86813.88000 86813.88| 87840.00000 87840.00| 91202.23000 91202.23 Dynamic Message Sign, Front Access | | | (Type A) | | | 0500 737A105 4.000 EACH| 116443.51000 465774.04| 120100.00000 480400.00| 120890.20000 483560.80 Dynamic Message Sign, Front Access | | | (Type B) | | | 0510 737B000 LUMP| 15916.67000 15916.67| 16110.00000 16110.00| 3692.81000 3692.81 Dynamic Message Sign Factory Acceptance | | | Test | | | 0520 737T110 LUMP| 10666.67000 10666.67| 21000.00000 21000.00| 20392.16000 20392.16 Testing, Dynamic Message Sign | | | 0530 737T120 LUMP| 4888.89000 4888.89| 5913.00000 5913.00| 5751.63000 5751.63 Training, Dynamic Message Sign | | | 0540 738A000 2.000 EACH| 5608.64000 11217.28| 5850.00000 11700.00| 10252.94000 20505.88 CCTV Camera, PTZ | | | 0550 738B005 2.000 EACH| 10340.41000 20680.82| 16715.00000 33430.00| 10186.67000 20373.34 Pole, Concrete | | | 0560 738F001 2955.000 LF | 2.17000 6412.35| 1.80000 5319.00| 3.52000 10401.60 Conductor,#6 AWG | | | 0570 738F002 780.000 LF | 2.54000 1981.20| 2.15000 1677.00| 3.93000 3065.40 Conductor,#4 AWG | | | 0580 738F003 1110.000 LF | 3.11000 3452.10| 3.20000 3552.00| 4.55000 5050.50 Conductor,#2 AWG | | | 0590 738T110 LUMP| 1111.11000 1111.11| 1625.00000 1625.00| 1568.63000 1568.63 Testing, CCTV | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20130125003 COUNTIES : AUTAUGA MONTGOMERY LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ELMORE ==================================================================================================================================== |( 1 ) 03115 |( 2 ) 06028 |( 3 ) 23075 |THE CONTACT NETWORK, INC. |FLORIDA TRAFFIC CONTROL DEV |WORLD FIBER TECHNOLOGIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 739B000 2.000 EACH| 10895.02000 21790.04| 12180.00000 24360.00| 6816.34000 13632.68 Vehicle Detection Unit, Radar | | | 0610 739T110 LUMP| 1111.11000 1111.11| 1625.00000 1625.00| 3921.57000 3921.57 Testing, Radar Vehicle Detection | | | 0620 740B000 2560.000 SQFT| 6.67000 17075.20| 6.70000 17152.00| 7.64000 19558.40 Construction Signs | | | 0630 740D000 50.000 EACH| 38.89000 1944.50| 39.00000 1950.00| 52.29000 2614.50 Channelizing Drums | | | 0640 740E000 100.000 EACH| 13.33000 1333.00| 13.50000 1350.00| 17.83000 1783.00 Cones (36 Inches High) | | | 0650 740I002 1.000 EACH| 91.11000 91.11| 92.00000 92.00| 102.20000 102.20 Warning Lights, Type B | | | 0660 740M001 100.000 EACH| 7.78000 778.00| 7.80000 780.00| 10.10000 1010.00 Ballast For Cone | | | 0670 741C010 4.000 EACH| 2222.22000 8888.88| 2235.00000 8940.00| 1307.19000 5228.76 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0680 742A001 4.000 EACH| 3333.33000 13333.32| 3350.00000 13400.00| 1960.78000 7843.12 Portable Changeable Message Sign, Type | | | 0690 745A000 32.000 HOUR| 66.67000 2133.44| 74.00000 2368.00| 53.48000 1711.36 Uniformed Police Officer | | | 0700 756A027 35.000 LF | 38.14000 1334.90| 53.00000 1855.00| 33.87000 1185.45 6" Electrical Conduit, 1 Line, Type 1 | | | Installation | | | 0710 756A028 55.000 LF | 66.85000 3676.75| 63.00000 3465.00| 39.13000 2152.15 6" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 2,088,869.29| $ 2,311,400.00| $ 2,340,503.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,088,869.29| $ 2,311,400.00| $ 2,340,503.89 ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20130125003 COUNTIES : AUTAUGA MONTGOMERY LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ELMORE ==================================================================================================================================== |( 1 ) 03115 |( 2 ) 06028 |( 3 ) 23075 |THE CONTACT NETWORK, INC. |FLORIDA TRAFFIC CONTROL DEV |WORLD FIBER TECHNOLOGIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 CONTRACT TIME : 07/01/14 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I065(405) for constructing the Planing, Resurfacing and Traffic Stripe on I-65 from north of SR-158 (MP 13.648) in Saraland to north of SR-13 (US-43) (MP 19.988). Length 6.340 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 7,031,707.55 100.0000% 2 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 7,628,389.24 108.4856% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 7,805,391.70 111.0028% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206B009 LUMP| 580.00000 580.00| 2196.99000 2196.99| 1725.00000 1725.00 Removal Of Old Box Culvert, Partial, | | | Station MP 16.0 RT | | | 0020 206B010 LUMP| 580.00000 580.00| 2196.99000 2196.99| 1725.00000 1725.00 Removal Of Old Box Culvert, Partial, | | | Station MP 16.0 LT | | | 0030 206C003 1295.000 SQYD| 9.25000 11978.75| 4.71000 6099.45| 4.30000 5568.50 Removing Concrete Flumes | | | 0040 206D000 45.000 LF | 11.60000 522.00| 17.41000 783.45| 5.40000 243.00 Removing Pipe | | | 0050 206D001 4650.000 LF | 0.85000 3952.50| 2.87000 13345.50| 0.80000 3720.00 Removing Guardrail | | | 0060 206E000 6.000 EACH| 230.00000 1380.00| 158.91000 953.46| 135.00000 810.00 Removing Headwalls | | | 0070 206E001 2.000 EACH| 230.00000 460.00| 158.91000 317.82| 160.00000 320.00 Removing Inlets | | | 0080 206E008 38.000 EACH| 55.00000 2090.00| 50.50000 1919.00| 51.25000 1947.50 Removing Guardrail End Anchor (All Type | | | 0090 210A000 2908.000 CUYD| 5.50000 15994.00| 9.28000 26986.24| 16.15000 46964.20 Unclassified Excavation | | | 0100 210D001 4923.000 CUYD| 11.00000 54153.00| 12.33000 60700.59| 15.10000 74337.30 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0110 214A000 245.000 CUYD| 4.65000 1139.25| 2.66000 651.70| 8.65000 2119.25 Structure Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 214B000 125.000 CUYD| 11.60000 1450.00| 10.75000 1343.75| 0.11000 13.75 Foundation Backfill, Local | | | 0130 214B001 139.000 CUYD| 58.00000 8062.00| 55.13000 7663.07| 52.85000 7346.15 Foundation Backfill, Commercial | | | 0140 230A000 15.000 RBST| 250.00000 3750.00| 1.23000 18.45| 194.15000 2912.25 Roadbed Processing | | | 0150 301A012 2678.000 SQYD| 10.95000 29324.10| 16.14000 43222.92| 12.95000 34680.10 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 401A000 2678.000 SQYD| 0.01000 26.78| 0.85000 2276.30| 0.90000 2410.20 Bituminous Treatment A | | | 0170 405A000 25195.000 GAL | 3.70000 93221.50| 5.50000 138572.50| 3.60000 90702.00 Tack Coat | | | 0180 407B000 26.000 MILE| 105.00000 2730.00| 550.00000 14300.00| 200.00000 5200.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0190 408A051 712.000 SQYD| 0.01000 7.12| 2.15000 1530.80| 6.80000 4841.60 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0200 408A052 60219.000 SQYD| 0.01000 602.19| 0.44000 26496.36| 0.48000 28905.12 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0210 408A053 241751.000 SQYD| 0.01000 2417.51| 0.48000 116040.48| 0.01000 2417.51 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 408A054 25891.000 SQYD| 0.01000 258.91| 0.81000 20971.71| 0.01000 258.91 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0230 408A055 5048.000 SQYD| 0.01000 50.48| 1.83000 9237.84| 0.01000 50.48 Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0240 408A058 25361.000 SQYD| 0.01000 253.61| 3.35000 84959.35| 0.60000 15216.60 Planing Existing Pavement | | | (Approximately 7.10" Thru 8.0" Thick) | | | 0250 410C000 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| 0.01000 0.01 Contractor Retained Profilograph | | | 0260 410H000 1.000 EACH| 38000.00000 38000.00| 10000.00000 10000.00| 5000.00000 5000.00 Material Remixing Device | | | 0270 420A015 8929.000 TON | 97.15000 867452.35| 101.87000 909597.23| 103.15000 921026.35 Polymer Modified Open Graded Friction | | | Course | | | 0280 423A003 17723.000 TON | 86.10000 1525950.30| 81.17000 1438575.91| 84.50000 1497593.50 Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0290 423B001 23048.000 TON | 66.80000 1539606.40| 68.11000 1569799.28| 72.35000 1667522.80 Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0300 424A280 1664.000 TON | 85.30000 141939.20| 84.17000 140058.88| 85.45000 142188.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424A360 5700.000 TON | 64.85000 369645.00| 62.99000 359043.00| 68.65000 391305.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0320 424B281 3028.000 TON | 61.20000 185313.60| 63.39000 191944.92| 68.35000 206963.80 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0330 424B581 3045.000 TON | 61.20000 186354.00| 63.39000 193022.55| 68.35000 208125.75 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0340 424B588 1576.000 TON | 58.35000 91959.60| 64.64000 101872.64| 66.85000 105355.60 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL E | | | | | | 0350 424B651 8548.000 TON | 48.90000 417997.20| 49.50000 423126.00| 58.15000 497066.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0360 424B681 342.000 TON | 60.50000 20691.00| 60.28000 20615.76| 61.45000 21015.90 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 428C000 260210.000 LF | 0.06000 15612.60| 0.05000 13010.50| 0.06000 15612.60 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0380 502A000 11364.000 LB | 0.87000 9886.68| 1.54000 17500.56| 1.08000 12273.12 Steel Reinforcement | | | 0390 524B010 82.000 CUYD| 925.00000 75850.00| 1144.54000 93852.28| 1493.70000 122483.40 Culvert Concrete Extension | | | 0400 530A001 96.000 LF | 41.00000 3936.00| 44.54000 4275.84| 40.80000 3916.80 18" Roadway Pipe (Class 3 R.C.) | | | 0410 530A103 12.000 LF | 90.00000 1080.00| 79.69000 956.28| 61.55000 738.60 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0420 530A104 28.000 LF | 105.00000 2940.00| 86.94000 2434.32| 76.85000 2151.80 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0430 530A105 16.000 LF | 115.00000 1840.00| 93.73000 1499.68| 89.90000 1438.40 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0440 530B013 22.000 LF | 80.00000 1760.00| 69.40000 1526.80| 61.80000 1359.60 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0450 530B016 30.000 LF | 165.00000 4950.00| 110.65000 3319.50| 104.25000 3127.50 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 530B017 12.000 LF | 175.00000 2100.00| 160.10000 1921.20| 125.00000 1500.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0470 534E000 165.000 LF | 7.35000 1212.75| 10.63000 1753.95| 10.75000 1773.75 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0480 534E001 2015.000 LF | 7.35000 14810.25| 10.63000 21419.45| 10.75000 21661.25 Cleaning Existing Pipe (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0490 534F000 1949.000 LF | 7.35000 14325.15| 15.95000 31086.55| 16.20000 31573.80 Cleaning Existing Culvert (Greater Than | | | 48" Horizontal Opening) | | | 0500 534F001 345.000 LF | 7.35000 2535.75| 26.58000 9170.10| 27.00000 9315.00 Cleaning Existing Pipe (Greater Than | | | 48" Horizontal Opening) | | | 0510 600A000 LUMP| 159000.00000 159000.00| 130000.00000 130000.00| 387000.00000 387000.00 Mobilization | | | 0520 605A001 1000.000 LF | 9.95000 9950.00| 13.20000 13200.00| 1.00000 1000.00 Pavement Edge Drain | | | 0530 605B000 5.000 EACH| 405.00000 2025.00| 351.41000 1757.05| 375.00000 1875.00 Special Underdrain Outlet, Type A | | | 0540 605B001 5.000 EACH| 405.00000 2025.00| 189.74000 948.70| 375.00000 1875.00 Special Underdrain Outlet, Type B | | | 0550 610D003 1913.000 SQYD| 2.90000 5547.70| 3.03000 5796.39| 2.15000 4112.95 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 614A000 212.000 CUYD| 255.00000 54060.00| 324.07000 68702.84| 264.25000 56021.00 Slope Paving | | | 0570 619A004 1.000 EACH| 925.00000 925.00| 779.65000 779.65| 1350.00000 1350.00 30" Roadway Pipe End Treatment, Class 1 | | | 0580 619A005 2.000 EACH| 985.00000 1970.00| 779.67000 1559.34| 1570.00000 3140.00 36" Roadway Pipe End Treatment, Class 1 | | | 0590 619A006 1.000 EACH| 1045.00000 1045.00| 834.37000 834.37| 1840.00000 1840.00 42" Roadway Pipe End Treatment, Class 1 | | | 0600 619A101 2.000 EACH| 810.00000 1620.00| 524.04000 1048.08| 1215.00000 2430.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0610 619B020 2.000 EACH| 1505.00000 3010.00| 1894.47000 3788.94| 1880.00000 3760.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0620 619B021 1.000 EACH| 2200.00000 2200.00| 3320.43000 3320.43| 2490.00000 2490.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0630 619B267 1.000 EACH| 1505.00000 1505.00| 661.11000 661.11| 1710.00000 1710.00 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 (Double Line) | | | 0640 620A000 3.000 CUYD| 1160.00000 3480.00| 816.16000 2448.48| 970.00000 2910.00 Minor Structure Concrete | | | 0650 621A019 4.000 EACH| 4345.00000 17380.00| 3572.89000 14291.56| 3235.00000 12940.00 Junction Boxes, Type 1 Or 2P | | | 0660 621B014 2.000 EACH| 580.00000 1160.00| 522.60000 1045.20| 810.00000 1620.00 Junction Box Units, Type 1 Or 2P | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 629E013 7290.000 LF | 69.50000 506655.00| 74.95000 546385.50| 76.05000 554404.50 Bridge Rail Retrofit,Type BC(NJ) | | | 0680 630A001 4780.000 LF | 16.00000 76480.00| 16.83000 80447.40| 15.05000 71939.00 Steel Beam Guardrail, Class A, Type 2 | | | 0690 630C000 4.000 EACH| 2730.00000 10920.00| 2524.90000 10099.60| 2560.00000 10240.00 Guardrail End Anchor, Type 10 | | | 0700 630C001 20.000 EACH| 820.00000 16400.00| 757.47000 15149.40| 770.00000 15400.00 Guardrail End Anchor, Type 8 | | | 0710 630C003 7.000 EACH| 2130.00000 14910.00| 1969.42000 13785.94| 2000.00000 14000.00 Guardrail End Anchor, Type 13 | | | 0720 630C050 7.000 EACH| 3275.00000 22925.00| 3029.88000 21209.16| 3075.00000 21525.00 Guardrail End Anchor, Type 20 Series | | | 0730 650A000 5536.000 CUYD| 15.50000 85808.00| 18.39000 101807.04| 14.10000 78057.60 Topsoil | | | 0740 650B000 2359.000 CUYD| 5.00000 11795.00| 6.90000 16277.10| 5.40000 12738.60 Topsoil From Stockpiles | | | 0750 652A100 6.000 ACRE| 855.00000 5130.00| 1400.00000 8400.00| 810.00000 4860.00 Seeding | | | 0760 652C000 12.000 ACRE| 110.00000 1320.00| 106.31000 1275.72| 100.00000 1200.00 Mowing | | | 0770 654A000 377.000 SQYD| 8.55000 3223.35| 8.50000 3204.50| 8.10000 3053.70 Solid Sodding | | | 0780 656A010 6.000 ACRE| 535.00000 3210.00| 700.00000 4200.00| 505.00000 3030.00 Mulching | | | 0790 659C000 14870.000 SQYD| 1.90000 28253.00| 1.86000 27658.20| 1.75000 26022.50 Erosion Control Product, Type S4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 659C001 840.000 SQYD| 1.35000 1134.00| 1.33000 1117.20| 1.25000 1050.00 Erosion Control Product, Type S3 | | | 0810 665A000 12.000 ACRE| 535.00000 6420.00| 531.56000 6378.72| 540.00000 6480.00 Temporary Seeding | | | 0820 665B001 24.000 TON | 320.00000 7680.00| 313.89000 7533.36| 325.00000 7800.00 Temporary Mulching | | | 0830 665E000 25540.000 SQYD| 0.50000 12770.00| 1.00000 25540.00| 1.00000 25540.00 Polyethylene | | | 0840 665G000 500.000 EACH| 5.00000 2500.00| 5.32000 2660.00| 7.50000 3750.00 Sand Bags | | | 0850 665I000 500.000 TON | 50.00000 25000.00| 59.03000 29515.00| 44.25000 22125.00 Temporary Riprap, Class 2 | | | 0860 665J002 10000.000 LF | 3.20000 32000.00| 3.19000 31900.00| 3.00000 30000.00 Silt Fence | | | 0870 665K000 500.000 CUYD| 12.95000 6475.00| 8.99000 4495.00| 1.10000 550.00 Drainage Sump Excavation | | | 0880 665O001 10000.000 LF | 1.00000 10000.00| 1.06000 10600.00| 1.00000 10000.00 Silt Fence Removal | | | 0890 665Q002 500.000 LF | 6.50000 3250.00| 6.38000 3190.00| 6.50000 3250.00 Wattle | | | 0900 666A001 6.000 ACRE| 53.50000 321.00| 53.16000 318.96| 50.00000 300.00 Pest Control Treatment | | | 0910 680A001 LUMP| 7800.00000 7800.00| 15717.35000 15717.35| 47000.00000 47000.00 Geometric Controls | | | 0920 698A000 LUMP| 0.00000 0.00| 98382.00000 98382.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 436,900.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 701C000 17.000 MILE| 450.00000 7650.00| 900.00000 15300.00| 432.00000 7344.00 Broken Temporary Traffic Stripe | | | 0940 701C001 35.000 MILE| 450.00000 15750.00| 1200.00000 42000.00| 432.00000 15120.00 Solid Temporary Traffic Stripe | | | 0950 701F000 4577.000 LF | 0.11000 503.47| 0.11000 503.47| 0.10000 457.70 Dotted Temporary Traffic Stripe | | | 0960 703D001 5480.000 SQFT| 0.35000 1918.00| 0.32000 1753.60| 0.30000 1644.00 Temporary Traffic Control Markings | | | 0970 726A000 100.000 LF | 55.00000 5500.00| 25.18000 2518.00| 59.30000 5930.00 Portable Concrete Safety Barriers,Type | | | 0980 726A001 10.000 LF | 55.00000 550.00| 41.96000 419.60| 59.30000 593.00 Portable Concrete Safety Barriers,Type | | | 6-A | | | 0990 726D025 1.000 EACH| 10725.00000 10725.00| 10235.12000 10235.12| 4855.00000 4855.00 Portable Impact Attenuator Assembly | | | (Unidirectional,TL-3) | | | 1000 730H001 672.000 LF | 3.75000 2520.00| 3.56000 2392.32| 2.45000 1646.40 Loop Wire | | | 1010 731A000 4.000 EACH| 1575.00000 6300.00| 1488.36000 5953.44| 2585.00000 10340.00 Traffic Counting Units, Type A | | | 1020 740B000 1923.000 SQFT| 6.75000 12980.25| 6.38000 12268.74| 6.50000 12499.50 Construction Signs | | | 1030 740C000 110.000 SQFT| 6.75000 742.50| 6.38000 701.80| 6.50000 715.00 Special Construction Signs | | | 1040 740C002 25.000 SQFT| 6.75000 168.75| 6.38000 159.50| 6.50000 162.50 Special Construction Signs(Motorcycle | | | Plaque) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20130125004 COUNTIES : MOBILE LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1050 740D000 1000.000 EACH| 0.01000 10.00| 0.01000 10.00| 40.00000 40000.00 Channelizing Drums | | | 1060 740F002 6.000 EACH| 210.00000 1260.00| 37.93000 227.58| 200.00000 1200.00 Barricades, Type III | | | 1070 740I002 3.000 EACH| 200.00000 600.00| 227.94000 683.82| 185.00000 555.00 Warning Lights, Type B | | | 1080 741C010 2.000 EACH| 2500.00000 5000.00| 1605.73000 3211.46| 500.00000 1000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1090 742A003 2.000 EACH| 7300.00000 14600.00| 21518.80000 43037.60| 7000.00000 14000.00 Portable Changeable Message Sign, Type | | | 1100 999 000 520.000 HOUR| 0.80000 416.00| 0.80000 416.00| 0.80000 416.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,031,707.55| $ 7,628,389.24| $ 7,805,391.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,031,707.55| $ 7,628,389.24| $ 7,805,391.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 CONTRACT TIME : 220 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRF-0008(557) For constructing the Bridge and Culvert Replacement and BRF-0008(564) Approaches on SR 8 (US 80) (WBR) at Mud Creek Relief west of Browns and Kendricks Branch Near Massillion. Length 1.256 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 03104 CARCEL & G. CONSTRUCTION, LLC $ 2,771,984.86 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,798,397.38 100.9528% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 3,099,218.17 111.8050% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A002 LUMP| 36000.00000 36000.00| 36000.00000 36000.00| 27525.33000 27525.33 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approximately 9 Acres) | | | | | | 0020 206A000 LUMP| 45000.00000 45000.00| 24000.00000 24000.00| 16393.61000 16393.61 Removal Of Old Bridge, Station 557+75.8 | | | 0030 206A001 LUMP| 30000.00000 30000.00| 28451.36000 28451.36| 16393.61000 16393.61 Removal Of Old Bridge, Station 426+21.2 | | | 0040 206C001 148.000 SQYD| 13.50000 1998.00| 9.19000 1360.12| 22.02000 3258.96 Removing Concrete Pavement | | | 0050 206C002 142.000 SQYD| 13.50000 1917.00| 9.19000 1304.98| 5.51000 782.42 Removing Concrete Slope Paving | | | 0060 206D000 45.000 LF | 15.50000 697.50| 20.43000 919.35| 11.01000 495.45 Removing Pipe | | | 0070 206D001 1253.000 LF | 2.75000 3445.75| 3.06000 3834.18| 1.11000 1390.83 Removing Guardrail | | | 0080 206D011 187.000 LF | 5.70000 1065.90| 5.11000 955.57| 5.51000 1030.37 Removing Fence | | | 0090 206E000 3.000 EACH| 240.00000 720.00| 612.74000 1838.22| 220.20000 660.60 Removing Headwalls | | | 0100 206E001 2.000 EACH| 240.00000 480.00| 612.74000 1225.48| 550.51000 1101.02 Removing Inlets | | | 0110 206E008 16.000 EACH| 450.00000 7200.00| 204.25000 3268.00| 55.05000 880.80 Removing Guardrail End Anchor (All Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 210A000 5181.000 CUYD| 12.60000 65280.60| 9.19000 47613.39| 8.25000 42743.25 Unclassified Excavation | | | 0130 210D021 1798.000 CUYD| 16.50000 29667.00| 12.26000 22043.48| 11.01000 19795.98 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0140 214A000 495.000 CUYD| 9.50000 4702.50| 15.32000 7583.40| 8.25000 4083.75 Structure Excavation | | | 0150 214B001 257.000 CUYD| 32.00000 8224.00| 40.85000 10498.45| 82.58000 21223.06 Foundation Backfill, Commercial | | | 0160 230A000 42.000 RBST| 420.00000 17640.00| 59.28000 2489.76| 440.41000 18497.22 Roadbed Processing | | | 0170 301A029 5456.000 SQYD| 11.16000 60888.96| 10.67000 58215.52| 11.08000 60452.48 Crushed Aggregate Base Course, Type B, | | | Yard Mixed, 6" Thick Compacted Thickness | | | 0180 305B077 1908.000 TON | 32.00000 61056.00| 35.57000 67867.56| 33.61000 64127.88 Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0190 401A000 7953.000 SQYD| 1.25000 9941.25| 1.17000 9305.01| 1.26000 10020.78 Bituminous Treatment A | | | 0200 405A000 1991.000 GAL | 3.30000 6570.30| 3.32000 6610.12| 3.58000 7127.78 Tack Coat | | | 0210 407B000 3.000 MILE| 12000.00000 36000.00| 1199.96000 3599.88| 1293.80000 3881.40 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0220 408A052 160.000 SQYD| 21.50000 3440.00| 21.45000 3432.00| 23.13000 3700.80 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 410H000 1.000 EACH| 7550.00000 7550.00| 7608.19000 7608.19| 8203.26000 8203.26 Material Remixing Device | | | 0240 424A281 3475.000 TON | 82.00000 284950.00| 82.98000 288355.50| 89.46000 310873.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0250 424A361 917.000 TON | 75.50000 69233.50| 76.09000 69774.53| 82.03000 75221.51 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0260 424A367 687.000 TON | 77.00000 52899.00| 78.13000 53675.31| 84.24000 57872.88 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0270 424B281 217.000 TON | 75.00000 16275.00| 76.34000 16565.78| 82.30000 17859.10 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0280 424B285 100.000 TON | 126.00000 12600.00| 127.65000 12765.00| 137.64000 13764.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0290 424B288 646.000 TON | 77.00000 49742.00| 78.13000 50471.98| 84.24000 54419.04 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 424B581 204.000 TON | 71.00000 14484.00| 71.49000 14583.96| 77.08000 15724.32 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0310 424B651 676.000 TON | 68.00000 45968.00| 68.17000 46082.92| 73.50000 49686.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0320 424B658 376.000 TON | 69.50000 26132.00| 70.72000 26590.72| 76.25000 28670.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0330 424B681 697.000 TON | 66.00000 46002.00| 66.38000 46266.86| 71.58000 49891.26 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0340 424C280 288.000 TON | 71.00000 20448.00| 72.00000 20736.00| 77.63000 22357.44 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0350 424C360 29.000 TON | 86.00000 2494.00| 85.78000 2487.62| 92.49000 2682.21 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 428C000 26138.000 LF | 0.20000 5227.60| 0.33000 8625.54| 0.16000 4182.08 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0370 430B000 180.000 TON | 34.00000 6120.00| 61.28000 11030.40| 34.60000 6228.