ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20130726001 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 CONTRACT TIME : 08/29/14 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I459(308) for constructing the Pavement Rehabilitation (Planing, Resurfacing, Guardrail, Traffic Counting Units and Traffic Stripe) on I-459 from CR-143 (Grants Mill Road) to SR-7 (US-11) near Irondale. Length 5.404 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01096 APAC MID-SOUTH, INC. $ 11,426,382.79 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 11,977,238.46 104.8209% 3 07002 GOOD HOPE CONTRACTING CO., INC. $ 12,567,877.55 109.9900% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130726001 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 04013 |( 3 ) 07002 |APAC MID-SOUTH, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 2444.000 LF | 1.10000 2688.40| 1.20000 2932.80| 1.32000 3226.08 Removing Guardrail | | | 0020 206E008 66.000 EACH| 110.00000 7260.00| 119.97000 7918.02| 132.44000 8741.04 Removing Guardrail End Anchor (All Type | | | 0030 206E041 1.000 EACH| 1000.00000 1000.00| 1090.67000 1090.67| 1204.04000 1204.04 Removing Impact Attenuators | | | 0040 210D001 3488.000 CUYD| 24.52000 85525.76| 26.69000 93094.72| 27.70000 96617.60 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 405A000 24210.000 GAL | 3.62000 87640.20| 3.77000 91271.70| 5.00000 121050.00 Tack Coat | | | 0060 407B000 49.000 MILE| 303.00000 14847.00| 279.05000 13673.45| 229.48000 11244.52 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0070 408A053 413810.000 SQYD| 1.97000 815205.70| 1.41000 583472.10| 1.89000 782100.90 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 408B001 103184.000 SQYD| 1.56000 160967.04| 1.13000 116597.92| 2.25000 232164.00 Micro-Milling Existing | | | Pavement(Approximatley 1.10" Thru 2.00" Thick) | | | | | | 0090 410C000 1.000 EACH| 7800.00000 7800.00| 8390.27000 8390.27| 20725.95000 20725.95 Contractor Retained Profilograph | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130726001 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 04013 |( 3 ) 07002 |APAC MID-SOUTH, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 410H000 1.000 EACH| 189865.00000 189865.00| 162391.69000 162391.69| 190837.72000 190837.72 Material Remixing Device | | | 0110 423A003 31897.000 TON | 88.84000 2833729.48| 99.23000 3165139.31| 93.40000 2979179.80 Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0120 423B002 29156.000 TON | 81.10000 2364551.60| 93.76000 2733666.56| 85.57000 2494878.92 Stone Matrix Asphalt Binder Layer, 3/4" | | | Maximum Aggregate Size | | | 0130 424A360 15947.000 TON | 71.56000 1141167.32| 77.34000 1233340.98| 74.96000 1195387.12 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 424B284 5000.000 TON | 95.87000 479350.00| 85.64000 428200.00| 91.10000 455500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0160 424B650 11627.000 TON | 64.11000 745406.97| 70.47000 819354.69| 65.23000 758429.21 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0170 428C000 107701.000 LF | 0.10000 10770.10| 0.10000 10770.10| 0.06000 6462.06 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130726001 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 04013 |( 3 ) 07002 |APAC MID-SOUTH, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 600A000 LUMP| 416645.00000 416645.00| 285704.49000 285704.49| 668634.39000 668634.39 Mobilization | | | 0190 610D003 500.000 SQYD| 5.00000 2500.00| 1.68000 840.00| 1.20000 600.00 Filter Blanket, Geotextile | | | 0200 629A060 27855.000 LF | 39.90000 1111414.50| 43.74000 1218377.70| 50.27000 1400270.85 Concrete Median Or Safety Barrier | | | Vertical Extension, Type 10 Modified | | | 0210 630A001 4948.000 LF | 21.75000 107619.00| 23.72000 117366.56| 26.19000 129588.12 Steel Beam Guardrail, Class A, Type 2 | | | 0220 630C000 29.000 EACH| 2400.00000 69600.00| 2617.60000 75910.40| 2889.71000 83801.59 Guardrail End Anchor, Type 10 | | | 0230 630C001 20.000 EACH| 750.00000 15000.00| 818.00000 16360.00| 903.03000 18060.60 Guardrail End Anchor, Type 8 | | | 0240 630C003 13.000 EACH| 1750.00000 22750.00| 1908.67000 24812.71| 2107.08000 27392.04 Guardrail End Anchor, Type 13 | | | 0250 630C050 4.000 EACH| 2850.00000 11400.00| 3108.40000 12433.60| 3431.53000 13726.12 Guardrail End Anchor, Type 20 Series | | | 0260 650A000 4023.000 CUYD| 26.65000 107212.95| 29.01000 116707.23| 26.90000 108218.70 Topsoil | | | 0270 652A100 5.000 ACRE| 700.00000 3500.00| 1160.28000 5801.40| 963.24000 4816.20 Seeding | | | 0280 654A001 9575.000 SQYD| 4.00000 38300.00| 4.53000 43374.75| 4.52000 43279.00 Solid Sodding (Bermuda) | | | 0290 656A010 5.000 ACRE| 700.00000 3500.00| 928.23000 4641.15| 481.62000 2408.10 Mulching | | | 0305 659C001 4000.000 SQYD| 1.60000 6400.00| 1.62000 6480.00| 1.69000 6760.00 Erosion Control Product, Type S3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130726001 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 04013 |( 3 ) 07002 |APAC MID-SOUTH, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0315 659C006 1500.000 SQYD| 4.00000 6000.00| 5.69000 8535.00| 3.61000 5415.00 Erosion Control Product, Type C6 | | | 0320 665B001 20.000 TON | 250.00000 5000.00| 493.12000 9862.40| 571.92000 11438.40 Temporary Mulching | | | 0330 665E000 2000.000 SQYD| 1.25000 2500.00| 2.32000 4640.00| 1.20000 2400.00 Polyethylene | | | 0340 665G000 1000.000 EACH| 4.00000 4000.00| 4.93000 4930.00| 4.82000 4820.00 Sand Bags | | | 0350 665J002 25000.000 LF | 3.00000 75000.00| 2.84000 71000.00| 2.55000 63750.00 Silt Fence | | | 0360 665N000 500.000 TON | 42