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0380 450B000 107.000 SQYD| 99.00000 10593.00| 100.00000 10700.00| 119.23000 12757.61 Reinforced Cement Concrete Bridge End | | | Slab | | | 0390 502A000 60351.000 LB | 1.00000 60351.00| 1.00000 60351.00| 1.00000 60351.00 Steel Reinforcement | | | 0400 502B000 LUMP| 38280.00000 38280.00| 40000.00000 40000.00| 40924.68000 40924.68 Steel Reinforcement For Bridge | | | Superstructure, Sta. 557+67.00, Approximately 39200 Lbs | | | | | | 0410 505A002 1.000 EACH| 4400.00000 4400.00| 2000.00000 2000.00| 2548.44000 2548.44 Steel Test Piles (HP 12x53) | | | 0420 505A004 1.000 EACH| 4650.00000 4650.00| 2500.00000 2500.00| 3933.25000 3933.25 Steel Test Piles (HP 14x73) | | | 0430 505B057 1.000 EACH| 1100.00000 1100.00| 3500.00000 3500.00| 5908.85000 5908.85 Static Loading Tests (HP 12x53) | | | 0440 505B059 1.000 EACH| 1100.00000 1100.00| 3500.00000 3500.00| 5908.85000 5908.85 Static Loading Tests (HP 14x73) | | | 0450 505B087 1.000 EACH| 3900.00000 3900.00| 500.00000 500.00| 2448.77000 2448.77 Dynamic Loading Tests (HP 12x53) | | | 0460 505B089 1.000 EACH| 3900.00000 3900.00| 500.00000 500.00| 2448.77000 2448.77 Dynamic Loading Tests (HP 14x73) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 505M002 740.000 LF | 46.50000 34410.00| 40.00000 29600.00| 52.89000 39138.60 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0480 505M004 580.000 LF | 59.00000 34220.00| 50.00000 29000.00| 64.84000 37607.20 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0490 508A000 7220.000 LB | 4.40000 31768.00| 5.00000 36100.00| 3.57000 25775.40 Structural Steel | | | 0500 510A000 121.000 CUYD| 280.00000 33880.00| 500.00000 60500.00| 1073.15000 129851.15 Bridge Substructure Concrete, Class A | | | 0510 510C052 LUMP| 75550.00000 75550.00| 145000.00000 145000.00| 172067.33000 172067.33 Bridge Concrete Superstructure, Sta. | | | 557+67.00 Approximately 145 Cu Yds | | | 0520 510E000 480.000 SQYD| 8.80000 4224.00| 8.00000 3840.00| 7.02000 3369.60 Grooving Concrete Bridge Decks | | | 0530 511A050 36.000 EACH| 210.00000 7560.00| 200.00000 7200.00| 206.16000 7421.76 Elastomeric Bearing Type 2 (Mark B1) | | | 0540 513B003 706.000 LF | 120.00000 84720.00| 100.00000 70600.00| 83.96000 59275.76 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0550 524B010 379.000 CUYD| 435.00000 164865.00| 569.03000 215662.37| 825.56000 312887.24 Culvert Concrete Extension | | | 0560 530A924 16.000 LF | 65.00000 1040.00| 20.43000 326.88| 55.05000 880.80 12" Roadway Pipe (14 Gauge C.C.M.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 530B011 5.000 LF | 150.00000 750.00| 25.53000 127.65| 220.20000 1101.00 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0580 534F000 84.000 LF | 45.50000 3822.00| 102.12000 8578.08| 27.53000 2312.52 Cleaning Existing Culvert (Greater Than | | | 48" Horizontal Opening) | | | 0590 535A004 34.000 LF | 75.00000 2550.00| 35.75000 1215.50| 110.10000 3743.40 36" Side Drain Pipe | | | 0600 600A000 LUMP| 242000.00000 242000.00| 230676.56000 230676.56| 360783.36000 360783.36 Mobilization | | | 0610 602A000 6.000 EACH| 235.00000 1410.00| 153.18000 919.08| 550.51000 3303.06 Right Of Way Markers | | | 0620 610C001 6833.000 TON | 36.50000 249404.50| 41.87000 286097.71| 35.98000 245851.34 Loose Riprap, Class 2 | | | 0630 610D003 5208.000 SQYD| 2.65000 13801.20| 2.91000 15155.28| 2.75000 14322.00 Filter Blanket, Geotextile | | | 0640 614A000 124.000 CUYD| 410.00000 50840.00| 414.92000 51450.08| 275.19000 34123.56 Slope Paving | | | 0650 619A104 2.000 EACH| 2300.00000 4600.00| 1778.20000 3556.40| 1155.79000 2311.58 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0660 620A000 1.000 CUYD| 850.00000 850.00| 889.11000 889.11| 1100.75000 1100.75 Minor Structure Concrete | | | 0670 621C020 3.000 EACH| 2450.00000 7350.00| 3260.05000 9780.15| 3192.18000 9576.54 Inlets, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 621D019 3.000 EACH| 400.00000 1200.00| 829.83000 2489.49| 660.45000 1981.35 Inlet Units, Type Y | | | 0690 630A001 563.000 LF | 22.00000 12386.00| 22.47000 12650.61| 24.22000 13635.86 Steel Beam Guardrail, Class A, Type 2 | | | 0700 630C003 2.000 EACH| 2050.00000 4100.00| 1710.57000 3421.14| 1843.76000 3687.52 Guardrail End Anchor, Type 13 | | | 0710 630C070 4.000 EACH| 2000.00000 8000.00| 1940.34000 7761.36| 2091.42000 8365.68 Guardrail End Anchor, Type 10 Series | | | 0720 650A000 2691.000 CUYD| 13.60000 36597.60| 10.21000 27475.11| 16.52000 44455.32 Topsoil | | | 0730 652A100 9.000 ACRE| 1000.00000 9000.00| 868.05000 7812.45| 702.61000 6323.49 Seeding | | | 0740 654A000 212.000 SQYD| 5.25000 1113.00| 8.17000 1732.04| 4.68000 992.16 Solid Sodding | | | 0750 656A010 9.000 ACRE| 950.00000 8550.00| 868.05000 7812.45| 673.33000 6059.97 Mulching | | | 0760 665A000 9.000 ACRE| 850.00000 7650.00| 408.50000 3676.50| 234.20000 2107.80 Temporary Seeding | | | 0770 665B001 27.000 TON | 325.00000 8775.00| 331.90000 8961.30| 404.00000 10908.00 Temporary Mulching | | | 0780 665C010 134.000 LF | 32.00000 4288.00| 25.53000 3421.02| 27.53000 3689.02 Temporary Pipe | | | 0790 665E000 1000.000 SQYD| 2.35000 2350.00| 2.04000 2040.00| 3.12000 3120.00 Polyethylene | | | 0800 665G000 180.000 EACH| 8.80000 1584.00| 8.17000 1470.60| 5.85000 1053.00 Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 665I000 392.000 TON | 36.50000 14308.00| 43.92000 17216.64| 38.54000 15107.68 Temporary Riprap, Class 2 | | | 0820 665J002 3610.000 LF | 3.95000 14259.50| 4.09000 14764.90| 3.52000 12707.20 Silt Fence | | | 0830 665N000 100.000 TON | 31.00000 3100.00| 66.38000 6638.00| 30.69000 3069.00 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0840 665O001 3610.000 LF | 0.85000 3068.50| 1.28000 4620.80| 0.94000 3393.40 Silt Fence Removal | | | 0850 665P005 10.000 EACH| 445.00000 4450.00| 459.55000 4595.50| 556.23000 5562.30 Inlet Protection, Stage 3 Or 4 | | | 0860 665Q002 1502.000 LF | 7.25000 10889.50| 8.17000 12271.34| 5.85000 8786.70 Wattle | | | 0870 666A001 9.000 ACRE| 35.00000 315.00| 25.53000 229.77| 40.99000 368.91 Pest Control Treatment | | | 0880 680A001 LUMP| 60000.00000 60000.00| 40849.46000 40849.46| 27097.16000 27097.16 Geometric Controls | | | 0890 698A000 LUMP| 200.00000 200.00| 35743.19000 35743.19| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 119,550.00) | | | 0900 701A227 3.000 MILE| 2850.00000 8550.00| 2116.59000 6349.77| 2868.98000 8606.94 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0910 701A230 3.000 MILE| 2750.00000 8250.00| 2116.59000 6349.77| 2868.98000 8606.94 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -11 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 701A239 3.000 MILE| 1600.00000 4800.00| 1481.62000 4444.86| 1639.41000 4918.23 Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0930 701B207 1321.000 LF | 1.00000 1321.00| 0.28000 369.88| 0.59000 779.39 Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0940 701C000 3.000 MILE| 1000.00000 3000.00| 515.58000 1546.74| 644.05000 1932.15 Broken Temporary Traffic Stripe | | | 0950 701C001 10.000 MILE| 850.00000 8500.00| 515.58000 5155.80| 468.41000 4684.10 Solid Temporary Traffic Stripe | | | 0960 701D005 2.000 MILE| 1100.00000 2200.00| 1356.80000 2713.60| 1405.21000 2810.42 Solid Traffic Stripe Removed | | | 0970 701E003 243.000 LF | 6.00000 1458.00| 2.71000 658.53| 2.34000 568.62 Solid Temporary Traffic Stripe (Tape) | | | 0980 701G142 242.000 LF | 6.00000 1452.00| 3.80000 919.60| 2.34000 566.28 Broken White, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0990 701G146 242.000 LF | 6.00000 1452.00| 5.43000 1314.06| 4.68000 1132.56 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1000 701G154 242.000 LF | 6.00000 1452.00| 5.43000 1314.06| 4.68000 1132.56 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1010 701H002 243.000 LF | 5.00000 1215.00| 0.81000 196.83| 2.34000 568.62 Solid Traffic Stripe Removed (Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -12 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1020 703A002 83.000 SQFT| 7.50000 622.50| 3.80000 315.40| 5.85000 485.55 Traffic Control Markings, Class 2, Type | | | A | | | 1030 703B002 113.000 SQFT| 4.00000 452.00| 11.40000 1288.20| 5.85000 661.05 Traffic Control Legends, Class 2, Type | | | 1040 703D001 83.000 SQFT| 3.00000 249.00| 6.51000 540.33| 2.34000 194.22 Temporary Traffic Control Markings | | | 1050 705A011 1322.000 EACH| 4.50000 5949.00| 2.44000 3225.68| 2.93000 3873.46 Pavement Markers, Class C, Type 1-A | | | 1060 705A012 1252.000 EACH| 4.50000 5634.00| 2.44000 3054.88| 2.93000 3668.36 Pavement Markers, Class C, Type 1-B | | | 1070 705A030 39.000 EACH| 5.00000 195.00| 2.44000 95.16| 4.68000 182.52 Pavement Markers, Class A-H, Type 2-C | | | 1080 705A031 170.000 EACH| 6.50000 1105.00| 2.44000 414.80| 4.68000 795.60 Pavement Markers, Class A-H, Type 1-A | | | 1090 726A000 3730.000 LF | 38.00000 141740.00| 25.53000 95226.90| 38.53000 143716.90 Portable Concrete Safety Barriers,Type | | | 1100 731A010 2.000 EACH| 5400.00000 10800.00| 4775.89000 9551.78| 5855.06000 11710.12 Traffic Counting Units, Type K | | | 1110 740B000 2080.000 SQFT| 6.90000 14352.00| 7.42000 15433.60| 7.02000 14601.60 Construction Signs | | | 1120 740C000 128.000 SQFT| 6.90000 883.20| 7.42000 949.76| 7.02000 898.56 Special Construction Signs | | | 1130 740C002 40.000 SQFT| 6.90000 276.00| 7.42000 296.80| 7.02000 280.80 Special Construction Signs(Motorcycle | | | Plaque) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 005 -13 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130125005 COUNTIES : DALLAS LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 01007 |( 3 ) 19007 |CARCEL & G. CONSTRUCTION, L |ALABAMA BRIDGE BUILDERS, IN |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1140 740D000 335.000 EACH| 41.60000 13936.00| 49.48000 16575.80| 40.99000 13731.65 Channelizing Drums | | | 1150 740F002 14.000 EACH| 212.75000 2978.50| 204.08000 2857.12| 216.64000 3032.96 Barricades, Type III | | | 1160 740I002 7.000 EACH| 330.00000 2310.00| 542.97000 3800.79| 216.64000 1516.48 Warning Lights, Type B | | | 1170 740L004 14.000 EACH| 80.00000 1120.00| 66.79000 935.06| 76.11000 1065.54 Vertical Panel, Type II (Single-Sided) | | | 1180 741C010 4.000 EACH| 2500.00000 10000.00| 3804.49000 15217.96| 2342.02000 9368.08 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1190 742A001 4.000 EACH| 7400.00000 29600.00| 5442.05000 21768.20| 5855.06000 23420.24 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 2,771,984.86| $ 2,798,397.38| $ 3,099,218.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,771,984.86| $ 2,798,397.38| $ 3,099,218.17 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20130125012 COUNTIES : CALHOUN LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACBRZ58388-ATRP(001) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Possum Trot Road at an unknown branch in Asberry. Length 0.065 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 03104 CARCEL & G. CONSTRUCTION, LLC $ 258,939.05 100.0000% 2 23070 WINSTON CONTRACTING, LLC $ 259,975.53 100.4003% 3 20011 TRI-COUNTY CONSTRUCTION, INC. $ 282,949.00 109.2724% 4 01001 ABRAMSON, LLC $ 309,044.40 119.3502% 5 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 318,501.75 123.0026% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130125012 COUNTIES : CALHOUN LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 23070 |( 3 ) 20011 |CARCEL & G. CONSTRUCTION, L |WINSTON CONTRACTING, LLC |TRI-COUNTY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 5000.00000 5000.00| 8000.00000 8000.00| 8000.00000 8000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approximately 2 Acres) | | | | | | 0020 206A000 LUMP| 7000.00000 7000.00| 6300.00000 6300.00| 19000.00000 19000.00 Removal Of Old Bridge, Station 8+00 | | | 0030 210A000 54.000 CUYD| 25.00000 1350.00| 7.77000 419.58| 15.00000 810.00 Unclassified Excavation | | | 0040 210D001 406.000 CUYD| 25.00000 10150.00| 31.00000 12586.00| 15.00000 6090.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 218.000 CUYD| 25.00000 5450.00| 11.00000 2398.00| 12.00000 2616.00 Structure Excavation | | | 0060 214B001 164.000 CUYD| 24.00000 3936.00| 39.00000 6396.00| 31.00000 5084.00 Foundation Backfill, Commercial | | | 0070 230A000 3.000 RBST| 450.00000 1350.00| 500.00000 1500.00| 500.00000 1500.00 Roadbed Processing | | | 0080 301A012 585.000 SQYD| 8.00000 4680.00| 9.05000 5294.25| 10.00000 5850.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 585.000 SQYD| 5.00000 2925.00| 5.35000 3129.75| 5.00000 2925.00 Bituminous Treatment A | | | 0100 405A000 50.000 GAL | 10.00000 500.00| 10.65000 532.50| 10.00000 500.00 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130125012 COUNTIES : CALHOUN LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 23070 |( 3 ) 20011 |CARCEL & G. CONSTRUCTION, L |WINSTON CONTRACTING, LLC |TRI-COUNTY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 424A340 53.000 TON | 195.00000 10335.00| 207.75000 11010.75| 195.00000 10335.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0120 424B636 99.000 TON | 158.00000 15642.00| 168.50000 16681.50| 158.00000 15642.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0130 430B043 25.000 TON | 45.00000 1125.00| 48.00000 1200.00| 45.00000 1125.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 37165.000 LB | 0.75000 27873.75| 0.60000 22299.00| 0.80000 29732.00 Steel Reinforcement | | | 0150 524A011 212.000 CUYD| 430.00000 91160.00| 500.00000 106000.00| 600.00000 127200.00 Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 36000.00000 36000.00| 16000.00000 16000.00| 10900.00000 10900.00 Mobilization | | | 0170 602A000 8.000 EACH| 270.00000 2160.00| 200.00000 1600.00| 350.00000 2800.00 Right Of Way Markers | | | 0180 610C001 150.000 TON | 35.00000 5250.00| 30.00000 4500.00| 36.00000 5400.00 Loose Riprap, Class 2 | | | 0190 610D003 1110.000 SQYD| 3.00000 3330.00| 2.50000 2775.00| 2.50000 2775.00 Filter Blanket, Geotextile | | | 0200 650A000 350.000 CUYD| 9.00000 3150.00| 10.00000 3500.00| 15.00000 5250.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130125012 COUNTIES : CALHOUN LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 23070 |( 3 ) 20011 |CARCEL & G. CONSTRUCTION, L |WINSTON CONTRACTING, LLC |TRI-COUNTY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 652A100 1.000 ACRE| 1500.00000 1500.00| 1060.00000 1060.00| 1200.00000 1200.00 Seeding | | | 0220 656A010 1.000 ACRE| 500.00000 500.00| 1060.00000 1060.00| 1200.00000 1200.00 Mulching | | | 0230 665F000 50.000 EACH| 10.00000 500.00| 6.65000 332.50| 6.00000 300.00 Hay Bales | | | 0240 665J002 700.000 LF | 5.00000 3500.00| 4.00000 2800.00| 3.00000 2100.00 Silt Fence | | | 0250 665O001 700.000 LF | 0.50000 350.00| 1.30000 910.00| 1.00000 700.00 Silt Fence Removal | | | 0260 665Q002 160.000 LF | 7.00000 1120.00| 11.00000 1760.00| 7.25000 1160.00 Wattle | | | 0270 666A001 1.000 ACRE| 100.00000 100.00| 1060.00000 1060.00| 75.00000 75.00 Pest Control Treatment | | | 0280 680A001 LUMP| 4500.00000 4500.00| 10000.00000 10000.00| 3800.00000 3800.00 Geometric Controls | | | 0290 698A000 LUMP| 100.00000 100.00| 0.00000 0.00| 2500.00000 2500.00 Construction Fuel (Maximum Bid Limited | | | to $ 2500.00) | | | 0300 701A231 1.000 MILE| 1850.00000 1850.00| 1750.00000 1750.00| 1300.00000 1300.00 Solid White, Class 2, Type A Traffic | | | Stripe | | | 0310 701A235 1.000 MILE| 1850.00000 1850.00| 1750.00000 1750.00| 1300.00000 1300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130125012 COUNTIES : CALHOUN LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 23070 |( 3 ) 20011 |CARCEL & G. CONSTRUCTION, L |WINSTON CONTRACTING, LLC |TRI-COUNTY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701C001 1.000 MILE| 480.00000 480.00| 425.00000 425.00| 550.00000 550.00 Solid Temporary Traffic Stripe | | | 0330 705A037 9.000 EACH| 5.50000 49.50| 5.30000 47.70| 14.00000 126.00 Pavement Markers, Class A-H, Type 2-D | | | 0340 740B000 201.000 SQFT| 6.80000 1366.80| 13.00000 2613.00| 7.00000 1407.00 Construction Signs | | | 0350 740C000 20.000 SQFT| 6.80000 136.00| 13.00000 260.00| 7.60000 152.00 Special Construction Signs | | | 0360 740F002 6.000 EACH| 225.00000 1350.00| 225.00000 1350.00| 190.00000 1140.00 Barricades, Type III | | | 0370 740I002 3.000 EACH| 440.00000 1320.00| 225.00000 675.00| 135.00000 405.00 Warning Lights, Type B | | | SECTION TOTALS | $ 258,939.05| $ 259,975.53| $ 282,949.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 258,939.05| $ 259,975.53| $ 282,949.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130125012 COUNTIES : CALHOUN LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01001 |( 5 ) 13022 |( ) |ABRAMSON, LLC |MCCARTNEY 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| 7900.00000 7900.00| 8000.00000 8000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approximately 2 Acres) | | | | | | 0020 206A000 LUMP| 12000.00000 12000.00| 5000.00000 5000.00| Removal Of Old Bridge, Station 8+00 | | | 0030 210A000 54.000 CUYD| 15.75000 850.50| 20.00000 1080.00| Unclassified Excavation | | | 0040 210D001 406.000 CUYD| 19.00000 7714.00| 29.00000 11774.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 218.000 CUYD| 9.50000 2071.00| 21.00000 4578.00| Structure Excavation | | | 0060 214B001 164.000 CUYD| 35.00000 5740.00| 56.00000 9184.00| Foundation Backfill, Commercial | | | 0070 230A000 3.000 RBST| 525.00000 1575.00| 500.00000 1500.00| Roadbed Processing | | | 0080 301A012 585.000 SQYD| 10.25000 5996.25| 10.00000 5850.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 585.000 SQYD| 5.50000 3217.50| 5.00000 2925.00| Bituminous Treatment A | | | 0100 405A000 50.000 GAL | 10.35000 517.50| 10.00000 500.00| Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130125012 COUNTIES : CALHOUN LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01001 |( 5 ) 13022 |( ) |ABRAMSON, LLC |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 424A340 53.000 TON | 205.00000 10865.00| 195.00000 10335.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0120 424B636 99.000 TON | 165.00000 16335.00| 158.00000 15642.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0130 430B043 25.000 TON | 25.00000 625.00| 45.00000 1125.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 37165.000 LB | 1.00000 37165.00| 1.25000 46456.25| Steel Reinforcement | | | 0150 524A011 212.000 CUYD| 595.00000 126140.00| 605.00000 128260.00| Culvert Concrete (Cast In Place) | | | 0160 600A000 LUMP| 29150.00000 29150.00| 21711.00000 21711.00| Mobilization | | | 0170 602A000 8.000 EACH| 400.00000 3200.00| 338.00000 2704.00| Right Of Way Markers | | | 0180 610C001 150.000 TON | 34.00000 5100.00| 45.00000 6750.00| Loose Riprap, Class 2 | | | 0190 610D003 1110.000 SQYD| 4.75000 5272.50| 7.00000 7770.00| Filter Blanket, Geotextile | | | 0200 650A000 350.000 CUYD| 18.00000 6300.00| 21.00000 7350.00| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130125012 COUNTIES : CALHOUN LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01001 |( 5 ) 13022 |( ) |ABRAMSON, LLC |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 652A100 1.000 ACRE| 1100.00000 1100.00| 900.00000 900.00| Seeding | | | 0220 656A010 1.000 ACRE| 1100.00000 1100.00| 900.00000 900.00| Mulching | | | 0230 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| Hay Bales | | | 0240 665J002 700.000 LF | 4.25000 2975.00| 3.50000 2450.00| Silt Fence | | | 0250 665O001 700.000 LF | 1.50000 1050.00| 1.25000 875.00| Silt Fence Removal | | | 0260 665Q002 160.000 LF | 12.00000 1920.00| 11.50000 1840.00| Wattle | | | 0270 666A001 1.000 ACRE| 1000.00000 1000.00| 25.00000 25.00| Pest Control Treatment | | | 0280 680A001 LUMP| 5500.00000 5500.00| 5640.00000 5640.00| Geometric Controls | | | 0290 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 2500.00) | | | 0300 701A231 1.000 MILE| 1350.00000 1350.00| 1650.00000 1650.00| Solid White, Class 2, Type A Traffic | | | Stripe | | | 0310 701A235 1.000 MILE| 1350.00000 1350.00| 1650.00000 1650.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 012 -9 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130125012 COUNTIES : CALHOUN LETTING DATE : 01/25/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01001 |( 5 ) 13022 |( ) |ABRAMSON, LLC |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701C001 1.000 MILE| 575.00000 575.00| 400.00000 400.00| Solid Temporary Traffic Stripe | | | 0330 705A037 9.000 EACH| 20.00000 180.00| 5.00000 45.00| Pavement Markers, Class A-H, Type 2-D | | | 0340 740B000 201.000 SQFT| 7.15000 1437.15| 7.50000 1507.50| Construction Signs | | | 0350 740C000 20.000 SQFT| 7.15000 143.00| 7.50000 150.00| Special Construction Signs | | | 0360 740F002 6.000 EACH| 180.00000 1080.00| 200.00000 1200.00| Barricades, Type III | | | 0370 740I002 3.000 EACH| 100.00000 300.00| 175.00000 525.00| Warning Lights, Type B | | | SECTION TOTALS | $ 309,044.40| $ 318,501.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 309,044.40| $ 318,501.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20130125015 COUNTIES : BUTLER LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACBRZ58339-ATRP(001) for constructing the Bridge Replacement (Precast) and Approaches on CR-53 over Tributary of Patsaliga Creek South of Industry. Length 0.174 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 414,431.47 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 420,975.77 101.5791% 3 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 424,000.00 102.3088% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130125015 COUNTIES : BUTLER LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 14005 |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING COMPA 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 $ 4,000.00 Per Acre)(Approximately 1 Acre) | | | | | | 0020 206A050 LUMP| 41000.00000 41000.00| 35000.00000 35000.00| 40000.00000 40000.00 Removal Of Old Bridge, Partial, Station | | | 112+72 | | | 0030 210A000 790.000 CUYD| 5.00000 3950.00| 5.00000 3950.00| 5.00000 3950.00 Unclassified Excavation | | | 0040 210D001 2405.000 CUYD| 6.00000 14430.00| 6.00000 14430.00| 6.00000 14430.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 230A000 9.000 RBST| 350.00000 3150.00| 350.00000 3150.00| 350.00000 3150.00 Roadbed Processing | | | 0060 301A012 2089.000 SQYD| 13.13000 27428.57| 13.13000 27428.57| 14.00000 29246.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 1928.000 SQYD| 0.95000 1831.60| 0.95000 1831.60| 1.00000 1928.00 Bituminous Treatment A | | | 0080 405A000 183.000 GAL | 5.10000 933.30| 5.10000 933.30| 5.50000 1006.50 Tack Coat | | | 0090 424A340 137.000 TON | 95.00000 13015.00| 95.00000 13015.00| 95.00000 13015.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130125015 COUNTIES : BUTLER LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 14005 |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 424B636 201.000 TON | 88.00000 17688.00| 88.00000 17688.00| 88.00000 17688.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0110 502A000 93.000 LB | 3.00000 279.00| 2.00000 186.00| 1.00000 93.00 Steel Reinforcement | | | 0120 505A002 1.000 EACH| 3500.00000 3500.00| 2000.00000 2000.00| 100.00000 100.00 Steel Test Piles (HP 12x53) | | | 0130 505B057 1.000 EACH| 1000.00000 1000.00| 2000.00000 2000.00| 100.00000 100.00 Static Loading Tests (HP 12x53) | | | 0140 505M002 880.000 LF | 29.00000 25520.00| 26.00000 22880.00| 39.00000 34320.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0150 507A000 1.000 EACH| 2500.00000 2500.00| 2400.00000 2400.00| 2500.00000 2500.00 Wire Rope Abutment Anchor Assembly | | | 0160 508A000 1047.000 LB | 3.00000 3141.00| 0.50000 523.50| 4.50000 4711.50 Structural Steel | | | 0170 510A000 20.000 CUYD| 350.00000 7000.00| 250.00000 5000.00| 690.00000 13800.00 Bridge Substructure Concrete, Class A | | | 0180 511A000 44.000 EACH| 100.00000 4400.00| 100.00000 4400.00| 120.00000 5280.00 Elastomeric Bearing Type 1 | | | 0190 512A014 2.000 EACH| 3000.00000 6000.00| 3540.00000 7080.00| 3400.00000 6800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0200 512B004 2.000 EACH| 3200.00000 6400.00| 4080.00000 8160.00| 3800.00000 7600.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130125015 COUNTIES : BUTLER LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 14005 |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 512C004 18.000 EACH| 3800.00000 68400.00| 3645.00000 65610.00| 4200.00000 75600.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0220 512C007 6.000 EACH| 3800.00000 22800.00| 3780.00000 22680.00| 4500.00000 27000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long | | | 0230 512D002 4.000 EACH| 3800.00000 15200.00| 4010.00000 16040.00| 3900.00000 15600.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0240 512D005 2.000 EACH| 3800.00000 7600.00| 4045.00000 8090.00| 3400.00000 6800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0250 512E002 4.000 EACH| 600.00000 2400.00| 415.00000 1660.00| 450.00000 1800.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0260 512E021 4.000 EACH| 800.00000 3200.00| 805.00000 3220.00| 800.00000 3200.00 Precast Concrete Abutment Panels, Type | | | A6 | | | 0270 512F002 2.000 EACH| 800.00000 1600.00| 725.00000 1450.00| 650.00000 1300.00 Precast Concrete Wing Panels, Type W3 | | | 0280 512F008 2.000 EACH| 1000.00000 2000.00| 1390.00000 2780.00| 1200.00000 2400.00 Precast Concrete Wing Panels, Type W6 | | | 0290 512G000 2.000 EACH| 500.00000 1000.00| 455.00000 910.00| 500.00000 1000.00 Precast Concrete Abutment Wing Cap | | | Panels | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130125015 COUNTIES : BUTLER LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 14005 |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 600A000 LUMP| 40000.00000 40000.00| 42322.70000 42322.70| 14002.00000 14002.00 Mobilization | | | 0310 610C001 745.000 TON | 33.00000 24585.00| 41.08000 30604.60| 41.00000 30545.00 Loose Riprap, Class 2 | | | 0320 610D003 745.000 SQYD| 2.50000 1862.50| 3.00000 2235.00| 5.00000 3725.00 Filter Blanket, Geotextile | | | 0330 630C003 4.000 EACH| 1675.00000 6700.00| 1675.00000 6700.00| 1675.00000 6700.00 Guardrail End Anchor, Type 13 | | | 0340 630C050 4.000 EACH| 2100.00000 8400.00| 2100.00000 8400.00| 2100.00000 8400.00 Guardrail End Anchor, Type 20 Series | | | 0350 650A000 320.000 CUYD| 20.00000 6400.00| 20.00000 6400.00| 20.00000 6400.00 Topsoil | | | 0360 652A100 1.000 ACRE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Seeding | | | 0370 656A010 1.000 ACRE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Mulching | | | 0380 665F000 80.000 EACH| 10.00000 800.00| 10.00000 800.00| 1.00000 80.00 Hay Bales | | | 0390 665J002 800.000 LF | 3.00000 2400.00| 3.00000 2400.00| 5.00000 4000.00 Silt Fence | | | 0400 665O001 800.000 LF | 1.00000 800.00| 1.00000 800.00| 1.00000 800.00 Silt Fence Removal | | | 0410 680A001 LUMP| 3000.00000 3000.00| 4200.00000 4200.00| 2000.00000 2000.00 Geometric Controls | | | 0420 698A000 LUMP| 2000.00000 2000.00| 11500.00000 11500.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 21,500.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130125015 COUNTIES : BUTLER LETTING DATE : 01/25/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 14005 |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 701G009 1850.000 LF | 0.50000 925.00| 0.50000 925.00| 0.50000 925.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0440 701G027 1850.000 LF | 0.50000 925.00| 0.50000 925.00| 0.50000 925.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0450 740B000 115.000 SQFT| 6.50000 747.50| 6.50000 747.50| 12.00000 1380.00 Construction Signs | | | 0460 740F002 8.000 EACH| 165.00000 1320.00| 165.00000 1320.00| 375.00000 3000.00 Barricades, Type III | | | 0470 740I002 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 350.00000 700.00 Warning Lights, Type B | | | SECTION TOTALS | $ 414,431.47| $ 420,975.77| $ 424,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 414,431.47| $ 420,975.77| $ 424,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20130125016 COUNTIES : CHILTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNU58473-ATRP(001) for constructing the Resurfacing and Traffic Stripe on CR-59 from the CSX Railroad west right of way limits in Verbena to CR-24. Length 7.061 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,246,982.34 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 1,287,234.45 103.2280% 3 05024 GARY INGRAM GRADING & PAVING, INC. $ 1,389,871.01 111.4588% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130125016 COUNTIES : CHILTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( 3 ) 05024 |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. |GARY INGRAM GRADING & PAVING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 4900.000 GAL | 6.00000 29400.00| 2.60000 12740.00| 3.15000 15435.00 Tack Coat | | | 0020 407B000 7.000 MILE| 150.00000 1050.00| 175.00000 1225.00| 250.00000 1750.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 424A361 7966.000 TON | 62.44000 497397.04| 65.05000 518188.30| 65.07000 518347.62 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0040 424B655 3370.000 TON | 55.00000 185350.00| 41.50000 139855.00| 74.53000 251166.10 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0050 424B657 4220.000 TON | 57.00000 240540.00| 60.70000 256154.00| 72.17000 304557.40 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0060 424B662 1900.000 TON | 54.05000 102695.00| 67.30000 127870.00| 63.26000 120194.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0070 430B043 1800.000 TON | 24.00000 43200.00| 28.00000 50400.00| 24.84000 44712.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130125016 COUNTIES : CHILTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( 3 ) 05024 |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. |GARY INGRAM GRADING & PAVING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 600A000 LUMP| 54000.00000 54000.00| 87200.00000 87200.00| 42546.96000 42546.96 Mobilization | | | 0090 630A001 125.000 LF | 19.80000 2475.00| 20.00000 2500.00| 19.75000 2468.75 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C050 4.000 EACH| 3105.68000 12422.72| 3100.00000 12400.00| 3100.00000 12400.00 Guardrail End Anchor, Type 20 Series | | | 0110 665J002 700.000 LF | 4.26000 2982.00| 4.25000 2975.00| 5.00000 3500.00 Silt Fence | | | 0120 665O001 700.000 LF | 1.55000 1085.00| 1.60000 1120.00| 1.50000 1050.00 Silt Fence Removal | | | 0130 698A000 LUMP| 10000.00000 10000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 50,000.00) | | | 0140 701A030 15.000 MILE| 1252.29000 18784.35| 1321.00000 19815.00| 1307.25000 19608.75 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0150 701A034 11.000 MILE| 1252.29000 13775.19| 1321.00000 14531.00| 1307.25000 14379.75 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0160 701A044 4.000 MILE| 701.28000 2805.12| 925.00000 3700.00| 915.08000 3660.32 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0170 701C000 4.000 MILE| 450.83000 1803.32| 405.00000 1620.00| 399.00000 1596.00 Broken Temporary Traffic Stripe | | | 0180 701C001 30.000 MILE| 500.92000 15027.60| 405.00000 12150.00| 399.00000 11970.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130125016 COUNTIES : CHILTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( 3 ) 05024 |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. |GARY INGRAM GRADING & PAVING, I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 701G251 275.000 LF | 4.01000 1102.75| 6.10000 1677.50| 6.04000 1661.00 Solid White, Class 2, Type A Traffic | | | Stripe (6" Wide) (Rumble Strip) | | | 0200 703A004 890.000 SQFT| 3.01000 2678.90| 2.95000 2625.50| 2.89000 2572.10 Traffic Control Markings, Class 2T, | | | Type A | | | 0210 703B004 69.000 SQFT| 3.01000 207.69| 8.75000 603.75| 8.66000 597.54 Traffic Control Legends, Class 2T, Type | | | A | | | 0220 705A032 264.000 EACH| 3.01000 794.64| 2.65000 699.60| 2.63000 694.32 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 660.000 EACH| 3.01000 1986.60| 2.65000 1749.00| 2.63000 1735.80 Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 447.000 SQFT| 5.86000 2619.42| 6.40000 2860.80| 7.00000 3129.00 Construction Signs | | | 0250 740E000 50.000 EACH| 5.00000 250.00| 1.00000 50.00| 0.01000 0.50 Cones (36 Inches High) | | | 0260 740M001 50.000 EACH| 1.00000 50.00| 0.50000 25.00| 0.01000 0.50 Ballast For Cone | | | 0270 740O000 1.000 EACH| 2500.00000 2500.00| 12500.00000 12500.00| 10137.60000 10137.60 Pilot Car | | | SECTION TOTALS | $ 1,246,982.34| $ 1,287,234.45| $ 1,389,871.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,246,982.34| $ 1,287,234.45| $ 1,389,871.01 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20130125017 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 1 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNU58615-ATRP(001) for constructing the Resurfacing and Traffic Stripe on CR-18 (Commercial Street) from SR-91 to CR-565 in Hanceville. Length 0.500 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 159,721.80 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 171,889.17 107.6179% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130125017 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 1 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 07002 |( ) |WIREGRASS CONSTRUCTION COMP |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 401A004 5900.000 SQYD| 2.36000 13924.00| 3.35000 19765.00| Bituminous Treatment E | | | 0020 405A000 415.000 GAL | 9.45000 3921.75| 4.00000 1660.00| Tack Coat | | | 0030 407B000 1.000 MILE| 559.01000 559.01| 150.00000 150.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0040 424A341 545.000 TON | 88.69000 48336.05| 97.54000 53159.30| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0050 424B639 365.000 TON | 106.28000 38792.20| 110.55000 40350.75| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 424B643 100.000 TON | 98.01000 9801.00| 105.65000 10565.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 430B043 65.000 TON | 88.33000 5741.45| 75.00000 4875.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130125017 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 1 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 07002 |( ) |WIREGRASS CONSTRUCTION COMP |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 600A000 LUMP| 23000.00000 23000.00| 23360.62000 23360.62| Mobilization | | | 0090 698A000 LUMP| 1800.00000 1800.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ to $9,000.00) | | | 0100 701A227 1.000 MILE| 3026.12000 3026.12| 3180.00000 3180.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0110 701A230 1.000 MILE| 3026.12000 3026.12| 3180.00000 3180.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0120 701C001 2.000 MILE| 958.27000 1916.54| 1007.00000 2014.00| Solid Temporary Traffic Stripe | | | 0130 703A002 60.000 SQFT| 10.09000 605.40| 10.60000 636.00| Traffic Control Markings, Class 2, Type | | | A | | | 0140 703D001 60.000 SQFT| 2.02000 121.20| 2.12000 127.20| Temporary Traffic Control Markings | | | 0150 705A037 66.000 EACH| 8.07000 532.62| 8.48000 559.68| Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 236.000 SQFT| 7.47000 1762.92| 6.76000 1595.36| Construction Signs | | | 0170 740E000 50.000 EACH| 18.44000 922.00| 1.00000 50.00| Cones (36 Inches High) | | | 0180 740M001 50.000 EACH| 9.80000 490.00| 0.50000 25.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130125017 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 1 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 07002 |( ) |WIREGRASS CONSTRUCTION COMP |GOOD HOPE CONTRACTING CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 740O000 1.000 EACH| 1443.42000 1443.42| 6636.26000 6636.26| Pilot Car | | | SECTION TOTALS | $ 159,721.80| $ 171,889.17| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 159,721.80| $ 171,889.17| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20130125018 COUNTIES : ST. CLAIR LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNU58629-ATRP(001) for constructing the Planing, Resurfacing and Traffic Stripe on CR-26 from west of Days Drive to SR-144 in Ragland. Length 4.980 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,179,913.75 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,206,047.94 102.2149% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,740,635.57 147.5223% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20130125018 COUNTIES : ST. CLAIR LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( 3 ) 04013 |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 206D001 2138.000 LF | 1.10000 2351.80| 5.10000 10903.80| 6.72000 14367.36 Removing Guardrail | | | 0020 206E008 44.000 EACH| 110.00000 4840.00| 459.00000 20196.00| 604.38000 26592.72 Removing Guardrail End Anchor (All Type | | | 0030 405A000 4311.000 GAL | 4.25000 18321.75| 4.75000 20477.25| 3.92000 16899.12 Tack Coat | | | 0040 407B000 5.000 MILE| 665.00000 3325.00| 200.00000 1000.00| 258.64000 1293.20 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A054 15425.000 SQYD| 2.35000 36248.75| 1.51000 23291.75| 2.70000 41647.50 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0060 424A341 6425.000 TON | 60.00000 385500.00| 64.36000 413513.00| 95.93000 616350.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 424B643 6585.000 TON | 57.00000 375345.00| 56.11000 369484.35| 94.40000 621624.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0080 430B043 1900.000 TON | 27.00000 51300.00| 18.41000 34979.00| 30.89000 58691.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20130125018 COUNTIES : ST. CLAIR LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( 3 ) 04013 |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 600A000 LUMP| 63055.00000 63055.00| 77388.49000 77388.49| 48916.21000 48916.21 Mobilization | | | 0100 630A001 1538.000 LF | 22.50000 34605.00| 21.42000 32943.96| 28.20000 43371.60 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630A004 350.000 LF | 45.00000 15750.00| 28.56000 9996.00| 37.61000 13163.50 Steel Beam Guardrail, Class B, Type 2 | | | 0120 630C022 4.000 EACH| 2000.00000 8000.00| 1275.00000 5100.00| 1678.84000 6715.36 Guardrail End Anchor, Type Special | | | 0130 630C050 4.000 EACH| 3100.00000 12400.00| 2295.00000 9180.00| 3021.91000 12087.64 Guardrail End Anchor, Type 20 Series | | | 0140 630C070 40.000 EACH| 2450.00000 98000.00| 2193.00000 87720.00| 2887.60000 115504.00 Guardrail End Anchor, Type 10 Series | | | 0150 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 4029.21000 4029.21 Construction Fuel (Maximum Bid Limited | | | to $ 64,000.00) | | | 0160 701A231 10.000 MILE| 2257.50000 22575.00| 2308.42000 23084.20| 3063.77000 30637.70 Solid White, Class 2, Type A Traffic | | | Stripe | | | 0170 701A235 7.000 MILE| 2257.50000 15802.50| 2308.42000 16158.94| 3063.77000 21446.39 Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0180 701A245 3.000 MILE| 1580.25000 4740.75| 1615.89000 4847.67| 2144.64000 6433.92 Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0190 701C000 9.000 MILE| 393.75000 3543.75| 402.63000 3623.67| 534.38000 4809.42 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20130125018 COUNTIES : ST. CLAIR LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 07002 |( 3 ) 04013 |MCCARTNEY CONSTRUCTION CO., |GOOD HOPE CONTRACTING CO., |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 701C001 21.000 MILE| 393.75000 8268.75| 402.63000 8455.23| 534.38000 11221.98 Solid Temporary Traffic Stripe | | | 0210 703A002 470.000 SQFT| 6.30000 2961.00| 6.45000 3031.50| 8.55000 4018.50 Traffic Control Markings, Class 2, Type | | | A | | | 0220 705A032 100.000 EACH| 3.42000 342.00| 3.50000 350.00| 4.63000 463.00 Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 510.000 EACH| 3.42000 1744.20| 3.50000 1785.00| 4.63000 2361.30 Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 495.000 SQFT| 6.50000 3217.50| 6.51000 3222.45| 7.84000 3880.80 Construction Signs | | | 0250 740C000 99.000 SQFT| 6.50000 643.50| 6.51000 644.49| 7.84000 776.16 Special Construction Signs | | | 0260 740C002 33.000 SQFT| 6.50000 214.50| 6.51000 214.83| 7.84000 258.72 Special Construction Signs(Motorcycle | | | Plaque) | | | 0270 740E000 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 20.38000 1019.00 Cones (36 Inches High) | | | 0280 740M001 50.000 EACH| 0.50000 25.00| 0.50000 25.00| 14.11000 705.50 Ballast For Cone | | | 0290 740O000 1.000 EACH| 6743.00000 6743.00| 24381.36000 24381.36| 11350.51000 11350.51 Pilot Car | | | SECTION TOTALS | $ 1,179,913.75| $ 1,206,047.94| $ 1,740,635.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,179,913.75| $ 1,206,047.94| $ 1,740,635.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20130125019 COUNTIES : LIMESTONE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ACOA58684-ATRP(001) for constructing the Resurfacing and Traffic Stripe on Lucas Ferry Road from SR-99 to Sanderfer Road and on Sanderfer Road from Lucas Ferry Road to SR-3 (US-31) in Athens. Length 5.039 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 886,525.45 100.0000% 2 18037 REED CONTRACTING SERVICES, INC. $ 1,023,342.29 115.4329% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,053,796.51 118.8682% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130125019 COUNTIES : LIMESTONE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18037 |( 3 ) 23024 |JOE KEENUM EXCAVATION & CON |REED CONTRACTING SERVICES, |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 411.000 SQYD| 21.00000 8631.00| 38.08000 15650.88| 37.15000 15268.65 Removing Concrete Driveway | | | 0020 209A000 33.000 EACH| 150.00000 4950.00| 172.43000 5690.19| 162.93000 5376.69 Mailbox Reset, Single | | | 0030 405A000 4825.000 GAL | 3.25000 15681.25| 2.98000 14378.50| 5.74000 27695.50 Tack Coat | | | 0040 407B000 6.000 MILE| 100.00000 600.00| 662.32000 3973.92| 351.25000 2107.50 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 424A360 5400.000 TON | 62.00000 334800.00| 75.05000 405270.00| 79.66000 430164.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0060 424B655 100.000 TON | 98.00000 9800.00| 129.12000 12912.00| 153.32000 15332.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0070 424B657 3773.000 TON | 59.00000 222607.00| 74.02000 279277.46| 68.94000 260110.62 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0080 424C370 1300.000 TON | 68.00000 88400.00| 95.19000 123747.00| 77.09000 100217.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130125019 COUNTIES : LIMESTONE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18037 |( 3 ) 23024 |JOE KEENUM EXCAVATION & CON |REED CONTRACTING SERVICES, |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 430B043 1458.000 TON | 19.00000 27702.00| 30.44000 44381.52| 27.41000 39963.78 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 7500.00000 7500.00| 14107.46000 14107.46| 35000.00000 35000.00 Mobilization | | | 0105 610D003 900.000 SQYD| 3.00000 2700.00| 2.02000 1818.00| 3.36000 3024.00 Filter Blanket, Geotextile | | | 0110 630A001 150.000 LF | 33.00000 4950.00| 31.40000 4710.00| 30.19000 4528.50 Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C050 4.000 EACH| 3400.00000 13600.00| 3255.00000 13020.00| 3129.57000 12518.28 Guardrail End Anchor, Type 20 Series | | | 0130 665J002 300.000 LF | 3.35000 1005.00| 5.48000 1644.00| 4.11000 1233.00 Silt Fence | | | 0140 665O001 300.000 LF | 1.00000 300.00| 3.67000 1101.00| 1.65000 495.00 Silt Fence Removal | | | 0150 665Q002 150.000 LF | 6.50000 975.00| 7.41000 1111.50| 7.14000 1071.00 Wattle | | | 0160 698A000 LUMP| 45605.00000 45605.00| 0.01000 0.01| 9100.00000 9100.00 Construction Fuel (Maximum Bid Limited | | | to $ 45,605.00) | | | 0170 701A231 11.000 MILE| 2650.00000 29150.00| 2310.00000 25410.00| 2436.30000 26799.30 Solid White, Class 2, Type A Traffic | | | Stripe | | | 0180 701A235 7.000 MILE| 2650.00000 18550.00| 2310.00000 16170.00| 2436.30000 17054.10 Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130125019 COUNTIES : LIMESTONE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18037 |( 3 ) 23024 |JOE KEENUM EXCAVATION & CON |REED CONTRACTING SERVICES, |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 701A245 3.000 MILE| 1320.00000 3960.00| 945.00000 2835.00| 1218.15000 3654.45 Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0200 701B205 440.000 LF | 1.10000 484.00| 1.05000 462.00| 1.02000 448.80 Dotted, Class 2, Type A, Traffic Stripe | | | 0210 701C000 6.000 MILE| 550.00000 3300.00| 525.00000 3150.00| 507.56000 3045.36 Broken Temporary Traffic Stripe | | | 0220 701C001 12.000 MILE| 605.00000 7260.00| 525.00000 6300.00| 558.32000 6699.84 Solid Temporary Traffic Stripe | | | 0230 703A002 3561.000 SQFT| 3.85000 13709.85| 3.68000 13104.48| 3.55000 12641.55 Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 157.000 SQFT| 4.15000 651.55| 3.68000 577.76| 3.81000 598.17 Traffic Control Legends, Class 2, Type | | | 0250 703D001 3561.000 SQFT| 1.10000 3917.10| 0.79000 2813.19| 1.02000 3632.22 Temporary Traffic Control Markings | | | 0260 703E001 157.000 SQFT| 1.10000 172.70| 0.79000 124.03| 1.02000 160.14 Temporary Traffic Control Legends | | | 0270 705A030 60.000 EACH| 3.60000 216.00| 3.41000 204.60| 3.30000 198.00 Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 30.000 EACH| 3.60000 108.00| 3.41000 102.30| 3.30000 99.00 Pavement Markers, Class A-H, Type 1-A | | | 0290 705A032 250.000 EACH| 3.60000 900.00| 3.41000 852.50| 3.30000 825.00 Pavement Markers, Class A-H, Type 1-B | | | 0300 705A037 600.000 EACH| 3.60000 2160.00| 3.41000 2046.00| 3.30000 1980.00 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 019 -5 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130125019 COUNTIES : LIMESTONE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18037 |( 3 ) 23024 |JOE KEENUM EXCAVATION & CON |REED CONTRACTING SERVICES, |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 705A038 250.000 EACH| 3.60000 900.00| 3.41000 852.50| 3.30000 825.00 Pavement Markers, Class A-H, Type 2-E | | | 0320 730H001 224.000 LF | 4.00000 896.00| 2.19000 490.56| 2.24000 501.76 Loop Wire | | | 0330 730I001 120.000 LF | 2.00000 240.00| 0.32000 38.40| 0.32000 38.40 Loop Detector Lead-In-Cable | | | 0340 740B000 568.000 SQFT| 8.00000 4544.00| 6.64000 3771.52| 6.44000 3657.92 Construction Signs | | | 0350 740E000 50.000 EACH| 10.00000 500.00| 24.87000 1243.50| 16.11000 805.50 Cones (36 Inches High) | | | 0360 740M001 50.000 EACH| 2.00000 100.00| 0.01000 0.50| 9.13000 456.50 Ballast For Cone | | | 0370 740O000 1.000 EACH| 5000.00000 5000.00| 0.01000 0.01| 6469.98000 6469.98 Pilot Car | | | SECTION TOTALS | $ 886,525.45| $ 1,023,342.29| $ 1,053,796.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 886,525.45| $ 1,023,342.29| $ 1,053,796.51 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0091(501) for constructing the Bridge Replacement and Approaches on SR-91 at the Broglen River northeast of Hanceville. Length 0.707 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 04052 DEMENT CONSTRUCTION COMPANY, LLC $ 4,160,279.28 100.0000% 2 18036 RILEY BRIDGE CO., INC. $ 4,208,805.72 101.1664% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 4,436,865.40 106.6483% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 4,639,556.08 111.5203% 5 08019 HIGHWAYS, INC. $ 4,744,789.17 114.0498% 6 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 4,780,042.09 114.8971% 7 08091 HRI BRIDGE CORP. $ 4,864,054.45 116.9165% 8 10016 JONES BROS., INC. $ 4,874,113.87 117.1583% 9 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 4,949,835.61 118.9784% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 35000.00000 35000.00| 25800.00000 25800.00| 25924.23000 25924.23 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approx. 10 Acres) | | | | | | 0020 206A000 LUMP| 35000.00000 35000.00| 150000.00000 150000.00| 47000.10000 47000.10 Removal Of Old Bridge, Station 48+62.67 | | | 0030 206C010 116.000 SQYD| 10.00000 1160.00| 9.80000 1136.80| 9.85000 1142.60 Removing Concrete Driveway | | | 0040 206D000 175.000 LF | 10.00000 1750.00| 9.30000 1627.50| 9.34000 1634.50 Removing Pipe | | | 0050 206D001 378.000 LF | 10.00000 3780.00| 2.50000 945.00| 2.17000 820.26 Removing Guardrail | | | 0060 206E000 10.000 EACH| 500.00000 5000.00| 206.18000 2061.80| 207.39000 2073.90 Removing Headwalls | | | 0070 206E008 4.000 EACH| 500.00000 2000.00| 217.00000 868.00| 216.61000 866.44 Removing Guardrail End Anchor (All Type | | | 0080 210A000 63664.000 CUYD| 6.40000 407449.60| 6.95000 442464.80| 7.00000 445648.00 Unclassified Excavation | | | 0090 214A000 159.000 CUYD| 10.00000 1590.00| 9.30000 1478.70| 9.34000 1485.06 Structure Excavation | | | 0100 214B000 62.000 CUYD| 30.00000 1860.00| 27.85000 1726.70| 28.00000 1736.00 Foundation Backfill, Local | | | 0110 215A000 137.000 CUYD| 9.16000 1254.92| 12.00000 1644.00| 73.93000 10128.41 Unclassified Bridge Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 230A000 28.000 RBST| 350.00000 9800.00| 298.96000 8370.88| 300.72000 8420.16 Roadbed Processing | | | 0130 301A008 10777.000 SQYD| 7.00000 75439.00| 7.22000 77809.94| 7.26000 78241.02 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0140 301A011 104.000 SQYD| 9.00000 936.00| 9.30000 967.20| 9.34000 971.36 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5.75" Compacted Thickness | | | 0150 305B078 20.000 TON | 32.00000 640.00| 32.98000 659.60| 33.18000 663.60 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0160 401A000 10777.000 SQYD| 1.46000 15734.42| 1.32000 14225.64| 1.55000 16704.35 Bituminous Treatment A | | | 0170 405A000 1304.000 GAL | 6.00000 7824.00| 4.32000 5633.28| 4.13000 5385.52 Tack Coat | | | 0180 407B000 2.000 MILE| 400.00000 800.00| 112.87000 225.74| 103.14000 206.28 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0190 408A052 3387.000 SQYD| 4.25000 14394.75| 4.10000 13886.70| 1.55000 5249.85 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0200 410H000 1.000 EACH| 5100.00000 5100.00| 14025.00000 14025.00| 10314.83000 10314.83 Material Remixing Device | | | 0210 424A360 1000.000 TON | 103.00000 103000.00| 110.16000 110160.00| 74.27000 74270.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 424B650 32.000 TON | 115.00000 3680.00| 223.06000 7137.92| 74.27000 2376.64 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0230 424B651 1270.000 TON | 82.00000 104140.00| 87.70000 111379.00| 59.83000 75984.10 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0240 424B658 310.000 TON | 91.00000 28210.00| 130.92000 40585.20| 74.27000 23023.70 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0250 424C360 1600.000 TON | 77.00000 123200.00| 81.18000 129888.00| 59.83000 95728.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0260 430B014 20.000 TON | 32.00000 640.00| 32.98000 659.60| 33.18000 663.60 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0270 450B000 107.000 SQYD| 210.00000 22470.00| 75.00000 8025.00| 118.89000 12721.23 Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A000 137400.000 LB | 0.95000 130530.00| 0.80000 109920.00| 1.02000 140148.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 502B000 LUMP| 190000.00000 190000.00| 151840.00000 151840.00| 184513.79000 184513.79 Steel Reinforcement For Bridge | | | Superstructure, Sta. 47+03.87, Approx. 189,800 lbs. | | | | | | 0300 506A008 17.000 LF | 250.00000 4250.00| 282.00000 4794.00| 329.20000 5596.40 Drilled Shaft Excavation, 4'-0" Diamete | | | 0310 506A010 48.000 LF | 550.00000 26400.00| 618.00000 29664.00| 493.80000 23702.40 Drilled Shaft Excavation, 6'-6" Diamete | | | 0320 506B003 12.000 LF | 1050.00000 12600.00| 1150.00000 13800.00| 1536.25000 18435.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0330 506B008 60.000 LF | 3200.00000 192000.00| 3180.00000 190800.00| 2265.97000 135958.20 Special Drilled Shaft Excavation, 6'-6" | | | Diameter | | | 0340 506C022 29.000 LF | 220.00000 6380.00| 235.00000 6815.00| 98.75000 2863.75 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS2 Concrete | | | 0350 506C027 108.000 LF | 475.00000 51300.00| 415.00000 44820.00| 260.07000 28087.56 Drilled Shaft Construction, 6'-6" | | | Diameter, Class DS2 Concrete | | | 0360 506G002 1.000 EACH| 1125.00000 1125.00| 800.00000 800.00| 2304.37000 2304.37 Crosshole Sonic Logging, 4'-0" Diameter | | | 0370 506G007 1.000 EACH| 3625.00000 3625.00| 4300.00000 4300.00| 2743.31000 2743.31 Crosshole Sonic Logging, 6'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -6 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 508A000 9180.000 LB | 10.00000 91800.00| 7.75000 71145.00| 3.56000 32680.80 Structural Steel | | | 0390 510A000 523.000 CUYD| 625.00000 326875.00| 575.00000 300725.00| 573.92000 300160.16 Bridge Substructure Concrete, Class A | | | 0400 510C051 LUMP| 585000.00000 585000.00| 450000.00000 450000.00| 581489.03000 581489.03 Bridge Concrete Superstructure, Sta. | | | 47+03.87, Approx. 809 CY | | | 0410 510E000 2172.000 SQYD| 3.78000 8210.16| 2.60000 5647.20| 1.67000 3627.24 Grooving Concrete Bridge Decks | | | 0420 511A053 36.000 EACH| 500.00000 18000.00| 240.56000 8660.16| 247.58000 8912.88 Elastomeric Bearing Type 2 (Mark B4) | | | 0430 511A073 12.000 EACH| 570.00000 6840.00| 754.75000 9057.00| 990.23000 11882.76 Elastomeric Bearing Type 4 (Mark VB4) | | | 0440 513B017 2735.000 LF | 222.00000 607170.00| 190.00000 519650.00| 212.70000 581734.50 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0450 530B002 69.000 LF | 80.00000 5520.00| 80.21000 5534.49| 80.67000 5566.23 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0460 530B003 132.000 LF | 90.00000 11880.00| 89.69000 11839.08| 90.22000 11909.04 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0470 535A001 246.000 LF | 45.00000 11070.00| 46.40000 11414.40| 46.66000 11478.36 18" Side Drain Pipe | | | 0480 535B011 39.000 LF | 58.00000 2262.00| 53.61000 2090.79| 53.92000 2102.88 22" Span, 14" Rise Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -7 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 600A000 LUMP| 200000.00000 200000.00| 375000.00000 375000.00| 760000.00000 760000.00 Mobilization | | | 0500 602A000 27.000 EACH| 285.00000 7695.00| 309.28000 8350.56| 311.10000 8399.70 Right Of Way Markers | | | 0510 610C001 2369.000 TON | 27.00000 63963.00| 29.83000 70667.27| 28.00000 66332.00 Loose Riprap, Class 2 | | | 0520 610D003 11715.000 SQYD| 3.00000 35145.00| 2.58000 30224.70| 2.59000 30341.85 Filter Blanket, Geotextile | | | 0530 618B003 58.000 SQYD| 58.00000 3364.00| 62.37000 3617.46| 62.73000 3638.34 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0540 619A101 6.000 EACH| 1000.00000 6000.00| 927.85000 5567.10| 933.28000 5599.68 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619B067 2.000 EACH| 2000.00000 4000.00| 1752.58000 3505.16| 1762.85000 3525.70 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0560 619B116 2.000 EACH| 1500.00000 3000.00| 1237.12000 2474.24| 1244.36000 2488.72 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0570 619B400 2.000 EACH| 5000.00000 10000.00| 2577.32000 5154.64| 2592.43000 5184.86 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 2 (Double Line) | | | 0580 630A001 450.000 LF | 16.50000 7425.00| 17.25000 7762.50| 17.02000 7659.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -8 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 630C003 4.000 EACH| 1650.00000 6600.00| 1705.25000 6821.00| 1701.95000 6807.80 Guardrail End Anchor, Type 13 | | | 0600 630C050 4.000 EACH| 2800.00000 11200.00| 2886.50000 11546.00| 2888.16000 11552.64 Guardrail End Anchor, Type 20 Series | | | 0610 641A512 455.000 LF | 15.00000 6825.00| 15.63000 7111.65| 15.47000 7038.85 3/4 Inch Copper Water Service Line Laid | | | 0620 641A612 80.000 LF | 28.17000 2253.60| 29.34000 2347.20| 29.05000 2324.00 6 Inch Ductile Iron Water Main Laid | | | 0630 641A616 695.000 LF | 37.79000 26264.05| 39.36000 27355.20| 38.98000 27091.10 10 Inch Ductile Iron Water Main Laid | | | 0640 641A688 636.000 LF | 145.79000 92722.44| 152.00000 96672.00| 150.38000 95641.68 12 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0650 641A750 1941.000 LF | 22.64000 43944.24| 23.60000 45807.60| 23.36000 45341.76 10 Inch P.V.C. Water Main Laid | | | 0660 641C500 910.000 LB | 6.85000 6233.50| 7.15000 6506.50| 7.06000 6424.60 Ductile Iron Fittings | | | 0670 641D500 2.000 EACH| 2347.26000 4694.52| 2445.00000 4890.00| 2421.16000 4842.32 Fire Hydrant | | | 0680 641I505 1.000 EACH| 436.63000 436.63| 455.00000 455.00| 450.38000 450.38 3/4 Inch Air Release Valve | | | 0690 641J516 2.000 EACH| 1202.79000 2405.58| 1252.90000 2505.80| 1240.66000 2481.32 6 Inch Gate Valve With Box | | | 0700 641J520 2.000 EACH| 2183.17000 4366.34| 2275.00000 4550.00| 2251.90000 4503.80 10 Inch Gate Valve With Box | | | 0710 641L500 22.000 CUYD| 600.00000 13200.00| 625.00000 13750.00| 618.89000 13615.58 Concrete for Water Mains (Thrust Blocks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -9 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 641O536 2.000 EACH| 4632.32000 9264.64| 4825.00000 9650.00| 4778.16000 9556.32 10 Inch x 10 Inch Tapping Valve And | | | Sleeve | | | 0730 641O545 1.000 EACH| 1721.92000 1721.92| 1795.00000 1795.00| 1776.13000 1776.13 12 Inch x 3 Inch Tapping Valve And | | | Sleeve | | | 0740 641P515 8.000 EACH| 472.13000 3777.04| 492.00000 3936.00| 487.00000 3896.00 3/4 Inch Service Tap | | | 0750 641Q510 5.000 EACH| 510.72000 2553.60| 532.00000 2660.00| 526.79000 2633.95 3/4 Inch Water Meter And Box Set | | | 0760 650A000 4783.000 CUYD| 10.41000 49791.03| 7.22000 34533.26| 7.26000 34724.58 Topsoil | | | 0770 652A100 10.000 ACRE| 600.00000 6000.00| 773.20000 7732.00| 777.90000 7779.00 Seeding | | | 0780 652C000 15.000 ACRE| 120.00000 1800.00| 103.10000 1546.50| 103.72000 1555.80 Mowing | | | 0790 654A001 1622.000 SQYD| 3.00000 4866.00| 4.64000 7526.08| 4.15000 6731.30 Solid Sodding (Bermuda) | | | 0800 656A010 10.000 ACRE| 400.00000 4000.00| 721.65000 7216.50| 726.04000 7260.40 Mulching | | | 0810 659C001 2948.000 SQYD| 1.10000 3242.80| 2.06000 6072.88| 2.07000 6102.36 Erosion Control Product, Type S3 | | | 0820 659C002 3045.000 SQYD| 1.00000 3045.00| 2.06000 6272.70| 2.07000 6303.15 Erosion Control Product, Type S2 | | | 0830 665A000 10.000 ACRE| 40.00000 400.00| 721.65000 7216.50| 726.04000 7260.40 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -10 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 665B001 30.000 TON | 280.00000 8400.00| 36.08000 1082.40| 36.30000 1089.00 Temporary Mulching | | | 0850 665I000 775.000 TON | 35.00000 27125.00| 34.00000 26350.00| 33.18000 25714.50 Temporary Riprap, Class 2 | | | 0860 665J002 3520.000 LF | 2.70000 9504.00| 2.84000 9996.80| 2.85000 10032.00 Silt Fence | | | 0870 665K000 840.000 CUYD| 12.00000 10080.00| 9.28000 7795.20| 9.34000 7845.60 Drainage Sump Excavation | | | 0880 665L000 425.000 LF | 12.00000 5100.00| 12.37000 5257.25| 12.44000 5287.00 Floating Basin Boom | | | 0890 665N000 1200.000 TON | 30.00000 36000.00| 22.68000 27216.00| 22.81000 27372.00 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0900 665O001 3520.000 LF | 0.30000 1056.00| 0.55000 1936.00| 0.52000 1830.40 Silt Fence Removal | | | 0910 665Q002 1600.000 LF | 7.50000 12000.00| 0.55000 880.00| 0.52000 832.00 Wattle | | | 0920 666A001 10.000 ACRE| 1.00000 10.00| 41.25000 412.50| 24.63000 246.30 Pest Control Treatment | | | 0930 680A001 LUMP| 52250.00000 52250.00| 15000.00000 15000.00| 48231.86000 48231.86 Geometric Controls | | | 0940 698A000 LUMP| 1.00000 1.00| 100000.00000 100000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 242,000.00) | | | 0950 701A227 2.000 MILE| 2600.00000 5200.00| 2857.15000 5714.30| 2853.04000 5706.08 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -11 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 701A230 2.000 MILE| 2600.00000 5200.00| 2857.18000 5714.36| 2853.04000 5706.08 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0970 701C001 4.000 MILE| 600.00000 2400.00| 659.34000 2637.36| 658.39000 2633.56 Solid Temporary Traffic Stripe | | | 0980 701C005 1.000 MILE| 5600.00000 5600.00| 6153.85000 6153.85| 6145.01000 6145.01 Solid Temporary Traffic Stripe (Tape) | | | 0990 701D005 1.000 MILE| 1500.00000 1500.00| 1648.35000 1648.35| 1645.98000 1645.98 Solid Traffic Stripe Removed | | | 1000 701D009 1.000 MILE| 1000.00000 1000.00| 1098.90000 1098.90| 1097.32000 1097.32 Solid Traffic Stripe Removed (Tape) | | | 1010 701G146 925.000 LF | 3.80000 3515.00| 4.20000 3885.00| 4.17000 3857.25 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1020 701G154 925.000 LF | 3.80000 3515.00| 4.20000 3885.00| 4.17000 3857.25 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1030 703A002 24.000 SQFT| 5.00000 120.00| 5.50000 132.00| 5.48000 131.52 Traffic Control Markings, Class 2, Type | | | A | | | 1040 703D001 48.000 SQFT| 2.00000 96.00| 2.20000 105.60| 2.19000 105.12 Temporary Traffic Control Markings | | | 1050 705A011 168.000 EACH| 5.00000 840.00| 5.49000 922.32| 5.48000 920.64 Pavement Markers, Class C, Type 1-A | | | 1060 705A023 84.000 EACH| 5.00000 420.00| 5.49000 461.16| 5.48000 460.32 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -12 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 705A037 42.000 EACH| 5.00000 210.00| 5.50000 231.00| 5.48000 230.16 Pavement Markers, Class A-H, Type 2-D | | | 1080 710A115 18.000 SQFT| 14.00000 252.00| 18.39000 331.02| 22.81000 410.58 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1090 710A126 6.000 SQFT| 16.00000 96.00| 19.54000 117.24| 22.81000 136.86 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 1100 710B021 42.000 LF | 8.00000 336.00| 8.62000 362.04| 16.29000 684.18 Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 1110 740B000 453.000 SQFT| 6.50000 2944.50| 6.59000 2985.27| 7.06000 3198.18 Construction Signs | | | 1120 740C000 32.000 SQFT| 6.50000 208.00| 6.59000 210.88| 7.06000 225.92 Special Construction Signs | | | 1130 740C002 10.000 SQFT| 6.50000 65.00| 6.59000 65.90| 7.06000 70.60 Special Construction Signs(Motorcycle | | | Plaque) | | | 1140 740D000 130.000 EACH| 35.00000 4550.00| 32.99000 4288.70| 38.02000 4942.60 Channelizing Drums | | | 1150 740E000 90.000 EACH| 14.00000 1260.00| 18.50000 1665.00| 15.21000 1368.90 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -13 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 04052 |( 2 ) 18036 |( 3 ) 19007 |DEMENT CONSTRUCTION CO., LL |RILEY BRIDGE CO., INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 740F002 4.000 EACH| 185.00000 740.00| 185.00000 740.00| 200.97000 803.88 Barricades, Type III | | | 1170 740I002 2.000 EACH| 250.00000 500.00| 236.50000 473.00| 271.59000 543.18 Warning Lights, Type B | | | 1180 740M001 90.000 EACH| 8.00000 720.00| 32.98000 2968.20| 8.69000 782.10 Ballast For Cone | | | 1190 999 000 720.000 HOUR| 0.80000 576.00| 0.80000 576.00| 0.80000 576.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,160,279.28| $ 4,208,805.72| $ 4,436,865.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,160,279.28| $ 4,208,805.72| $ 4,436,865.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -14 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS 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| 29964.14000 29964.14| 25200.00000 25200.00| 40000.00000 40000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approx. 10 Acres) | | | | | | 0020 206A000 LUMP| 150000.00000 150000.00| 158000.00000 158000.00| 154619.20000 154619.20 Removal Of Old Bridge, Station 48+62.67 | | | 0030 206C010 116.000 SQYD| 11.39000 1321.24| 5.25000 609.00| 10.23000 1186.68 Removing Concrete Driveway | | | 0040 206D000 175.000 LF | 10.79000 1888.25| 5.25000 918.75| 10.15000 1776.25 Removing Pipe | | | 0050 206D001 378.000 LF | 2.52000 952.56| 5.25000 1984.50| 2.37000 895.86 Removing Guardrail | | | 0060 206E000 10.000 EACH| 239.71000 2397.10| 158.00000 1580.00| 225.51000 2255.10 Removing Headwalls | | | 0070 206E008 4.000 EACH| 251.70000 1006.80| 158.00000 632.00| 236.79000 947.16 Removing Guardrail End Anchor (All Type | | | 0080 210A000 63664.000 CUYD| 8.09000 515041.76| 9.15000 582525.60| 7.61000 484483.04 Unclassified Excavation | | | 0090 214A000 159.000 CUYD| 10.79000 1715.61| 26.25000 4173.75| 10.15000 1613.85 Structure Excavation | | | 0100 214B000 62.000 CUYD| 32.36000 2006.32| 42.00000 2604.00| 30.44000 1887.28 Foundation Backfill, Local | | | 0110 215A000 137.000 CUYD| 50.00000 6850.00| 21.00000 2877.00| 65.04000 8910.48 Unclassified Bridge Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -15 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 230A000 28.000 RBST| 347.58000 9732.24| 350.00000 9800.00| 326.99000 9155.72 Roadbed Processing | | | 0130 301A008 10777.000 SQYD| 7.19000 77486.63| 10.10000 108847.70| 8.90000 95915.30 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0140 301A011 104.000 SQYD| 8.50000 884.00| 35.85000 3728.40| 10.68000 1110.72 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5.75" Compacted Thickness | | | 0150 305B078 20.000 TON | 38.35000 767.00| 269.00000 5380.00| 45.04000 900.80 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0160 401A000 10777.000 SQYD| 1.80000 19398.60| 1.35000 14548.95| 1.44000 15518.88 Bituminous Treatment A | | | 0170 405A000 1304.000 GAL | 4.79000 6246.16| 4.40000 5737.60| 4.72000 6154.88 Tack Coat | | | 0180 407B000 2.000 MILE| 119.86000 239.72| 115.00000 230.00| 123.45000 246.90 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0190 408A052 3387.000 SQYD| 1.80000 6096.60| 4.20000 14225.40| 4.49000 15207.63 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0200 410H000 1.000 EACH| 11985.66000 11985.66| 14300.00000 14300.00| 15324.13000 15324.13 Material Remixing Device | | | 0210 424A360 1000.000 TON | 86.30000 86300.00| 112.20000 112200.00| 120.49000 120490.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -16 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 424B650 32.000 TON | 86.30000 2761.60| 227.00000 7264.00| 243.97000 7807.04 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0230 424B651 1270.000 TON | 69.52000 88290.40| 89.30000 113411.00| 95.92000 121818.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0240 424B658 310.000 TON | 86.30000 26753.00| 133.30000 41323.00| 143.19000 44388.90 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0250 424C360 1600.000 TON | 69.52000 111232.00| 82.70000 132320.00| 88.78000 142048.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0260 430B014 20.000 TON | 38.35000 767.00| 35.00000 700.00| 45.04000 900.80 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0270 450B000 107.000 SQYD| 100.00000 10700.00| 131.00000 14017.00| 136.49000 14604.43 Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A000 137400.000 LB | 0.85000 116790.00| 0.88000 120912.00| 0.86000 118164.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -17 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 502B000 LUMP| 180000.00000 180000.00| 180000.00000 180000.00| 184279.73000 184279.73 Steel Reinforcement For Bridge | | | Superstructure, Sta. 47+03.87, Approx. 189,800 lbs. | | | | | | 0300 506A008 17.000 LF | 325.00000 5525.00| 150.00000 2550.00| 189.43000 3220.31 Drilled Shaft Excavation, 4'-0" Diamete | | | 0310 506A010 48.000 LF | 475.00000 22800.00| 430.00000 20640.00| 539.15000 25879.20 Drilled Shaft Excavation, 6'-6" Diamete | | | 0320 506B003 12.000 LF | 1500.00000 18000.00| 865.00000 10380.00| 1092.88000 13114.56 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0330 506B008 60.000 LF | 2500.00000 150000.00| 2550.00000 153000.00| 3205.78000 192346.80 Special Drilled Shaft Excavation, 6'-6" | | | Diameter | | | 0340 506C022 29.000 LF | 95.00000 2755.00| 110.00000 3190.00| 138.43000 4014.47 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS2 Concrete | | | 0350 506C027 108.000 LF | 255.00000 27540.00| 260.00000 28080.00| 327.86000 35408.88 Drilled Shaft Construction, 6'-6" | | | Diameter, Class DS2 Concrete | | | 0360 506G002 1.000 EACH| 2100.00000 2100.00| 600.00000 600.00| 671.81000 671.81 Crosshole Sonic Logging, 4'-0" Diameter | | | 0370 506G007 1.000 EACH| 2500.00000 2500.00| 3500.00000 3500.00| 4030.82000 4030.82 Crosshole Sonic Logging, 6'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -18 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 508A000 9180.000 LB | 4.50000 41310.00| 4.00000 36720.00| 7.17000 65820.60 Structural Steel | | | 0390 510A000 523.000 CUYD| 450.00000 235350.00| 585.00000 305955.00| 625.34000 327052.82 Bridge Substructure Concrete, Class A | | | 0400 510C051 LUMP| 755000.00000 755000.00| 550200.00000 550200.00| 465254.04000 465254.04 Bridge Concrete Superstructure, Sta. | | | 47+03.87, Approx. 809 CY | | | 0410 510E000 2172.000 SQYD| 3.00000 6516.00| 2.00000 4344.00| 2.81000 6103.32 Grooving Concrete Bridge Decks | | | 0420 511A053 36.000 EACH| 400.00000 14400.00| 300.00000 10800.00| 400.22000 14407.92 Elastomeric Bearing Type 2 (Mark B4) | | | 0430 511A073 12.000 EACH| 1000.00000 12000.00| 750.00000 9000.00| 650.36000 7804.32 Elastomeric Bearing Type 4 (Mark VB4) | | | 0440 513B017 2735.000 LF | 200.00000 547000.00| 185.00000 505975.00| 198.11000 541830.85 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0450 530B002 69.000 LF | 93.25000 6434.25| 75.00000 5175.00| 87.72000 6052.68 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0460 530B003 132.000 LF | 104.28000 13764.96| 96.00000 12672.00| 98.10000 12949.20 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0470 535A001 246.000 LF | 53.94000 13269.24| 42.00000 10332.00| 50.74000 12482.04 18" Side Drain Pipe | | | 0480 535B011 39.000 LF | 62.33000 2430.87| 50.50000 1969.50| 58.63000 2286.57 22" Span, 14" Rise Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -19 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 600A000 LUMP| 500073.59000 500073.59| 564000.00000 564000.00| 455138.70000 455138.70 Mobilization | | | 0500 602A000 27.000 EACH| 359.57000 9708.39| 250.00000 6750.00| 338.26000 9133.02 Right Of Way Markers | | | 0510 610C001 2369.000 TON | 32.36000 76660.84| 27.30000 64673.70| 30.44000 72112.36 Loose Riprap, Class 2 | | | 0520 610D003 11715.000 SQYD| 3.00000 35145.00| 4.00000 46860.00| 2.82000 33036.30 Filter Blanket, Geotextile | | | 0530 618B003 58.000 SQYD| 72.51000 4205.58| 50.00000 2900.00| 71.21000 4130.18 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0540 619A101 6.000 EACH| 1078.71000 6472.26| 850.00000 5100.00| 1068.20000 6409.20 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619B067 2.000 EACH| 2037.56000 4075.12| 1300.00000 2600.00| 2967.22000 5934.44 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0560 619B116 2.000 EACH| 1438.28000 2876.56| 700.00000 1400.00| 1424.27000 2848.54 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0570 619B400 2.000 EACH| 2996.41000 5992.82| 3700.00000 7400.00| 5341.00000 10682.00 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 2 (Double Line) | | | 0580 630A001 450.000 LF | 19.78000 8901.00| 17.50000 7875.00| 18.60000 8370.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -20 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 630C003 4.000 EACH| 1977.63000 7910.52| 1732.50000 6930.00| 1860.45000 7441.80 Guardrail End Anchor, Type 13 | | | 0600 630C050 4.000 EACH| 3355.98000 13423.92| 2940.00000 11760.00| 3157.12000 12628.48 Guardrail End Anchor, Type 20 Series | | | 0610 641A512 455.000 LF | 17.98000 8180.90| 16.50000 7507.50| 18.17000 8267.35 3/4 Inch Copper Water Service Line Laid | | | 0620 641A612 80.000 LF | 33.76000 2700.80| 32.00000 2560.00| 35.12000 2809.60 6 Inch Ductile Iron Water Main Laid | | | 0630 641A616 695.000 LF | 45.29000 31476.55| 55.00000 38225.00| 60.56000 42089.20 10 Inch Ductile Iron Water Main Laid | | | 0640 641A688 636.000 LF | 174.74000 111134.64| 363.00000 230868.00| 399.67000 254190.12 12 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0650 641A750 1941.000 LF | 27.14000 52678.74| 33.00000 64053.00| 36.33000 70516.53 10 Inch P.V.C. Water Main Laid | | | 0660 641C500 910.000 LB | 8.21000 7471.10| 8.80000 8008.00| 9.69000 8817.90 Ductile Iron Fittings | | | 0670 641D500 2.000 EACH| 2813.34000 5626.68| 3080.00000 6160.00| 3391.11000 6782.22 Fire Hydrant | | | 0680 641I505 1.000 EACH| 523.33000 523.33| 750.00000 750.00| 817.51000 817.51 3/4 Inch Air Release Valve | | | 0690 641J516 2.000 EACH| 1441.62000 2883.24| 1210.00000 2420.00| 1332.22000 2664.44 6 Inch Gate Valve With Box | | | 0700 641J520 2.000 EACH| 2616.67000 5233.34| 2640.00000 5280.00| 2906.66000 5813.32 10 Inch Gate Valve With Box | | | 0710 641L500 22.000 CUYD| 719.14000 15821.08| 303.00000 6666.00| 333.06000 7327.32 Concrete for Water Mains (Thrust Blocks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -21 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 641O536 2.000 EACH| 5552.14000 11104.28| 5850.00000 11700.00| 6418.88000 12837.76 10 Inch x 10 Inch Tapping Valve And | | | Sleeve | | | 0730 641O545 1.000 EACH| 2063.83000 2063.83| 4070.00000 4070.00| 4481.10000 4481.10 12 Inch x 3 Inch Tapping Valve And | | | Sleeve | | | 0740 641P515 8.000 EACH| 565.88000 4527.04| 506.00000 4048.00| 557.11000 4456.88 3/4 Inch Service Tap | | | 0750 641Q510 5.000 EACH| 612.13000 3060.65| 523.00000 2615.00| 575.28000 2876.40 3/4 Inch Water Meter And Box Set | | | 0760 650A000 4783.000 CUYD| 8.39000 40129.37| 6.30000 30132.90| 7.89000 37737.87 Topsoil | | | 0770 652A100 10.000 ACRE| 898.92000 8989.20| 500.00000 5000.00| 1127.54000 11275.40 Seeding | | | 0780 652C000 15.000 ACRE| 119.86000 1797.90| 105.00000 1575.00| 112.75000 1691.25 Mowing | | | 0790 654A001 1622.000 SQYD| 4.79000 7769.38| 4.95000 8028.90| 5.64000 9148.08 Solid Sodding (Bermuda) | | | 0800 656A010 10.000 ACRE| 839.00000 8390.00| 440.00000 4400.00| 902.04000 9020.40 Mulching | | | 0810 659C001 2948.000 SQYD| 2.40000 7075.20| 1.79000 5276.92| 1.92000 5660.16 Erosion Control Product, Type S3 | | | 0820 659C002 3045.000 SQYD| 2.40000 7308.00| 1.79000 5450.55| 1.92000 5846.40 Erosion Control Product, Type S2 | | | 0830 665A000 10.000 ACRE| 839.00000 8390.00| 440.00000 4400.00| 845.66000 8456.60 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -22 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 665B001 30.000 TON | 41.95000 1258.50| 420.00000 12600.00| 451.02000 13530.60 Temporary Mulching | | | 0850 665I000 775.000 TON | 38.35000 29721.25| 27.30000 21157.50| 50.74000 39323.50 Temporary Riprap, Class 2 | | | 0860 665J002 3520.000 LF | 3.30000 11616.00| 3.00000 10560.00| 3.61000 12707.20 Silt Fence | | | 0870 665K000 840.000 CUYD| 10.79000 9063.60| 10.50000 8820.00| 10.15000 8526.00 Drainage Sump Excavation | | | 0880 665L000 425.000 LF | 14.38000 6111.50| 15.00000 6375.00| 20.39000 8665.75 Floating Basin Boom | | | 0890 665N000 1200.000 TON | 26.37000 31644.00| 23.10000 27720.00| 26.64000 31968.00 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0900 665O001 3520.000 LF | 0.60000 2112.00| 1.30000 4576.00| 1.35000 4752.00 Silt Fence Removal | | | 0910 665Q002 1600.000 LF | 5.99000 9584.00| 5.20000 8320.00| 9.02000 14432.00 Wattle | | | 0920 666A001 10.000 ACRE| 123.00000 1230.00| 44.00000 440.00| 112.75000 1127.50 Pest Control Treatment | | | 0930 680A001 LUMP| 41949.79000 41949.79| 50000.00000 50000.00| 89016.57000 89016.57 Geometric Controls | | | 0940 698A000 LUMP| 59928.28000 59928.28| 5000.00000 5000.00| 1.13000 1.13 Construction Fuel (Maximum Bid Limited | | | to $ 242,000.00) | | | 0950 701A227 2.000 MILE| 3318.15000 6636.30| 2860.00000 5720.00| 3117.08000 6234.16 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -23 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 701A230 2.000 MILE| 3318.15000 6636.30| 2860.00000 5720.00| 3117.08000 6234.16 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0970 701C001 4.000 MILE| 765.73000 3062.92| 660.00000 2640.00| 719.33000 2877.32 Solid Temporary Traffic Stripe | | | 0980 701C005 1.000 MILE| 7146.78000 7146.78| 6150.00000 6150.00| 6713.71000 6713.71 Solid Temporary Traffic Stripe (Tape) | | | 0990 701D005 1.000 MILE| 1914.32000 1914.32| 1650.00000 1650.00| 1798.31000 1798.31 Solid Traffic Stripe Removed | | | 1000 701D009 1.000 MILE| 1276.21000 1276.21| 1100.00000 1100.00| 1198.87000 1198.87 Solid Traffic Stripe Removed (Tape) | | | 1010 701G146 925.000 LF | 4.85000 4486.25| 4.18000 3866.50| 4.56000 4218.00 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1020 701G154 925.000 LF | 4.85000 4486.25| 4.18000 3866.50| 4.56000 4218.00 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1030 703A002 24.000 SQFT| 6.38000 153.12| 5.50000 132.00| 5.99000 143.76 Traffic Control Markings, Class 2, Type | | | A | | | 1040 703D001 48.000 SQFT| 2.55000 122.40| 2.20000 105.60| 2.40000 115.20 Temporary Traffic Control Markings | | | 1050 705A011 168.000 EACH| 6.38000 1071.84| 5.50000 924.00| 5.99000 1006.32 Pavement Markers, Class C, Type 1-A | | | 1060 705A023 84.000 EACH| 6.38000 535.92| 5.50000 462.00| 5.99000 503.16 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -24 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 705A037 42.000 EACH| 6.38000 267.96| 5.50000 231.00| 5.99000 251.58 Pavement Markers, Class A-H, Type 2-D | | | 1080 710A115 18.000 SQFT| 17.87000 321.66| 15.50000 279.00| 16.78000 302.04 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1090 710A126 6.000 SQFT| 22.97000 137.82| 17.60000 105.60| 21.58000 129.48 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 1100 710B021 42.000 LF | 12.76000 535.92| 8.80000 369.60| 9.59000 402.78 Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 1110 740B000 453.000 SQFT| 9.13000 4135.89| 7.15000 3238.95| 7.19000 3257.07 Construction Signs | | | 1120 740C000 32.000 SQFT| 9.13000 292.16| 7.15000 228.80| 7.19000 230.08 Special Construction Signs | | | 1130 740C002 10.000 SQFT| 9.13000 91.30| 7.15000 71.50| 7.19000 71.90 Special Construction Signs(Motorcycle | | | Plaque) | | | 1140 740D000 130.000 EACH| 60.86000 7911.80| 39.00000 5070.00| 47.96000 6234.80 Channelizing Drums | | | 1150 740E000 90.000 EACH| 22.82000 2053.80| 19.80000 1782.00| 21.58000 1942.20 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -25 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 08019 |( 6 ) 23025 |ALABAMA BRIDGE BUILDERS, IN |HIGHWAYS, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 740F002 4.000 EACH| 266.25000 1065.00| 204.00000 816.00| 215.80000 863.20 Barricades, Type III | | | 1170 740I002 2.000 EACH| 602.49000 1204.98| 275.00000 550.00| 299.72000 599.44 Warning Lights, Type B | | | 1180 740M001 90.000 EACH| 12.93000 1163.70| 11.00000 990.00| 11.99000 1079.10 Ballast For Cone | | | 1190 999 000 720.000 HOUR| 0.80000 576.00| 0.80000 576.00| 0.80000 576.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,639,556.08| $ 4,744,789.17| $ 4,780,042.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,639,556.08| $ 4,744,789.17| $ 4,780,042.09 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -26 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 40000.00000 40000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre) (Approx. 10 Acres) | | | | | | 0020 206A000 LUMP| 125000.00000 125000.00| 110000.00000 110000.00| 100000.00000 100000.00 Removal Of Old Bridge, Station 48+62.67 | | | 0030 206C010 116.000 SQYD| 9.50000 1102.00| 9.50000 1102.00| 10.50000 1218.00 Removing Concrete Driveway | | | 0040 206D000 175.000 LF | 9.00000 1575.00| 9.00000 1575.00| 9.95000 1741.25 Removing Pipe | | | 0050 206D001 378.000 LF | 2.10000 793.80| 2.10000 793.80| 2.32000 876.96 Removing Guardrail | | | 0060 206E000 10.000 EACH| 200.00000 2000.00| 200.00000 2000.00| 221.00000 2210.00 Removing Headwalls | | | 0070 206E008 4.000 EACH| 210.00000 840.00| 210.00000 840.00| 232.11000 928.44 Removing Guardrail End Anchor (All Type | | | 0080 210A000 63664.000 CUYD| 6.75000 429732.00| 6.75000 429732.00| 10.46000 665925.44 Unclassified Excavation | | | 0090 214A000 159.000 CUYD| 9.00000 1431.00| 9.00000 1431.00| 9.95000 1582.05 Structure Excavation | | | 0100 214B000 62.000 CUYD| 27.00000 1674.00| 27.00000 1674.00| 29.84000 1850.08 Foundation Backfill, Local | | | 0110 215A000 137.000 CUYD| 21.00000 2877.00| 34.00000 4658.00| 75.00000 10275.00 Unclassified Bridge Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -27 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 230A000 28.000 RBST| 290.00000 8120.00| 290.00000 8120.00| 320.53000 8974.84 Roadbed Processing | | | 0130 301A008 10777.000 SQYD| 6.00000 64662.00| 7.00000 75439.00| 7.74000 83413.98 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0140 301A011 104.000 SQYD| 6.00000 624.00| 9.00000 936.00| 9.95000 1034.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5.75" Compacted Thickness | | | 0150 305B078 20.000 TON | 32.00000 640.00| 32.00000 640.00| 35.37000 707.40 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0160 401A000 10777.000 SQYD| 1.50000 16165.50| 1.46000 15734.42| 1.69000 18213.13 Bituminous Treatment A | | | 0170 405A000 1304.000 GAL | 4.00000 5216.00| 6.00000 7824.00| 6.95000 9062.80 Tack Coat | | | 0180 407B000 2.000 MILE| 100.00000 200.00| 400.00000 800.00| 463.16000 926.32 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0190 408A052 3387.000 SQYD| 1.50000 5080.50| 4.25000 14394.75| 4.92000 16664.04 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0200 410H000 1.000 EACH| 10000.00000 10000.00| 5000.00000 5000.00| 5789.47000 5789.47 Material Remixing Device | | | 0210 424A360 1000.000 TON | 72.00000 72000.00| 103.00000 103000.00| 119.26000 119260.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -28 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 424B650 32.000 TON | 72.00000 2304.00| 115.00000 3680.00| 133.00000 4256.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0230 424B651 1270.000 TON | 58.00000 73660.00| 82.00000 104140.00| 94.95000 120586.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0240 424B658 310.000 TON | 72.00000 22320.00| 91.00000 28210.00| 105.37000 32664.70 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0250 424C360 1600.000 TON | 58.00000 92800.00| 77.00000 123200.00| 89.16000 142656.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0260 430B014 20.000 TON | 32.00000 640.00| 32.00000 640.00| 35.37000 707.40 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0270 450B000 107.000 SQYD| 315.00000 33705.00| 95.00000 10165.00| 150.00000 16050.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A000 137400.000 LB | 1.04000 142896.00| 0.87000 119538.00| 0.79000 108546.00 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -29 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 502B000 LUMP| 200225.00000 200225.00| 165000.00000 165000.00| 155000.00000 155000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 47+03.87, Approx. 189,800 lbs. | | | | | | 0300 506A008 17.000 LF | 300.00000 5100.00| 130.00000 2210.00| 350.00000 5950.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0310 506A010 48.000 LF | 450.00000 21600.00| 370.00000 17760.00| 550.00000 26400.00 Drilled Shaft Excavation, 6'-6" Diamete | | | 0320 506B003 12.000 LF | 1400.00000 16800.00| 750.00000 9000.00| 1600.00000 19200.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0330 506B008 60.000 LF | 2065.00000 123900.00| 2200.00000 132000.00| 2200.00000 132000.00 Special Drilled Shaft Excavation, 6'-6" | | | Diameter | | | 0340 506C022 29.000 LF | 90.00000 2610.00| 95.00000 2755.00| 590.00000 17110.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS2 Concrete | | | 0350 506C027 108.000 LF | 237.00000 25596.00| 225.00000 24300.00| 737.00000 79596.00 Drilled Shaft Construction, 6'-6" | | | Diameter, Class DS2 Concrete | | | 0360 506G002 1.000 EACH| 2100.00000 2100.00| 500.00000 500.00| 2300.00000 2300.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0370 506G007 1.000 EACH| 2500.00000 2500.00| 3000.00000 3000.00| 2800.00000 2800.00 Crosshole Sonic Logging, 6'-6" Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -30 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 508A000 9180.000 LB | 4.30000 39474.00| 4.50000 41310.00| 5.00000 45900.00 Structural Steel | | | 0390 510A000 523.000 CUYD| 792.00000 414216.00| 800.00000 418400.00| 635.00000 332105.00 Bridge Substructure Concrete, Class A | | | 0400 510C051 LUMP| 925000.00000 925000.00| 550000.00000 550000.00| 700000.00000 700000.00 Bridge Concrete Superstructure, Sta. | | | 47+03.87, Approx. 809 CY | | | 0410 510E000 2172.000 SQYD| 1.53000 3323.16| 2.29000 4973.88| 2.50000 5430.00 Grooving Concrete Bridge Decks | | | 0420 511A053 36.000 EACH| 336.90000 12128.40| 250.00000 9000.00| 500.00000 18000.00 Elastomeric Bearing Type 2 (Mark B4) | | | 0430 511A073 12.000 EACH| 1055.10000 12661.20| 735.00000 8820.00| 750.00000 9000.00 Elastomeric Bearing Type 4 (Mark VB4) | | | 0440 513B017 2735.000 LF | 253.10000 692228.50| 375.00000 1025625.00| 209.00000 571615.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0450 530B002 69.000 LF | 77.80000 5368.20| 77.00000 5313.00| 85.99000 5933.31 29" Span, 18" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0460 530B003 132.000 LF | 87.00000 11484.00| 87.00000 11484.00| 96.16000 12693.12 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0470 535A001 246.000 LF | 45.00000 11070.00| 45.00000 11070.00| 49.74000 12236.04 18" Side Drain Pipe | | | 0480 535B011 39.000 LF | 52.00000 2028.00| 52.00000 2028.00| 57.47000 2241.33 22" Span, 14" Rise Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -31 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 600A000 LUMP| 570000.00000 570000.00| 612000.00000 612000.00| 545000.00000 545000.00 Mobilization | | | 0500 602A000 27.000 EACH| 478.10000 12908.70| 300.00000 8100.00| 332.00000 8964.00 Right Of Way Markers | | | 0510 610C001 2369.000 TON | 27.00000 63963.00| 27.00000 63963.00| 30.00000 71070.00 Loose Riprap, Class 2 | | | 0520 610D003 11715.000 SQYD| 2.50000 29287.50| 2.50000 29287.50| 2.76000 32333.40 Filter Blanket, Geotextile | | | 0530 618B003 58.000 SQYD| 60.50000 3509.00| 60.50000 3509.00| 66.87000 3878.46 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0540 619A101 6.000 EACH| 900.00000 5400.00| 900.00000 5400.00| 995.00000 5970.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619B067 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 1879.00000 3758.00 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0560 619B116 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1326.32000 2652.64 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0570 619B400 2.000 EACH| 2500.00000 5000.00| 2500.00000 5000.00| 2763.00000 5526.00 36" Span, 23" Rise Side Drain Pipe End | | | Treatment, Class 2 (Double Line) | | | 0580 630A001 450.000 LF | 16.50000 7425.00| 16.50000 7425.00| 18.24000 8208.00 Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -32 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0590 630C003 4.000 EACH| 1650.00000 6600.00| 1650.00000 6600.00| 1823.68000 7294.72 Guardrail End Anchor, Type 13 | | | 0600 630C050 4.000 EACH| 2800.00000 11200.00| 2800.00000 11200.00| 3094.74000 12378.96 Guardrail End Anchor, Type 20 Series | | | 0610 641A512 455.000 LF | 15.00000 6825.00| 15.00000 6825.00| 16.58000 7543.90 3/4 Inch Copper Water Service Line Laid | | | 0620 641A612 80.000 LF | 28.17000 2253.60| 28.17000 2253.60| 31.14000 2491.20 6 Inch Ductile Iron Water Main Laid | | | 0630 641A616 695.000 LF | 37.79000 26264.05| 37.79000 26264.05| 42.00000 29190.00 10 Inch Ductile Iron Water Main Laid | | | 0640 641A688 636.000 LF | 145.79000 92722.44| 145.79000 92722.44| 161.00000 102396.00 12 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0650 641A750 1941.000 LF | 23.93000 46448.13| 22.64000 43944.24| 25.00000 48525.00 10 Inch P.V.C. Water Main Laid | | | 0660 641C500 910.000 LB | 6.85000 6233.50| 6.85000 6233.50| 8.00000 7280.00 Ductile Iron Fittings | | | 0670 641D500 2.000 EACH| 2347.26000 4694.52| 2551.47000 5102.94| 2594.00000 5188.00 Fire Hydrant | | | 0680 641I505 1.000 EACH| 436.63000 436.63| 436.63000 436.63| 483.00000 483.00 3/4 Inch Air Release Valve | | | 0690 641J516 2.000 EACH| 1202.79000 2405.58| 1202.79000 2405.58| 1329.00000 2658.00 6 Inch Gate Valve With Box | | | 0700 641J520 2.000 EACH| 2183.17000 4366.34| 2183.17000 4366.34| 2413.00000 4826.00 10 Inch Gate Valve With Box | | | 0710 641L500 22.000 CUYD| 600.00000 13200.00| 600.00000 13200.00| 663.16000 14589.52 Concrete for Water Mains (Thrust Blocks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -33 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 641O536 2.000 EACH| 4632.32000 9264.64| 4632.32000 9264.64| 5119.93000 10239.86 10 Inch x 10 Inch Tapping Valve And | | | Sleeve | | | 0730 641O545 1.000 EACH| 1721.92000 1721.92| 1721.92000 1721.92| 1903.00000 1903.00 12 Inch x 3 Inch Tapping Valve And | | | Sleeve | | | 0740 641P515 8.000 EACH| 472.13000 3777.04| 472.13000 3777.04| 522.00000 4176.00 3/4 Inch Service Tap | | | 0750 641Q510 5.000 EACH| 510.72000 2553.60| 510.72000 2553.60| 564.00000 2820.00 3/4 Inch Water Meter And Box Set | | | 0760 650A000 4783.000 CUYD| 7.00000 33481.00| 7.00000 33481.00| 7.74000 37020.42 Topsoil | | | 0770 652A100 10.000 ACRE| 600.00000 6000.00| 750.00000 7500.00| 829.00000 8290.00 Seeding | | | 0780 652C000 15.000 ACRE| 175.00000 2625.00| 100.00000 1500.00| 111.00000 1665.00 Mowing | | | 0790 654A001 1622.000 SQYD| 4.00000 6488.00| 4.00000 6488.00| 4.42000 7169.24 Solid Sodding (Bermuda) | | | 0800 656A010 10.000 ACRE| 600.00000 6000.00| 700.00000 7000.00| 774.00000 7740.00 Mulching | | | 0810 659C001 2948.000 SQYD| 2.00000 5896.00| 2.00000 5896.00| 2.21000 6515.08 Erosion Control Product, Type S3 | | | 0820 659C002 3045.000 SQYD| 2.00000 6090.00| 2.00000 6090.00| 2.21000 6729.45 Erosion Control Product, Type S2 | | | 0830 665A000 10.000 ACRE| 200.00000 2000.00| 700.00000 7000.00| 774.00000 7740.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -34 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 665B001 30.000 TON | 300.00000 9000.00| 35.00000 1050.00| 38.68000 1160.40 Temporary Mulching | | | 0850 665I000 775.000 TON | 32.00000 24800.00| 32.00000 24800.00| 35.37000 27411.75 Temporary Riprap, Class 2 | | | 0860 665J002 3520.000 LF | 2.75000 9680.00| 2.75000 9680.00| 3.04000 10700.80 Silt Fence | | | 0870 665K000 840.000 CUYD| 9.00000 7560.00| 9.00000 7560.00| 9.95000 8358.00 Drainage Sump Excavation | | | 0880 665L000 425.000 LF | 12.00000 5100.00| 12.00000 5100.00| 13.26000 5635.50 Floating Basin Boom | | | 0890 665N000 1200.000 TON | 22.00000 26400.00| 22.00000 26400.00| 24.32000 29184.00 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0900 665O001 3520.000 LF | 0.50000 1760.00| 0.50000 1760.00| 0.55000 1936.00 Silt Fence Removal | | | 0910 665Q002 1600.000 LF | 5.00000 8000.00| 0.50000 800.00| 0.55000 880.00 Wattle | | | 0920 666A001 10.000 ACRE| 100.00000 1000.00| 100.00000 1000.00| 30.00000 300.00 Pest Control Treatment | | | 0930 680A001 LUMP| 23038.00000 23038.00| 40000.00000 40000.00| 25000.00000 25000.00 Geometric Controls | | | 0940 698A000 LUMP| 1.00000 1.00| 1.00000 1.00| 84000.00000 84000.00 Construction Fuel (Maximum Bid Limited | | | to $ 242,000.00) | | | 0950 701A227 2.000 MILE| 3000.00000 6000.00| 2600.00000 5200.00| 3011.00000 6022.00 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -35 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0960 701A230 2.000 MILE| 3000.00000 6000.00| 2600.00000 5200.00| 3011.00000 6022.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0970 701C001 4.000 MILE| 600.00000 2400.00| 600.00000 2400.00| 695.00000 2780.00 Solid Temporary Traffic Stripe | | | 0980 701C005 1.000 MILE| 7920.00000 7920.00| 5600.00000 5600.00| 6484.00000 6484.00 Solid Temporary Traffic Stripe (Tape) | | | 0990 701D005 1.000 MILE| 2500.00000 2500.00| 1500.00000 1500.00| 1737.00000 1737.00 Solid Traffic Stripe Removed | | | 1000 701D009 1.000 MILE| 2500.00000 2500.00| 1000.00000 1000.00| 1158.00000 1158.00 Solid Traffic Stripe Removed (Tape) | | | 1010 701G146 925.000 LF | 4.00000 3700.00| 3.80000 3515.00| 4.40000 4070.00 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1020 701G154 925.000 LF | 4.00000 3700.00| 3.80000 3515.00| 4.40000 4070.00 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1030 703A002 24.000 SQFT| 8.00000 192.00| 5.00000 120.00| 5.79000 138.96 Traffic Control Markings, Class 2, Type | | | A | | | 1040 703D001 48.000 SQFT| 2.00000 96.00| 2.00000 96.00| 2.32000 111.36 Temporary Traffic Control Markings | | | 1050 705A011 168.000 EACH| 4.00000 672.00| 5.00000 840.00| 5.79000 972.72 Pavement Markers, Class C, Type 1-A | | | 1060 705A023 84.000 EACH| 4.00000 336.00| 5.00000 420.00| 5.79000 486.36 Pavement Markers, Class C, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -36 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 705A037 42.000 EACH| 4.00000 168.00| 5.00000 210.00| 5.79000 243.18 Pavement Markers, Class A-H, Type 2-D | | | 1080 710A115 18.000 SQFT| 16.00000 288.00| 20.00000 360.00| 16.21000 291.78 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1090 710A126 6.000 SQFT| 17.00000 102.00| 20.00000 120.00| 18.53000 111.18 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 1100 710B021 42.000 LF | 7.50000 315.00| 12.00000 504.00| 9.26000 388.92 Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 1110 740B000 453.000 SQFT| 6.00000 2718.00| 6.00000 2718.00| 6.95000 3148.35 Construction Signs | | | 1120 740C000 32.000 SQFT| 6.00000 192.00| 6.00000 192.00| 6.95000 222.40 Special Construction Signs | | | 1130 740C002 10.000 SQFT| 6.00000 60.00| 6.00000 60.00| 6.95000 69.50 Special Construction Signs(Motorcycle | | | Plaque) | | | 1140 740D000 130.000 EACH| 30.00000 3900.00| 30.00000 3900.00| 46.00000 5980.00 Channelizing Drums | | | 1150 740E000 90.000 EACH| 13.00000 1170.00| 20.00000 1800.00| 21.00000 1890.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 022 -37 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130125022 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 7 ) 08091 |( 8 ) 10016 |( 9 ) 04008 |HRI BRIDGE CORP. |JONES BROS., INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 740F002 4.000 EACH| 165.00000 660.00| 165.00000 660.00| 208.00000 832.00 Barricades, Type III | | | 1170 740I002 2.000 EACH| 215.00000 430.00| 215.00000 430.00| 289.00000 578.00 Warning Lights, Type B | | | 1180 740M001 90.000 EACH| 9.00000 810.00| 10.00000 900.00| 11.58000 1042.20 Ballast For Cone | | | 1190 999 000 720.000 HOUR| 0.80000 576.00| 0.80000 576.00| 0.80000 576.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,864,054.45| $ 4,874,113.87| $ 4,949,835.61 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,864,054.45| $ 4,874,113.87| $ 4,949,835.61 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20130125024 COUNTIES : WASHINGTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BRZ-6500(209) for constructing the Bridge Replacement (Precast) on CR-28 over Bull Hall Creek Northeast of Hobson. Length 0.025 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 389,047.75 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 418,390.13 107.5421% 3 14008 NEWELL & BUSH, INC. $ 442,260.65 113.6777% 4 07050 GULF EQUIPMENT CORPORATION $ 470,702.71 120.9884% 5 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 511,853.30 131.5657% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20130125024 COUNTIES : WASHINGTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 14008 |F & W CONSTRUCTION COMPANY, |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 Roadway | | | 0010 206A000 LUMP| 45000.00000 45000.00| 56880.00000 56880.00| 30000.00000 30000.00 Removal Of Old Bridge, Station 10+00.00 | | | 0020 210A000 200.000 CUYD| 3.00000 600.00| 3.00000 600.00| 8.50000 1700.00 Unclassified Excavation | | | 0030 502A001 120.000 LB | 3.00000 360.00| 2.00000 240.00| 10.00000 1200.00 Steel Reinforcement (Grade 60) | | | 0040 505A002 2.000 EACH| 3000.00000 6000.00| 2000.00000 4000.00| 2750.00000 5500.00 Steel Test Piles (HP 12x53) | | | 0050 505B057 2.000 EACH| 1000.00000 2000.00| 2000.00000 4000.00| 2000.00000 4000.00 Static Loading Tests (HP 12x53) | | | 0060 505B087 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 500.00000 1000.00 Dynamic Loading Tests (HP 12x53) | | | 0070 505M002 1067.000 LF | 35.00000 37345.00| 40.00000 42680.00| 49.95000 53296.65 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0080 507A000 2.000 EACH| 3500.00000 7000.00| 2400.00000 4800.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0090 510A000 21.000 CUYD| 700.00000 14700.00| 750.00000 15750.00| 580.00000 12180.00 Bridge Substructure Concrete, Class A | | | 0100 511A000 55.000 EACH| 100.00000 5500.00| 100.00000 5500.00| 225.00000 12375.00 Elastomeric Bearing Type 1 | | | 0110 512A014 2.000 EACH| 3500.00000 7000.00| 3230.00000 6460.00| 4000.00000 8000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20130125024 COUNTIES : WASHINGTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 14008 |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 512B004 3.000 EACH| 3500.00000 10500.00| 3725.00000 11175.00| 4300.00000 12900.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0130 512C004 24.000 EACH| 3500.00000 84000.00| 3325.00000 79800.00| 3600.00000 86400.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0140 512C007 8.000 EACH| 3700.00000 29600.00| 3450.00000 27600.00| 4000.00000 32000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long | | | 0150 512D002 4.000 EACH| 3700.00000 14800.00| 3690.00000 14760.00| 4800.00000 19200.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0160 512D005 4.000 EACH| 3700.00000 14800.00| 3660.00000 14640.00| 4800.00000 19200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0170 512E021 8.000 EACH| 600.00000 4800.00| 735.00000 5880.00| 1200.00000 9600.00 Precast Concrete Abutment Panels, Type | | | A6 | | | 0180 512F008 4.000 EACH| 800.00000 3200.00| 1265.00000 5060.00| 1800.00000 7200.00 Precast Concrete Wing Panels, Type W6 | | | 0190 512G000 4.000 EACH| 500.00000 2000.00| 415.00000 1660.00| 750.00000 3000.00 Precast Concrete Abutment Wing Cap | | | Panels | | | 0200 600A000 LUMP| 38000.00000 38000.00| 44479.38000 44479.38| 60000.00000 60000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20130125024 COUNTIES : WASHINGTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13021 |( 3 ) 14008 |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 610C001 564.000 TON | 50.00000 28200.00| 47.50000 26790.00| 45.00000 25380.00 Loose Riprap, Class 2 | | | 0220 610D003 604.000 SQYD| 5.00000 3020.00| 2.50000 1510.00| 3.00000 1812.00 Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2200.00000 8800.00 Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2200.00000 8800.00 Guardrail End Anchor, Type 20 Series | | | 0250 665F000 60.000 EACH| 5.00000 300.00| 5.05000 303.00| 9.00000 540.00 Hay Bales | | | 0260 665J002 735.000 LF | 4.25000 3123.75| 4.25000 3123.75| 5.00000 3675.00 Silt Fence | | | 0270 680A001 LUMP| 3000.00000 3000.00| 4500.00000 4500.00| 2500.00000 2500.00 Geometric Controls | | | 0280 698A000 LUMP| 3000.00000 3000.00| 15000.00000 15000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 18,400.00). | | | 0290 740B000 154.000 SQFT| 6.00000 924.00| 6.00000 924.00| 13.00000 2002.00 Construction Signs | | | 0300 740F002 10.000 EACH| 165.00000 1650.00| 165.00000 1650.00| 300.00000 3000.00 Barricades, Type III | | | 0310 740I002 5.000 EACH| 125.00000 625.00| 125.00000 625.00| 400.00000 2000.00 Warning Lights, Type B | | | SECTION TOTALS | $ 389,047.75| $ 418,390.13| $ 442,260.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 389,047.75| $ 418,390.13| $ 442,260.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 024 -5 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20130125024 COUNTIES : WASHINGTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 07050 |( 5 ) 23056 |( ) |GULF EQUIPMENT CORPORATION |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 206A000 LUMP| 21122.08000 21122.08| 53599.00000 53599.00| Removal Of Old Bridge, Station 10+00.00 | | | 0020 210A000 200.000 CUYD| 24.62000 4924.00| 20.78000 4156.00| Unclassified Excavation | | | 0030 502A001 120.000 LB | 6.14000 736.80| 20.00000 2400.00| Steel Reinforcement (Grade 60) | | | 0040 505A002 2.000 EACH| 4561.10000 9122.20| 18410.00000 36820.00| Steel Test Piles (HP 12x53) | | | 0050 505B057 2.000 EACH| 2547.37000 5094.74| 4602.00000 9204.00| Static Loading Tests (HP 12x53) | | | 0060 505B087 2.000 EACH| 2547.37000 5094.74| 4030.00000 8060.00| Dynamic Loading Tests (HP 12x53) | | | 0070 505M002 1067.000 LF | 58.75000 62686.25| 62.15000 66314.05| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0080 507A000 2.000 EACH| 2672.45000 5344.90| 3642.00000 7284.00| Wire Rope Abutment Anchor Assembly | | | 0090 510A000 21.000 CUYD| 428.25000 8993.25| 1045.00000 21945.00| Bridge Substructure Concrete, Class A | | | 0100 511A000 55.000 EACH| 118.17000 6499.35| 116.00000 6380.00| Elastomeric Bearing Type 1 | | | 0110 512A014 2.000 EACH| 3883.04000 7766.08| 4485.00000 8970.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 024 -6 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20130125024 COUNTIES : WASHINGTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 07050 |( 5 ) 23056 |( ) |GULF EQUIPMENT CORPORATION |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 512B004 3.000 EACH| 4327.67000 12983.01| 5000.00000 15000.00| Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0130 512C004 24.000 EACH| 3952.32000 94855.68| 3420.00000 82080.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0140 512C007 8.000 EACH| 3845.99000 30767.92| 3540.00000 28320.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long | | | 0150 512D002 4.000 EACH| 4149.36000 16597.44| 3900.00000 15600.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0160 512D005 4.000 EACH| 4064.83000 16259.32| 3930.00000 15720.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0170 512E021 8.000 EACH| 1407.46000 11259.68| 1590.00000 12720.00| Precast Concrete Abutment Panels, Type | | | A6 | | | 0180 512F008 4.000 EACH| 2001.46000 8005.84| 2105.00000 8420.00| Precast Concrete Wing Panels, Type W6 | | | 0190 512G000 4.000 EACH| 1236.10000 4944.40| 1280.00000 5120.00| Precast Concrete Abutment Wing Cap | | | Panels | | | 0200 600A000 LUMP| 73408.67000 73408.67| 37361.00000 37361.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 024 -7 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20130125024 COUNTIES : WASHINGTON LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 07050 |( 5 ) 23056 |( ) |GULF EQUIPMENT CORPORATION |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 610C001 564.000 TON | 49.96000 28177.44| 51.00000 28764.00| Loose Riprap, Class 2 | | | 0220 610D003 604.000 SQYD| 7.02000 4240.08| 3.25000 1963.00| Filter Blanket, Geotextile | | | 0230 630C003 4.000 EACH| 2315.79000 9263.16| 1800.00000 7200.00| Guardrail End Anchor, Type 13 | | | 0240 630C050 4.000 EACH| 2315.79000 9263.16| 2670.00000 10680.00| Guardrail End Anchor, Type 20 Series | | | 0250 665F000 60.000 EACH| 14.08000 844.80| 17.00000 1020.00| Hay Bales | | | 0260 665J002 735.000 LF | 5.35000 3932.25| 4.15000 3050.25| Silt Fence | | | 0270 680A001 LUMP| 2531.16000 2531.16| 10500.00000 10500.00| Geometric Controls | | | 0280 698A000 LUMP| 1000.00000 1000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 18,400.00). | | | 0290 740B000 154.000 SQFT| 9.84000 1515.36| 7.00000 1078.00| Construction Signs | | | 0300 740F002 10.000 EACH| 255.36000 2553.60| 90.00000 900.00| Barricades, Type III | | | 0310 740I002 5.000 EACH| 183.07000 915.35| 245.00000 1225.00| Warning Lights, Type B | | | SECTION TOTALS | $ 470,702.71| $ 511,853.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 470,702.71| $ 511,853.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20130125028 COUNTIES : CLARKE LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : DE-A198(927) for constructing the Lighting Improvements on US-43 in Thomasville. Length 0.920 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 19060 STONE ELECTRIC COMPANY, INC. $ 304,416.41 100.0000% 2 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 343,987.60 112.9990% 3 20003 TEMPLE ELECTRIC COMPANY, INC. $ 373,380.00 122.6544% 4 23086 WEBSTER ELECTRIC COMPANY OF MISSISSIPPI, INC $ 376,753.64 123.7626% 5 02057 BAGBY & RUSSELL ELECTRIC COMPANY, INC. $ 390,070.06 128.1370% 6 13102 MOODY'S ELECTRIC, INC. $ 405,954.00 133.3548% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20130125028 COUNTIES : CLARKE LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 19060 |( 2 ) 19083 |( 3 ) 20003 |STONE ELECTRIC COMPANY, INC |STONE & SONS ELECTRICAL CON |TEMPLE ELECTRIC COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 4600.00000 4600.00| 12200.00000 12200.00| 20000.00000 20000.00 Mobilization | | | 0020 665F000 50.000 EACH| 8.37000 418.50| 7.00000 350.00| 5.00000 250.00 Hay Bales | | | 0030 665J002 500.000 LF | 5.80000 2900.00| 2.32000 1160.00| 1.00000 500.00 Silt Fence | | | 0040 665O001 500.000 LF | 2.87000 1435.00| 0.69000 345.00| 0.50000 250.00 Silt Fence Removal | | | 0050 680A001 LUMP| 1500.00000 1500.00| 6488.00000 6488.00| 2800.00000 2800.00 Geometric Controls | | | 0060 698A000 LUMP| 100.00000 100.00| 350.00000 350.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 15,000.00) | | | 0070 740B000 333.000 SQFT| 12.73000 4239.09| 10.20000 3396.60| 10.00000 3330.00 Construction Signs | | | 0080 740D000 100.000 EACH| 38.48000 3848.00| 44.00000 4400.00| 30.00000 3000.00 Channelizing Drums | | | 0090 741C010 1.000 EACH| 1591.82000 1591.82| 2717.50000 2717.50| 2250.00000 2250.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0100 750Z220 LUMP| 283784.00000 283784.00| 312580.50000 312580.50| 341000.00000 341000.00 Roadway Lighting | | | SECTION TOTALS | $ 304,416.41| $ 343,987.60| $ 373,380.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 304,416.41| $ 343,987.60| $ 373,380.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20130125028 COUNTIES : CLARKE LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 23086 |( 5 ) 02057 |( 6 ) 13102 |WEBSTER ELECTRIC COMPANY OF |BAGBY & RUSSELL ELECTRIC CO |MOODY'S ELECTRIC, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 18240.00000 18240.00| 3000.00000 3000.00| 7000.00000 7000.00 Mobilization | | | 0020 665F000 50.000 EACH| 7.50000 375.00| 8.00000 400.00| 5.50000 275.00 Hay Bales | | | 0030 665J002 500.000 LF | 4.00000 2000.00| 5.00000 2500.00| 3.13000 1565.00 Silt Fence | | | 0040 665O001 500.000 LF | 1.00000 500.00| 1.00000 500.00| 1.88000 940.00 Silt Fence Removal | | | 0050 680A001 LUMP| 3480.00000 3480.00| 6000.00000 6000.00| 17500.00000 17500.00 Geometric Controls | | | 0060 698A000 LUMP| 0.00000 0.00| 5000.00000 5000.00| 5250.00000 5250.00 Construction Fuel (Maximum Bid Limited | | | to $ 15,000.00) | | | 0070 740B000 333.000 SQFT| 8.08000 2690.64| 10.29000 3426.57| 10.00000 3330.00 Construction Signs | | | 0080 740D000 100.000 EACH| 37.30000 3730.00| 60.00000 6000.00| 56.25000 5625.00 Channelizing Drums | | | 0090 741C010 1.000 EACH| 1500.00000 1500.00| 6480.00000 6480.00| 2500.00000 2500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0100 750Z220 LUMP| 344238.00000 344238.00| 356763.49000 356763.49| 361969.00000 361969.00 Roadway Lighting | | | SECTION TOTALS | $ 376,753.64| $ 390,070.06| $ 405,954.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 376,753.64| $ 390,070.06| $ 405,954.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20130125031 COUNTIES : ESCAMBIA LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ERPR-8930(900) for constructing the Permanent Slope Repair on CR-27 (Robinson Road) approximately 0.9 miles northwest of Sardis Church Road northeast of Robinsonville. Length 0.056 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01106 ARRINGTON CURB & EXCAVATION, INC. $ 63,900.00 100.0000% 2 10026 JRD CONTRACTING, INC. $ 68,582.00 107.3271% 3 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 72,704.27 113.7782% 4 03127 CTS CONSTRUCTION COMPANY, INC. $ 76,560.00 119.8122% 5 19098 SUNSET CONTRACTING, INC. $ 78,304.00 122.5415% 6 19142 SOUTHERN LAND DEVELOPMENT, L.L.C. $ 79,140.00 123.8498% 7 03047 CARTER'S CONTRACTING SERVICES, INC. $ 81,992.11 128.3132% 8 16048 WALKER PATTON COMPANY, INC. $ 83,661.50 130.9257% 9 18066 REMEDIAL SERVICES, INC. $ 85,589.19 133.9424% 10 08094 H & S WELDING & CONSTRUCTION COMPANY, INC. $ 86,760.00 135.7746% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20130125031 COUNTIES : ESCAMBIA LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01106 |( 2 ) 10026 |( 3 ) 23056 |ARRINGTON CURB & EXCAVATION |JRD CONTRACTING, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLOPE STABILIZATION | | | 0010 201A002 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approx. 1 acre) | | | | | | 0020 210D023 407.000 CUYD| 13.00000 5291.00| 10.00000 4070.00| 13.22000 5380.54 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0030 530A101 24.000 LF | 19.42000 466.08| 175.00000 4200.00| 45.14000 1083.36 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0040 600A000 LUMP| 500.00000 500.00| 5000.00000 5000.00| 8000.00000 8000.00 Mobilization | | | 0050 610C001 900.000 TON | 50.00000 45000.00| 47.80000 43020.00| 48.64000 43776.00 Loose Riprap, Class 2 | | | 0060 610D003 933.000 SQYD| 4.13000 3853.29| 2.00000 1866.00| 3.39000 3162.87 Filter Blanket, Geotextile | | | 0070 652A100 1.000 ACRE| 500.00000 500.00| 1000.00000 1000.00| 100.00000 100.00 Seeding | | | 0080 656A010 1.000 ACRE| 500.00000 500.00| 1000.00000 1000.00| 100.00000 100.00 Mulching | | | 0090 665F000 20.000 EACH| 2.50000 50.00| 10.00000 200.00| 14.44000 288.80 Hay Bales | | | 0100 665J002 300.000 LF | 2.50000 750.00| 2.00000 600.00| 4.09000 1227.00 Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20130125031 COUNTIES : ESCAMBIA LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01106 |( 2 ) 10026 |( 3 ) 23056 |ARRINGTON CURB & EXCAVATION |JRD CONTRACTING, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 665O001 300.000 LF | 1.00000 300.00| 1.00000 300.00| 1.73000 519.00 Silt Fence Removal | | | 0120 680A001 LUMP| 998.69000 998.69| 2500.00000 2500.00| 4265.00000 4265.00 Geometric Controls | | | 0130 698A000 LUMP| 2000.00000 2000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 3,700.00) | | | 0140 740B000 96.000 SQFT| 14.64000 1405.44| 6.00000 576.00| 8.35000 801.60 Construction Signs | | | 0150 740E000 10.000 EACH| 28.55000 285.50| 25.00000 250.00| 0.01000 0.10 Cones (36 Inches High) | | | SECTION TOTALS | $ 63,900.00| $ 68,582.00| $ 72,704.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 63,900.00| $ 68,582.00| $ 72,704.27 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20130125031 COUNTIES : ESCAMBIA LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 03127 |( 5 ) 19098 |( 6 ) 19142 |CTS CONSTRUCTION COMPANY, I |SUNSET CONTRACTING, INC. |SOUTHERN LAND DEVELOPMENT, L.L. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLOPE STABILIZATION | | | 0010 201A002 LUMP| 4000.00000 4000.00| 3850.45000 3850.45| 3500.00000 3500.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approx. 1 acre) | | | | | | 0020 210D023 407.000 CUYD| 18.00000 7326.00| 17.16000 6984.12| 12.00000 4884.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0030 530A101 24.000 LF | 75.00000 1800.00| 64.87000 1556.88| 80.00000 1920.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0040 600A000 LUMP| 7500.00000 7500.00| 6061.45000 6061.45| 5500.00000 5500.00 Mobilization | | | 0050 610C001 900.000 TON | 55.00000 49500.00| 56.25000 50625.00| 55.00000 49500.00 Loose Riprap, Class 2 | | | 0060 610D003 933.000 SQYD| 2.00000 1866.00| 3.35000 3125.55| 2.00000 1866.00 Filter Blanket, Geotextile | | | 0070 652A100 1.000 ACRE| 750.00000 750.00| 892.86000 892.86| 1200.00000 1200.00 Seeding | | | 0080 656A010 1.000 ACRE| 550.00000 550.00| 892.86000 892.86| 800.00000 800.00 Mulching | | | 0090 665F000 20.000 EACH| 5.00000 100.00| 9.82000 196.40| 10.00000 200.00 Hay Bales | | | 0100 665J002 300.000 LF | 3.50000 1050.00| 3.68000 1104.00| 5.00000 1500.00 Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20130125031 COUNTIES : ESCAMBIA LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 03127 |( 5 ) 19098 |( 6 ) 19142 |CTS CONSTRUCTION COMPANY, I |SUNSET CONTRACTING, INC. |SOUTHERN LAND DEVELOPMENT, L.L. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 665O001 300.000 LF | 0.50000 150.00| 1.67000 501.00| 1.00000 300.00 Silt Fence Removal | | | 0120 680A001 LUMP| 1000.00000 1000.00| 1339.29000 1339.29| 3500.00000 3500.00 Geometric Controls | | | 0130 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 3500.00000 3500.00 Construction Fuel (Maximum Bid Limited | | | to $ 3,700.00) | | | 0140 740B000 96.000 SQFT| 8.00000 768.00| 10.44000 1002.24| 10.00000 960.00 Construction Signs | | | 0150 740E000 10.000 EACH| 20.00000 200.00| 17.19000 171.90| 1.00000 10.00 Cones (36 Inches High) | | | SECTION TOTALS | $ 76,560.00| $ 78,304.00| $ 79,140.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 76,560.00| $ 78,304.00| $ 79,140.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 031 -6 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20130125031 COUNTIES : ESCAMBIA LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 03047 |( 8 ) 16048 |( 9 ) 18066 |CARTER'S CONTRACTING SERVIC |WALKER PATTON COMPANY, INC. |REMEDIAL SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLOPE STABILIZATION | | | 0010 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| 3999.99000 3999.99 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approx. 1 acre) | | | | | | 0020 210D023 407.000 CUYD| 17.98000 7317.86| 10.00000 4070.00| 14.51000 5905.57 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0030 530A101 24.000 LF | 80.00000 1920.00| 100.00000 2400.00| 78.34000 1880.16 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0040 600A000 LUMP| 13300.00000 13300.00| 7300.00000 7300.00| 8566.12000 8566.12 Mobilization | | | 0050 610C001 900.000 TON | 50.00000 45000.00| 65.00000 58500.00| 56.68000 51012.00 Loose Riprap, Class 2 | | | 0060 610D003 933.000 SQYD| 2.25000 2099.25| 2.50000 2332.50| 3.37000 3144.21 Filter Blanket, Geotextile | | | 0070 652A100 1.000 ACRE| 1000.00000 1000.00| 50.00000 50.00| 962.56000 962.56 Seeding | | | 0080 656A010 1.000 ACRE| 1000.00000 1000.00| 50.00000 50.00| 962.56000 962.56 Mulching | | | 0090 665F000 20.000 EACH| 4.00000 80.00| 6.00000 120.00| 8.56000 171.20 Hay Bales | | | 0100 665J002 300.000 LF | 2.50000 750.00| 4.25000 1275.00| 3.74000 1122.00 Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 031 -7 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20130125031 COUNTIES : ESCAMBIA LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 7 ) 03047 |( 8 ) 16048 |( 9 ) 18066 |CARTER'S CONTRACTING SERVIC |WALKER PATTON COMPANY, INC. |REMEDIAL SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 665O001 300.000 LF | 1.00000 300.00| 1.00000 300.00| 1.34000 402.00 Silt Fence Removal | | | 0120 680A001 LUMP| 4000.00000 4000.00| 500.00000 500.00| 3208.54000 3208.54 Geometric Controls | | | 0130 698A000 LUMP| 1.00000 1.00| 1600.00000 1600.00| 3208.54000 3208.54 Construction Fuel (Maximum Bid Limited | | | to $ 3,700.00) | | | 0140 740B000 96.000 SQFT| 11.50000 1104.00| 9.00000 864.00| 9.09000 872.64 Construction Signs | | | 0150 740E000 10.000 EACH| 12.00000 120.00| 30.00000 300.00| 17.11000 171.10 Cones (36 Inches High) | | | SECTION TOTALS | $ 81,992.11| $ 83,661.50| $ 85,589.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 81,992.11| $ 83,661.50| $ 85,589.19 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 031 -8 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20130125031 COUNTIES : ESCAMBIA LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 08094 |( ) |( ) |H & S WELDING & CONSTRUCTIO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SLOPE STABILIZATION | | | 0010 201A002 LUMP| 2500.00000 2500.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approx. 1 acre) | | | | | | 0020 210D023 407.000 CUYD| 18.00000 7326.00| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0030 530A101 24.000 LF | 42.15000 1011.60| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0040 600A000 LUMP| 11500.00000 11500.00| | Mobilization | | | 0050 610C001 900.000 TON | 57.22000 51498.00| | Loose Riprap, Class 2 | | | 0060 610D003 933.000 SQYD| 2.80000 2612.40| | Filter Blanket, Geotextile | | | 0070 652A100 1.000 ACRE| 600.00000 600.00| | Seeding | | | 0080 656A010 1.000 ACRE| 600.00000 600.00| | Mulching | | | 0090 665F000 20.000 EACH| 4.15000 83.00| | Hay Bales | | | 0100 665J002 300.000 LF | 4.75000 1425.00| | Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 031 -9 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20130125031 COUNTIES : ESCAMBIA LETTING DATE : 01/25/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 10 ) 08094 |( ) |( ) |H & S WELDING & CONSTRUCTIO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 665O001 300.000 LF | 2.15000 645.00| | Silt Fence Removal | | | 0120 680A001 LUMP| 2200.00000 2200.00| | Geometric Controls | | | 0130 698A000 LUMP| 3100.00000 3100.00| | Construction Fuel (Maximum Bid Limited | | | to $ 3,700.00) | | | 0140 740B000 96.000 SQFT| 15.25000 1464.00| | Construction Signs | | | 0150 740E000 10.000 EACH| 19.50000 195.00| | Cones (36 Inches High) | | | SECTION TOTALS | $ 86,760.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 86,760.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20130125032 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ERPR-8940(915) for constructing the Slide Repair on SR-6 (US-82) 0.7 miles west of Box Creek west of Tuscaloosa. Length 0.217 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20050 TOMLIN CONSTRUCTION, LLC $ 1,314,364.00 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 1,370,919.19 104.3029% 3 03104 CARCEL & G. CONSTRUCTION, LLC $ 1,532,685.57 116.6104% 4 03540 CHILTON CONTRACTORS, INC. $ 1,563,250.00 118.9359% 5 14007 W. S. NEWELL & SONS, INC. $ 1,678,071.65 127.6718% 6 08614 HOLLIDAY CONSTRUCTION, LLC $ 1,699,917.85 129.3339% 7 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 2,077,087.85 158.0299% 8 22005 VETERANS LANDSCAPING COMPANY, INC. $ 3,063,914.45 233.1100% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130125032 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 14001 |( 3 ) 03104 |TOMLIN CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. |CARCEL & G. 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| 32000.00000 32000.00| 32000.00000 32000.00| 32000.00000 32000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre)(Approximately 8 Acres) | | | | | | 0020 206C003 35.000 SQYD| 10.00000 350.00| 15.00000 525.00| 25.00000 875.00 Removing Concrete Flumes | | | 0030 210A000 181103.000 CUYD| 3.50000 633860.50| 3.12000 565041.36| 1.75000 316930.25 Unclassified Excavation | | | 0040 305B071 865.000 TON | 30.00000 25950.00| 27.75000 24003.75| 22.00000 19030.00 Coarse Aggregate, Section 801, For | | | Miscellaneous Use | | | 0050 405A000 55.000 GAL | 4.00000 220.00| 4.00000 220.00| 4.00000 220.00 Tack Coat | | | 0060 407B000 1.000 MILE| 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0070 424A364 11.000 TON | 200.00000 2200.00| 200.00000 2200.00| 200.00000 2200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0080 424B655 64.000 TON | 175.00000 11200.00| 175.00000 11200.00| 175.00000 11200.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130125032 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 14001 |( 3 ) 03104 |TOMLIN CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 428C000 160.000 LF | 11.00000 1760.00| 11.00000 1760.00| 11.00000 1760.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 5000.00000 5000.00| 200000.00000 200000.00| 239300.00000 239300.00 Mobilization | | | 0110 602A000 6.000 EACH| 100.00000 600.00| 375.00000 2250.00| 260.00000 1560.00 Right Of Way Markers | | | 0120 609A000 38721.000 SQYD| 11.00000 425931.00| 8.00000 309768.00| 17.00000 658257.00 Aggregate Slope Protection | | | 0130 609B000 38721.000 SQYD| 1.50000 58081.50| 1.00000 38721.00| 1.42000 54983.82 Geotextile Filter For Aggregate Slope | | | Protection | | | 0140 650A000 4310.000 CUYD| 6.00000 25860.00| 4.00000 17240.00| 2.20000 9482.00 Topsoil | | | 0150 652A100 3.000 ACRE| 700.00000 2100.00| 750.00000 2250.00| 1050.00000 3150.00 Seeding | | | 0160 656A010 3.000 ACRE| 600.00000 1800.00| 650.00000 1950.00| 1050.00000 3150.00 Mulching | | | 0170 665A000 8.000 ACRE| 350.00000 2800.00| 500.00000 4000.00| 800.00000 6400.00 Temporary Seeding | | | 0180 665B001 32.000 TON | 300.00000 9600.00| 250.00000 8000.00| 340.00000 10880.00 Temporary Mulching | | | 0190 665E000 8000.000 SQYD| 3.00000 24000.00| 0.25000 2000.00| 1.70000 13600.00 Polyethylene | | | 0200 665J002 1700.000 LF | 3.00000 5100.00| 3.00000 5100.00| 7.00000 11900.00 Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130125032 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 14001 |( 3 ) 03104 |TOMLIN CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 665N001 85.000 TON | 50.00000 4250.00| 40.00000 3400.00| 25.50000 2167.50 Temporary Coarse Aggregate,ALDOT Number | | | 4 | | | 0220 665O001 1700.000 LF | 1.00000 1700.00| 0.50000 850.00| 0.65000 1105.00 Silt Fence Removal | | | 0230 666A001 8.000 ACRE| 10.00000 80.00| 0.01000 0.08| 50.00000 400.00 Pest Control Treatment | | | 0240 680A001 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| 7000.00000 7000.00 Geometric Controls | | | 0250 698A000 LUMP| 1.00000 1.00| 116000.00000 116000.00| 116000.00000 116000.00 Construction Fuel (Maximum Bid Limited | | | to $ 116,000.00) | | | 0260 740B000 590.000 SQFT| 8.00000 4720.00| 6.00000 3540.00| 6.50000 3835.00 Construction Signs | | | 0270 740D000 50.000 EACH| 44.00000 2200.00| 30.00000 1500.00| 40.00000 2000.00 Channelizing Drums | | | 0280 741C010 2.000 EACH| 1300.00000 2600.00| 1000.00000 2000.00| 1450.00000 2900.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,314,364.00| $ 1,370,919.19| $ 1,532,685.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,314,364.00| $ 1,370,919.19| $ 1,532,685.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130125032 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 03540 |( 5 ) 14007 |( 6 ) 08614 |CHILTON CONTRACTORS, INC. |W. S. NEWELL & SONS, INC. |HOLLIDAY 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| 15000.00000 15000.00| 27787.23000 27787.23| 2500.00000 2500.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre)(Approximately 8 Acres) | | | | | | 0020 206C003 35.000 SQYD| 6.88000 240.80| 15.96000 558.60| 10.00000 350.00 Removing Concrete Flumes | | | 0030 210A000 181103.000 CUYD| 2.80000 507088.40| 3.44000 622994.32| 2.75000 498033.25 Unclassified Excavation | | | 0040 305B071 865.000 TON | 30.12000 26053.80| 31.09000 26892.85| 37.65000 32567.25 Coarse Aggregate, Section 801, For | | | Miscellaneous Use | | | 0050 405A000 55.000 GAL | 4.69000 257.95| 4.44000 244.20| 10.00000 550.00 Tack Coat | | | 0060 407B000 1.000 MILE| 468.77000 468.77| 444.44000 444.44| 500.00000 500.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0070 424A364 11.000 TON | 234.39000 2578.29| 222.22000 2444.42| 225.00000 2475.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0080 424B655 64.000 TON | 205.09000 13125.76| 194.44000 12444.16| 225.00000 14400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130125032 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 03540 |( 5 ) 14007 |( 6 ) 08614 |CHILTON CONTRACTORS, INC. |W. S. NEWELL & SONS, INC. |HOLLIDAY CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 428C000 160.000 LF | 0.08000 12.80| 12.22000 1955.20| 15.00000 2400.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 90000.00000 90000.00| 174159.57000 174159.57| 37000.00000 37000.00 Mobilization | | | 0110 602A000 6.000 EACH| 150.00000 900.00| 265.96000 1595.76| 200.00000 1200.00 Right Of Way Markers | | | 0120 609A000 38721.000 SQYD| 17.50000 677617.50| 14.01000 542481.21| 17.60000 681489.60 Aggregate Slope Protection | | | 0130 609B000 38721.000 SQYD| 2.18000 84411.78| 2.50000 96802.50| 5.00000 193605.00 Geotextile Filter For Aggregate Slope | | | Protection | | | 0140 650A000 4310.000 CUYD| 21.31000 91846.10| 0.10000 431.00| 21.00000 90510.00 Topsoil | | | 0150 652A100 3.000 ACRE| 887.82000 2663.46| 756.00000 2268.00| 1500.00000 4500.00 Seeding | | | 0160 656A010 3.000 ACRE| 887.82000 2663.46| 648.00000 1944.00| 1500.00000 4500.00 Mulching | | | 0170 665A000 8.000 ACRE| 651.07000 5208.56| 378.00000 3024.00| 1500.00000 12000.00 Temporary Seeding | | | 0180 665B001 32.000 TON | 355.13000 11364.16| 324.00000 10368.00| 490.00000 15680.00 Temporary Mulching | | | 0190 665E000 8000.000 SQYD| 1.00000 8000.00| 0.14000 1120.00| 2.00000 16000.00 Polyethylene | | | 0200 665J002 1700.000 LF | 3.55000 6035.00| 3.51000 5967.00| 3.85000 6545.00 Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130125032 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 03540 |( 5 ) 14007 |( 6 ) 08614 |CHILTON CONTRACTORS, INC. |W. S. NEWELL & SONS, INC. |HOLLIDAY CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 665N001 85.000 TON | 37.21000 3162.85| 50.51000 4293.35| 38.15000 3242.75 Temporary Coarse Aggregate,ALDOT Number | | | 4 | | | 0220 665O001 1700.000 LF | 1.18000 2006.00| 0.69000 1173.00| 1.50000 2550.00 Silt Fence Removal | | | 0230 666A001 8.000 ACRE| 59.19000 473.52| 53.19000 425.52| 65.00000 520.00 Pest Control Treatment | | | 0240 680A001 LUMP| 3820.48000 3820.48| 12765.96000 12765.96| 40000.00000 40000.00 Geometric Controls | | | 0250 698A000 LUMP| 1.00000 1.00| 116000.00000 116000.00| 10000.00000 10000.00 Construction Fuel (Maximum Bid Limited | | | to $ 116,000.00) | | | 0260 740B000 590.000 SQFT| 7.03000 4147.70| 6.38000 3764.20| 20.00000 11800.00 Construction Signs | | | 0270 740D000 50.000 EACH| 35.16000 1758.00| 31.91000 1595.50| 100.00000 5000.00 Channelizing Drums | | | 0280 741C010 2.000 EACH| 1171.93000 2343.86| 1063.83000 2127.66| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,563,250.00| $ 1,678,071.65| $ 1,699,917.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,563,250.00| $ 1,678,071.65| $ 1,699,917.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 032 -8 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130125032 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 22005 |( ) |JOHN G. WALTON CONSTRUCTION |VETERANS LANDSCAPING COMPAN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 21711.22000 21711.22| 32000.00000 32000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000 Per Acre)(Approximately 8 Acres) | | | | | | 0020 206C003 35.000 SQYD| 6.62000 231.70| 25.00000 875.00| Removing Concrete Flumes | | | 0030 210A000 181103.000 CUYD| 5.74000 1039531.22| 10.00000 1811030.00| Unclassified Excavation | | | 0040 305B071 865.000 TON | 39.34000 34029.10| 30.19000 26114.35| Coarse Aggregate, Section 801, For | | | Miscellaneous Use | | | 0050 405A000 55.000 GAL | 4.23000 232.65| 4.37000 240.35| Tack Coat | | | 0060 407B000 1.000 MILE| 422.94000 422.94| 436.94000 436.94| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0070 424A364 11.000 TON | 211.47000 2326.17| 218.47000 2403.17| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0080 424B655 64.000 TON | 185.04000 11842.56| 191.16000 12234.24| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 032 -9 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130125032 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 22005 |( ) |JOHN G. WALTON CONSTRUCTION |VETERANS LANDSCAPING COMPAN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 428C000 160.000 LF | 12.24000 1958.40| 12.02000 1923.20| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0100 600A000 LUMP| 74204.02000 74204.02| 18115.52000 18115.52| Mobilization | | | 0110 602A000 6.000 EACH| 389.55000 2337.30| 230.00000 1380.00| Right Of Way Markers | | | 0120 609A000 38721.000 SQYD| 18.03000 698139.63| 23.50000 909943.50| Aggregate Slope Protection | | | 0130 609B000 38721.000 SQYD| 1.93000 74731.53| 3.00000 116163.00| Geotextile Filter For Aggregate Slope | | | Protection | | | 0140 650A000 4310.000 CUYD| 11.16000 48099.60| 15.00000 64650.00| Topsoil | | | 0150 652A100 3.000 ACRE| 779.10000 2337.30| 895.00000 2685.00| Seeding | | | 0160 656A010 3.000 ACRE| 667.80000 2003.40| 895.00000 2685.00| Mulching | | | 0170 665A000 8.000 ACRE| 389.55000 3116.40| 447.00000 3576.00| Temporary Seeding | | | 0180 665B001 32.000 TON | 333.90000 10684.80| 560.00000 17920.00| Temporary Mulching | | | 0190 665E000 8000.000 SQYD| 1.67000 13360.00| 2.00000 16000.00| Polyethylene | | | 0200 665J002 1700.000 LF | 4.29000 7293.00| 3.82000 6494.00| Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 032 -10 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130125032 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 22005 |( ) |JOHN G. WALTON CONSTRUCTION |VETERANS LANDSCAPING COMPAN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 665N001 85.000 TON | 41.13000 3496.05| 35.00000 2975.00| Temporary Coarse Aggregate,ALDOT Number | | | 4 | | | 0220 665O001 1700.000 LF | 1.11000 1887.00| 1.15000 1955.00| Silt Fence Removal | | | 0230 666A001 8.000 ACRE| 55.65000 445.20| 30.00000 240.00| Pest Control Treatment | | | 0240 680A001 LUMP| 11340.16000 11340.16| 3800.00000 3800.00| Geometric Controls | | | 0250 698A000 LUMP| 0.00000 0.00| 1.50000 1.50| Construction Fuel (Maximum Bid Limited | | | to $ 116,000.00) | | | 0260 740B000 590.000 SQFT| 8.35000 4926.50| 6.88000 4059.20| Construction Signs | | | 0270 740D000 50.000 EACH| 61.22000 3061.00| 34.41000 1720.50| Channelizing Drums | | | 0280 741C010 2.000 EACH| 1669.50000 3339.00| 1146.99000 2293.98| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,077,087.85| $ 3,063,914.45| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,077,087.85| $ 3,063,914.45| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20130125035 COUNTIES : TALLADEGA LETTING DATE : 01/25/13 10:00 AM DIVISION : 4 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : HRRR-CN13(200) for constructing the Traffic Stripe, Markers, Legends, and Signs on CR-103 from CR-24 to SR-76 and on CR-26 from CR-511 to 10th Street north of Sylacauga. Length 7.910 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 15007 OZARK STRIPING COMPANY, INC. $ 92,305.85 100.0000% 2 16005 PEEK PAVEMENT MARKING, LLC $ 97,481.80 105.6074% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20130125035 COUNTIES : TALLADEGA LETTING DATE : 01/25/13 10:00 AM DIVISION : 4 ==================================================================================================================================== |( 1 ) 15007 |( 2 ) 16005 |( ) |OZARK STRIPING CO., INC. |PEEK PAVEMENT MARKING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 2500.00000 2500.00| 5800.00000 5800.00| Mobilization | | | 0020 698A000 LUMP| 1000.00000 1000.00| 3250.00000 3250.00| Construction Fuel (Maximum Bid Limited | | | to $ 3,250.00) | | | 0030 701A231 3.000 MILE| 2200.00000 6600.00| 1417.50000 4252.50| Solid White, Class 2, Type A Traffic | | | Stripe | | | 0040 701A235 18.000 MILE| 1900.00000 34200.00| 1417.50000 25515.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0050 701A245 1.000 MILE| 1380.00000 1380.00| 992.25000 992.25| Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0060 701G251 4200.000 LF | 4.00000 16800.00| 5.50000 23100.00| Solid White, Class 2, Type A Traffic | | | Stripe (6" Wide) (Rumble Strip) | | | 0070 703A002 953.000 SQFT| 3.20000 3049.60| 2.25000 2144.25| Traffic Control Markings, Class 2, Type | | | A | | | 0080 703B002 182.000 SQFT| 3.50000 637.00| 6.75000 1228.50| Traffic Control Legends, Class 2, Type | | | 0090 705A031 18.000 EACH| 3.50000 63.00| 2.35000 42.30| Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20130125035 COUNTIES : TALLADEGA LETTING DATE : 01/25/13 10:00 AM DIVISION : 4 ==================================================================================================================================== |( 1 ) 15007 |( 2 ) 16005 |( ) |OZARK STRIPING CO., INC. |PEEK PAVEMENT MARKING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 705A032 50.000 EACH| 3.50000 175.00| 2.35000 117.50| Pavement Markers, Class A-H, Type 1-B | | | 0110 705A037 1185.000 EACH| 2.75000 3258.75| 2.35000 2784.75| Pavement Markers, Class A-H, Type 2-D | | | 0120 710A115 575.000 SQFT| 13.50000 7762.50| 14.25000 8193.75| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 0130 710A126 280.000 SQFT| 13.50000 3780.00| 17.45000 4886.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 0140 710B001 1400.000 LF | 6.50000 9100.00| 9.75000 13650.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0150 710C000 LUMP| 2000.00000 2000.00| 1525.00000 1525.00| Removal Of Existing Roadway Signs | | | SECTION TOTALS | $ 92,305.85| $ 97,481.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 92,305.85| $ 97,481.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20130125039 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 5 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : HSIP-0216(501) for constructing the Intersection Improvements on SR-216 at CR-60 (Rockhouse Rd/Woodland Lake Rd) west of Lakeview. Length 0.283 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 02096 E. O. BYARS CONSTRUCTION, INC. $ 496,934.40 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130125039 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 5 ==================================================================================================================================== |( 1 ) 02096 |( 2 ) 16005 |( ) |E. O. BYARS CONSTRUCTION, I |PEEK PAVEMENT MARKING, 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) (Approximately 1 Acre) | | | | | | 0020 206D000 16.000 LF | 10.00000 160.00| | Removing Pipe | | | 0030 206E000 4.000 EACH| 400.00000 1600.00| | Removing Headwalls | | | 0040 210A000 4206.000 CUYD| 16.00000 67296.00| | Unclassified Excavation | | | 0050 210D021 382.000 CUYD| 20.00000 7640.00| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0060 214A000 8.000 CUYD| 50.00000 400.00| | Structure Excavation | | | 0070 214B001 12.000 CUYD| 35.00000 420.00| | Foundation Backfill, Commercial | | | 0080 260A000 13.000 CUYD| 360.00000 4680.00| | Cement Mortar Flowable Backfill, Mix 1 | | | 0090 305B077 142.000 TON | 30.00000 4260.00| | Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0100 327A020 645.000 TON | 94.00000 60630.00| | Plant Mix Bituminous Base, Mix 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130125039 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 5 ==================================================================================================================================== |( 1 ) 02096 |( 2 ) 16005 |( ) |E. O. BYARS CONSTRUCTION, I |PEEK PAVEMENT MARKING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 327D020 49.000 TON | 109.00000 5341.00| | Plant Mix Bituminous Base, Widening, | | | Mix 1 | | | 0120 405A000 332.000 GAL | 3.30000 1095.60| | Tack Coat | | | 0130 407B000 1.000 MILE| 376.00000 376.00| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0140 408A052 4592.000 SQYD| 3.25000 14924.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0150 424A361 537.000 TON | 91.75000 49269.75| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0160 424A364 25.000 TON | 123.00000 3075.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0170 424A367 57.000 TON | 105.00000 5985.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130125039 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 5 ==================================================================================================================================== |( 1 ) 02096 |( 2 ) 16005 |( ) |E. O. BYARS CONSTRUCTION, I |PEEK PAVEMENT MARKING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424B651 277.000 TON | 96.80000 26813.60| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0190 424B681 304.000 TON | 96.80000 29427.20| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0200 430B050 25.000 TON | 60.00000 1500.00| | Aggregate Surfacing(ALDOT#1) | | | 0210 530A101 34.000 LF | 50.00000 1700.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 530A102 11.000 LF | 100.00000 1100.00| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 600A000 LUMP| 27000.00000 27000.00| | Mobilization | | | 0240 602A000 2.000 EACH| 200.00000 400.00| | Right Of Way Markers | | | 0250 610D003 200.000 SQYD| 5.00000 1000.00| | Filter Blanket, Geotextile | | | 0260 619A052 3.000 EACH| 2000.00000 6000.00| | 18" Roadway Pipe End Treatment, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130125039 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 5 ==================================================================================================================================== |( 1 ) 02096 |( 2 ) 16005 |( ) |E. O. BYARS CONSTRUCTION, I |PEEK PAVEMENT MARKING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 619A053 1.000 EACH| 2500.00000 2500.00| | 24" Roadway Pipe End Treatment, Class 2 | | | 0280 620A000 1.000 CUYD| 1500.00000 1500.00| | Minor Structure Concrete | | | 0290 630A001 300.000 LF | 20.00000 6000.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C050 2.000 EACH| 3150.00000 6300.00| | Guardrail End Anchor, Type 20 Series | | | 0310 641A612 1612.000 LF | 27.05000 43604.60| | 6 Inch Ductile Iron Water Main Laid | | | 0320 641A682 100.000 LF | 32.50000 3250.00| | 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0330 641C500 340.000 LB | 6.70000 2278.00| | Ductile Iron Fittings | | | 0340 641J516 2.000 EACH| 1200.00000 2400.00| | 6 Inch Gate Valve With Box | | | 0350 641L500 1.000 CUYD| 690.00000 690.00| | Concrete for Water Mains (Thrust Blocks | | | 0360 641M512 12.000 EACH| 110.00000 1320.00| | 6 Inch Retainer Gland | | | 0370 649A645 80.000 LF | 142.00000 11360.00| | 16 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0380 650A000 175.000 CUYD| 30.00000 5250.00| | Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 039 -6 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130125039 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 5 ==================================================================================================================================== |( 1 ) 02096 |( 2 ) 16005 |( ) |E. O. BYARS CONSTRUCTION, I |PEEK PAVEMENT MARKING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 652A100 1.000 ACRE| 1550.00000 1550.00| | Seeding | | | 0400 654A001 1228.000 SQYD| 5.20000 6385.60| | Solid Sodding (Bermuda) | | | 0410 656A010 1.000 ACRE| 1200.00000 1200.00| | Mulching | | | 0420 659C000 200.000 SQYD| 3.00000 600.00| | Erosion Control Product, Type S4 | | | 0430 665A000 1.000 ACRE| 700.00000 700.00| | Temporary Seeding | | | 0440 665B001 4.000 TON | 500.00000 2000.00| | Temporary Mulching | | | 0450 665E000 500.000 SQYD| 0.50000 250.00| | Polyethylene | | | 0460 665I000 200.000 TON | 30.00000 6000.00| | Temporary Riprap, Class 2 | | | 0470 665J002 1387.000 LF | 4.00000 5548.00| | Silt Fence | | | 0480 665N000 100.000 TON | 40.00000 4000.00| | Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0490 665O001 1387.000 LF | 1.00000 1387.00| | Silt Fence Removal | | | 0500 665Q002 580.000 LF | 6.00000 3480.00| | Wattle | | | 0510 666A001 1.000 ACRE| 10.00000 10.00| | Pest Control Treatment | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 039 -7 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130125039 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 5 ==================================================================================================================================== |( 1 ) 02096 |( 2 ) 16005 |( ) |E. O. BYARS CONSTRUCTION, I |PEEK PAVEMENT MARKING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 680A001 LUMP| 15000.00000 15000.00| | Geometric Controls | | | 0530 698A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | to $ 20,100.00) | | | 0540 701A227 1.000 MILE| 2220.00000 2220.00| | Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0550 701A230 1.000 MILE| 2220.00000 2220.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0560 701B207 150.000 LF | 1.00000 150.00| | Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0570 701C001 5.000 MILE| 620.00000 3100.00| | Solid Temporary Traffic Stripe | | | 0580 701D007 1.000 MILE| 2000.00000 2000.00| | Solid Traffic Stripe Removed (Paint) | | | 0590 703A002 689.000 SQFT| 3.65000 2514.85| | Traffic Control Markings, Class 2, Type | | | A | | | 0600 703B002 45.000 SQFT| 4.00000 180.00| | Traffic Control Legends, Class 2, Type | | | 0610 703D001 735.000 SQFT| 2.00000 1470.00| | Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 039 -8 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130125039 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 5 ==================================================================================================================================== |( 1 ) 02096 |( 2 ) 16005 |( ) |E. O. BYARS CONSTRUCTION, I |PEEK PAVEMENT MARKING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 705A011 158.000 EACH| 4.50000 711.00| | Pavement Markers, Class C, Type 1-A | | | 0630 705A023 158.000 EACH| 4.50000 711.00| | Pavement Markers, Class C, Type 2-D | | | 0640 705A030 14.000 EACH| 5.00000 70.00| | Pavement Markers, Class A-H, Type 2-C | | | 0650 705A032 84.000 EACH| 5.00000 420.00| | Pavement Markers, Class A-H, Type 1-B | | | 0660 705A037 92.000 EACH| 5.00000 460.00| | Pavement Markers, Class A-H, Type 2-D | | | 0670 705A038 94.000 EACH| 5.00000 470.00| | Pavement Markers, Class A-H, Type 2-E | | | 0680 710A115 38.000 SQFT| 16.00000 608.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 0690 710A126 11.000 SQFT| 25.00000 275.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 0700 710B021 112.000 LF | 11.00000 1232.00| | Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 039 -9 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130125039 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 5 ==================================================================================================================================== |( 1 ) 02096 |( 2 ) 16005 |( ) |E. O. BYARS CONSTRUCTION, I |PEEK PAVEMENT MARKING, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 740B000 517.000 SQFT| 6.60000 3412.20| | Construction Signs | | | 0720 740C000 32.000 SQFT| 7.00000 224.00| | Special Construction Signs | | | 0730 740C002 10.000 SQFT| 8.00000 80.00| | Special Construction Signs(Motorcycle | | | Plaque) | | | 0740 740D000 50.000 EACH| 25.00000 1250.00| | Channelizing Drums | | | 0750 740E000 150.000 EACH| 20.00000 3000.00| | Cones (36 Inches High) | | | 0760 740L006 32.000 EACH| 75.00000 2400.00| | Vertical Panel, Type II (Double-Sided) | | | 0770 740M001 150.000 EACH| 10.00000 1500.00| | Ballast For Cone | | | 0780 740O000 1.000 EACH| 3000.00000 3000.00| | Pilot Car | | | 0790 742A001 2.000 EACH| 1300.00000 2600.00| | Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 496,934.40| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 496,934.40| $ 97,481.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20130125044 COUNTIES : LAUDERDALE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0002(556) for constructing the Planing, Resurfacing and Traffic Stripe on SR-2 (US-72) from Meadow Ridge Lane to east of Wheeler Hills Road (MP 55.120) west of Rogersville. Length 2.553 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 1,289,825.07 100.0000% 2 18031 ROGERS GROUP, INC. $ 1,359,925.00 105.4348% 3 01096 APAC MID-SOUTH, INC. $ 1,399,951.29 108.5381% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130125044 COUNTIES : LAUDERDALE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18031 |( 3 ) 01096 |JOE KEENUM EXCAVATION & CON |ROGERS GROUP, INC. |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C014 32.000 SQYD| 80.00000 2560.00| 275.00000 8800.00| 202.25000 6472.00 Removing Bridge End Slab (Partial) | | | 0020 206D001 1625.000 LF | 1.25000 2031.25| 1.10000 1787.50| 1.14000 1852.50 Removing Guardrail | | | 0030 206E008 6.000 EACH| 495.00000 2970.00| 450.00000 2700.00| 464.58000 2787.48 Removing Guardrail End Anchor (All Type | | | 0040 305B077 1559.000 TON | 18.00000 28062.00| 21.25000 33128.75| 27.16000 42342.44 Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0050 405A000 11212.000 GAL | 3.50000 39242.00| 3.00000 33636.00| 3.36000 37672.32 Tack Coat | | | 0060 407B000 5.000 MILE| 600.00000 3000.00| 800.00000 4000.00| 1009.42000 5047.10 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0070 408A052 112113.000 SQYD| 1.09000 122203.17| 0.60000 67267.80| 0.96000 107628.48 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 410H000 1.000 EACH| 10000.00000 10000.00| 12000.00000 12000.00| 10639.81000 10639.81 Material Remixing Device | | | 0090 424A340 1813.000 TON | 59.00000 106967.00| 70.00000 126910.00| 73.11000 132548.43 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130125044 COUNTIES : LAUDERDALE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18031 |( 3 ) 01096 |JOE KEENUM EXCAVATION & CON |ROGERS GROUP, INC. |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 424A360 6147.000 TON | 59.00000 362673.00| 68.00000 417996.00| 73.96000 454632.12 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0110 424A369 730.000 TON | 68.00000 49640.00| 86.10000 62853.00| 104.57000 76336.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0120 424B653 500.000 TON | 40.00000 20000.00| 95.00000 47500.00| 122.33000 61165.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0130 424B657 3727.000 TON | 61.00000 227347.00| 69.00000 257163.00| 70.79000 263834.33 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 428C000 52614.000 LF | 0.10000 5261.40| 0.06000 3156.84| 0.08000 4209.12 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0150 600A000 LUMP| 25000.00000 25000.00| 72597.46000 72597.46| 14956.11000 14956.11 Mobilization | | | 0160 629E013 538.000 LF | 100.00000 53800.00| 104.00000 55952.00| 72.27000 38881.26 Bridge Rail Retrofit,Type BC(NJ) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130125044 COUNTIES : LAUDERDALE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18031 |( 3 ) 01096 |JOE KEENUM EXCAVATION & CON |ROGERS GROUP, INC. |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 1625.000 LF | 25.00000 40625.00| 22.75000 36968.75| 23.49000 38171.25 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C001 2.000 EACH| 825.00000 1650.00| 750.00000 1500.00| 774.31000 1548.62 Guardrail End Anchor, Type 8 | | | 0190 630C003 2.000 EACH| 1925.00000 3850.00| 1750.00000 3500.00| 1806.72000 3613.44 Guardrail End Anchor, Type 13 | | | 0200 630C070 1.000 EACH| 2640.00000 2640.00| 2400.00000 2400.00| 2477.78000 2477.78 Guardrail End Anchor, Type 10 Series | | | 0210 680A001 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 4797.82000 4797.82 Geometric Controls | | | 0220 698A000 LUMP| 64000.00000 64000.00| 9000.00000 9000.00| 0.01000 0.01 Construction Fuel (Maximum Bid Limited | | | to $ 64,000.00) | | | 0230 701A227 5.000 MILE| 2915.00000 14575.00| 2580.00000 12900.00| 2439.06000 12195.30 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0240 701A230 5.000 MILE| 2915.00000 14575.00| 2580.00000 12900.00| 2439.06000 12195.30 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0250 701A239 5.000 MILE| 1375.00000 6875.00| 1550.00000 7750.00| 1707.34000 8536.70 Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0260 701B207 5550.000 LF | 1.10000 6105.00| 0.50000 2775.00| 0.33000 1831.50 Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130125044 COUNTIES : LAUDERDALE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18031 |( 3 ) 01096 |JOE KEENUM EXCAVATION & CON |ROGERS GROUP, INC. |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 701C000 15.000 MILE| 580.00000 8700.00| 600.00000 9000.00| 460.71000 6910.65 Broken Temporary Traffic Stripe | | | 0280 701C001 30.000 MILE| 580.00000 17400.00| 600.00000 18000.00| 460.71000 13821.30 Solid Temporary Traffic Stripe | | | 0290 701G142 669.000 LF | 2.00000 1338.00| 2.00000 1338.00| 3.04000 2033.76 Broken White, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0300 701G146 669.000 LF | 4.10000 2742.90| 3.80000 2542.20| 4.34000 2903.46 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0310 701G154 669.000 LF | 4.10000 2742.90| 3.80000 2542.20| 4.34000 2903.46 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0320 701H001 1338.000 LF | 1.10000 1471.80| 1.00000 1338.00| 0.81000 1083.78 Solid Traffic Stripe Removed (Plastic) | | | 0330 701H006 669.000 LF | 0.85000 568.65| 1.00000 669.00| 0.54000 361.26 Broken Traffic Stripe Removed (Plastic) | | | 0340 703A002 626.000 SQFT| 4.10000 2566.60| 4.00000 2504.00| 2.71000 1696.46 Traffic Control Markings, Class 2, Type | | | A | | | 0350 703B002 292.000 SQFT| 4.10000 1197.20| 4.00000 1168.00| 8.13000 2373.96 Traffic Control Legends, Class 2, Type | | | 0360 703D001 824.000 SQFT| 1.10000 906.40| 1.00000 824.00| 1.63000 1343.12 Temporary Traffic Control Markings | | | 0370 705A030 133.000 EACH| 4.10000 545.30| 4.00000 532.00| 4.34000 577.22 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 044 -6 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130125044 COUNTIES : LAUDERDALE LETTING DATE : 01/25/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 11014 |( 2 ) 18031 |( 3 ) 01096 |JOE KEENUM EXCAVATION & CON |ROGERS GROUP, INC. |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 705A031 345.000 EACH| 4.10000 1414.50| 4.00000 1380.00| 4.34000 1497.30 Pavement Markers, Class A-H, Type 1-A | | | 0390 740B000 1337.000 SQFT| 9.00000 12033.00| 5.50000 7353.50| 6.50000 8690.50 Construction Signs | | | 0400 740C000 108.000 SQFT| 9.00000 972.00| 5.50000 594.00| 6.50000 702.00 Special Construction Signs | | | 0410 740C002 36.000 SQFT| 9.00000 324.00| 5.50000 198.00| 6.50000 234.00 Special Construction Signs(Motorcycle | | | Plaque) | | | 0420 740D000 50.000 EACH| 45.00000 2250.00| 40.00000 2000.00| 10.78000 539.00 Channelizing Drums | | | 0430 740E000 350.000 EACH| 10.00000 3500.00| 5.00000 1750.00| 10.89000 3811.50 Cones (36 Inches High) | | | 0440 740M001 350.000 EACH| 10.00000 3500.00| 3.00000 1050.00| 4.12000 1442.00 Ballast For Cone | | | 0450 741C010 2.000 EACH| 2500.00000 5000.00| 1500.00000 3000.00| 327.12000 654.24 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,289,825.07| $ 1,359,925.00| $ 1,399,951.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,289,825.07| $ 1,359,925.00| $ 1,399,951.29 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20130125045 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0006(553) for constructing the Planing, Resurfacing, and Traffic Stripe on SR-6 (US-82)(MP 44.790) in Northport to Rice Mine Road (MP 49.146) in Tuscaloosa. Length 4.356 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 2,591,935.91 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 2,874,260.86 110.8924% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20130125045 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01096 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 206D001 50.000 LF | 5.25000 262.50| 5.16000 258.00| Removing Guardrail | | | 0020 206E019 2.000 EACH| 525.00000 1050.00| 516.29000 1032.58| Removing Guardrail End Anchor (Type 10) | | | 0030 401A006 8512.000 SQYD| 2.46000 20939.52| 2.68000 22812.16| Bituminous Treatment G | | | 0040 405A000 11163.000 GAL | 2.95000 32930.85| 3.30000 36837.90| Tack Coat | | | 0050 407B000 26.000 MILE| 336.54000 8750.04| 305.78000 7950.28| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0060 408A051 222.000 SQYD| 4.06000 901.32| 4.63000 1027.86| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0070 408A052 223248.000 SQYD| 1.39000 310314.72| 1.36000 303617.28| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 408A055 3473.000 SQYD| 9.00000 31257.00| 9.42000 32715.66| Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0090 410H000 1.000 EACH| 23212.34000 23212.34| 46347.10000 46347.10| Material Remixing Device | | | 0100 423A003 178.000 TON | 117.45000 20906.10| 137.58000 24489.24| Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20130125045 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01096 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 423B001 355.000 TON | 112.78000 40036.90| 143.18000 50828.90| Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0120 424A361 17132.000 TON | 74.37000 1274106.84| 80.82000 1384608.24| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0130 424A367 500.000 TON | 84.77000 42385.00| 101.32000 50660.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 424A370 3098.000 TON | 85.79000 265777.42| 96.75000 299731.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0150 424B655 965.000 TON | 80.00000 77200.00| 136.05000 131288.25| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0160 600A000 LUMP| 61675.00000 61675.00| 115087.60000 115087.60| Mobilization | | | 0165 610D003 67.000 SQYD| 3.72000 249.24| 5.50000 368.50| Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20130125045 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01096 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630A001 75.000 LF | 23.10000 1732.50| 22.72000 1704.00| Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C050 2.000 EACH| 2415.00000 4830.00| 2374.93000 4749.86| Guardrail End Anchor, Type 20 Series | | | 0190 665G000 500.000 EACH| 5.43000 2715.00| 5.16000 2580.00| Sand Bags | | | 0200 665J002 2000.000 LF | 3.99000 7980.00| 3.36000 6720.00| Silt Fence | | | 0210 665O001 2000.000 LF | 1.33000 2660.00| 1.29000 2580.00| Silt Fence Removal | | | 0220 665Q002 300.000 LF | 6.49000 1947.00| 10.33000 3099.00| Wattle | | | 0230 698A000 LUMP| 20481.48000 20481.48| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 114,100.00) | | | 0240 701A227 10.000 MILE| 2510.06000 25100.60| 2462.70000 24627.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0250 701A230 8.000 MILE| 2510.06000 20080.48| 2462.70000 19701.60| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0260 701A239 13.000 MILE| 1338.70000 17403.10| 1313.44000 17074.72| Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0270 701B207 27266.000 LF | 0.45000 12269.70| 0.44000 11997.04| Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 045 -5 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20130125045 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01096 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 701C000 13.000 MILE| 502.02000 6526.26| 492.54000 6403.02| Broken Temporary Traffic Stripe | | | 0290 701C001 17.000 MILE| 502.02000 8534.34| 492.54000 8373.18| Solid Temporary Traffic Stripe | | | 0300 703A002 14384.000 SQFT| 2.79000 40131.36| 2.74000 39412.16| Traffic Control Markings, Class 2, Type | | | A | | | 0310 703B002 3676.000 SQFT| 2.79000 10256.04| 2.74000 10072.24| Traffic Control Legends, Class 2, Type | | | 0320 703D001 3161.000 SQFT| 0.56000 1770.16| 0.55000 1738.55| Temporary Traffic Control Markings | | | 0330 705A030 3088.000 EACH| 2.79000 8615.52| 2.74000 8461.12| Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 2112.000 EACH| 2.79000 5892.48| 2.74000 5786.88| Pavement Markers, Class A-H, Type 1-A | | | 0350 705A038 3929.000 EACH| 2.79000 10961.91| 2.74000 10765.46| Pavement Markers, Class A-H, Type 2-E | | | 0360 730H001 44236.000 LF | 2.12000 93780.32| 2.07000 91568.52| Loop Wire | | | 0370 731A000 4.000 EACH| 3675.00000 14700.00| 3614.02000 14456.08| Traffic Counting Units, Type A | | | 0380 731A002 2.000 EACH| 6825.00000 13650.00| 6195.46000 12390.92| Traffic Counting Units, Type C | | | 0390 740B000 1734.000 SQFT| 7.81000 13542.54| 6.57000 11392.38| Construction Signs | | | 0400 740C000 36.000 SQFT| 7.81000 281.16| 6.57000 236.52| Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 045 -6 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20130125045 COUNTIES : TUSCALOOSA LETTING DATE : 01/25/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01096 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 740C002 12.000 SQFT| 7.81000 93.72| 6.57000 78.84| Special Construction Signs(Motorcycle | | | Plaque) | | | 0420 740D000 500.000 EACH| 22.32000 11160.00| 53.23000 26615.00| Channelizing Drums | | | 0430 740I005 2.000 EACH| 208.63000 417.26| 204.68000 409.36| Warning Lights, Type B (Detachable Head | | | 0440 741C010 2.000 EACH| 1706.83000 3413.66| 1674.64000 3349.28| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0451 742A001 7.000 EACH| 2275.79000 15930.53| 2232.84000 15629.88| Portable Changeable Message Sign, Type | | | 0460 745A000 80.000 HOUR| 39.05000 3124.00| 32.84000 2627.20| Uniformed Police Officer | | | SECTION TOTALS | $ 2,591,935.91| $ 2,874,260.86| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,591,935.91| $ 2,874,260.86| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20130125046 COUNTIES : CLARKE LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0013(584) for constructing the Planing, Resurfacing, and Traffic Stripe on SR-13 (US-43) as indicated on plan set. Length 7.504 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 1,214,943.70 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 1,289,886.30 106.1684% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20130125046 COUNTIES : CLARKE LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 10465.000 GAL | 3.70000 38720.50| 3.50000 36627.50| Tack Coat | | | 0020 407B000 11.000 MILE| 220.00000 2420.00| 215.00000 2365.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 408A052 209193.000 SQYD| 0.01000 2091.93| 0.01000 2091.93| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410H000 1.000 EACH| 10000.00000 10000.00| 0.01000 0.01| Material Remixing Device | | | 0050 424A361 17260.000 TON | 56.00000 966560.00| 61.00000 1052860.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0060 424B655 100.000 TON | 77.00000 7700.00| 61.00000 6100.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0070 424B658 100.000 TON | 56.00000 5600.00| 61.00000 6100.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20130125046 COUNTIES : CLARKE LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 428C000 79042.000 LF | 0.07000 5532.94| 0.07000 5532.94| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0090 430B043 150.000 TON | 35.00000 5250.00| 46.50000 6975.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 35000.00000 35000.00| 31350.00000 31350.00| Mobilization | | | 0110 665J002 800.000 LF | 2.60000 2080.00| 4.00000 3200.00| Silt Fence | | | 0120 665O001 800.000 LF | 0.90000 720.00| 1.00000 800.00| Silt Fence Removal | | | 0130 665Q002 300.000 LF | 5.00000 1500.00| 7.00000 2100.00| Wattle | | | 0140 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 90,000.00) | | | 0150 701A227 22.000 MILE| 2152.50000 47355.00| 2170.00000 47740.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0160 701A230 11.000 MILE| 2205.00000 24255.00| 2225.00000 24475.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0170 701A239 11.000 MILE| 1260.00000 13860.00| 1270.00000 13970.00| Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20130125046 COUNTIES : CLARKE LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 701A244 2.000 MILE| 1470.00000 2940.00| 1485.00000 2970.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0190 701B207 5265.000 LF | 0.42000 2211.30| 0.40000 2106.00| Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0200 701C002 22.000 MILE| 472.50000 10395.00| 475.00000 10450.00| Broken Temporary Traffic Stripe (Paint) | | | 0210 701C003 22.000 MILE| 472.50000 10395.00| 475.00000 10450.00| Solid Temporary Traffic Stripe (Paint) | | | 0220 703A002 2247.000 SQFT| 3.15000 7078.05| 3.20000 7190.40| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 910.000 SQFT| 3.15000 2866.50| 3.20000 2912.00| Traffic Control Legends, Class 2, Type | | | 0240 703D002 1274.000 SQFT| 0.53000 675.22| 0.50000 637.00| Temporary Traffic Control Markings | | | (Paint) | | | 0250 703E002 237.000 SQFT| 0.53000 125.61| 0.50000 118.50| Temporary Traffic Control Legends | | | (Paint) | | | 0260 705A030 152.000 EACH| 3.15000 478.80| 3.20000 486.40| Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 761.000 EACH| 3.15000 2397.15| 3.20000 2435.20| Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20130125046 COUNTIES : CLARKE LETTING DATE : 01/25/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( ) |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 705A032 138.000 EACH| 3.15000 434.70| 3.20000 441.60| Pavement Markers, Class A-H, Type 1-B | | | 0290 705A038 72.000 EACH| 3.15000 226.80| 3.20000 230.40| Pavement Markers, Class A-H, Type 2-E | | | 0300 740B000 790.000 SQFT| 5.80000 4582.00| 6.60000 5214.00| Construction Signs | | | 0310 740C000 64.000 SQFT| 5.80000 371.20| 6.60000 422.40| Special Construction Signs | | | 0320 740C002 20.000 SQFT| 5.80000 116.00| 6.60000 132.00| Special Construction Signs(Motorcycle | | | Plaque) | | | 0330 740D000 100.000 EACH| 0.01000 1.00| 0.01000 1.00| Channelizing Drums | | | 0340 740E000 200.000 EACH| 0.01000 2.00| 7.00000 1400.00| Cones (36 Inches High) | | | 0350 740M001 200.000 EACH| 0.01000 2.00| 0.01000 2.00| Ballast For Cone | | | 0360 741C010 2.000 EACH| 500.00000 1000.00| 0.01000 0.02| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,214,943.70| $ 1,289,886.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,214,943.70| $ 1,289,886.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20130125047 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0157(518) for constructing the Planing, Resurfacing, and Traffic Stripe on SR-157 from SR-69 (MP 0.633) in East Point to South of SR-3 (US-31) (MP 4.794). Length 4.161 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,389,846.91 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,486,968.64 106.9879% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20130125047 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( ) |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 3388.000 LF | 1.04000 3523.52| 2.11000 7148.68| Removing Guardrail | | | 0020 206E008 22.000 EACH| 104.00000 2288.00| 211.42000 4651.24| Removing Guardrail End Anchor (All Type | | | 0030 405A000 5830.000 GAL | 4.75000 27692.50| 5.50000 32065.00| Tack Coat | | | 0040 407B000 15.000 MILE| 200.00000 3000.00| 268.72000 4030.80| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A051 116590.000 SQYD| 1.05000 122419.50| 0.63000 73451.70| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 410H000 1.000 EACH| 10000.00000 10000.00| 15000.00000 15000.00| Material Remixing Device | | | 0070 424A361 11659.000 TON | 62.73000 731369.07| 82.12000 957437.08| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0080 424C364 200.000 TON | 87.13000 17426.00| 113.61000 22722.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0090 430B040 921.000 TON | 19.57000 18023.97| 23.73000 21855.33| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20130125047 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( ) |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 600A000 LUMP| 164042.00000 164042.00| 42200.00000 42200.00| Mobilization | | | 0110 630A001 3188.000 LF | 16.64000 53048.32| 16.61000 52952.68| Steel Beam Guardrail, Class A, Type 2 | | | 0120 630C003 8.000 EACH| 1664.00000 13312.00| 1661.14000 13289.12| Guardrail End Anchor, Type 13 | | | 0130 630C050 14.000 EACH| 2080.00000 29120.00| 2818.90000 39464.60| Guardrail End Anchor, Type 20 Series | | | 0140 665Q002 200.000 LF | 8.00000 1600.00| 9.37000 1874.00| Wattle | | | 0150 666A001 1.000 ACRE| 50.00000 50.00| 53.55000 53.55| Pest Control Treatment | | | 0160 698A000 LUMP| 0.00000 0.00| 15200.00000 15200.00| Construction Fuel (Maximum Bid Limited | | | to $ 76,000.00) | | | 0170 701A227 9.000 MILE| 2600.00000 23400.00| 2682.65000 24143.85| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0180 701A230 5.000 MILE| 2600.00000 13000.00| 2682.65000 13413.25| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0190 701A239 1.000 MILE| 1659.57000 1659.57| 1265.40000 1265.40| Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0200 701A244 3.000 MILE| 1438.30000 4314.90| 1265.40000 3796.20| Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20130125047 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( ) |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 701B207 2357.000 LF | 0.55000 1296.35| 1.01000 2380.57| Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0220 701C000 7.000 MILE| 719.15000 5034.05| 506.16000 3543.12| Broken Temporary Traffic Stripe | | | 0230 701C001 26.000 MILE| 553.20000 14383.20| 5.31000 138.06| Solid Temporary Traffic Stripe | | | 0240 701G146 1521.000 LF | 4.20000 6388.20| 3.80000 5779.80| Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0250 701G150 608.000 LF | 2.22000 1349.76| 1.77000 1076.16| Broken Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0260 701G154 307.000 LF | 4.43000 1360.01| 3.80000 1166.60| Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0270 701H002 1827.000 LF | 1.10000 2009.70| 0.76000 1388.52| Solid Traffic Stripe Removed (Tape) | | | 0280 701H007 608.000 LF | 1.10000 668.80| 0.76000 462.08| Broken Traffic Stripe Removed (Tape) | | | 0290 703A002 13242.000 SQFT| 3.32000 43963.44| 3.29000 43566.18| Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 269.000 SQFT| 4.43000 1191.67| 3.54000 952.26| Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/28/13 PAGE : 047 -5 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20130125047 COUNTIES : CULLMAN LETTING DATE : 01/25/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( ) |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 703D001 26484.000 SQFT| 0.33000 8739.72|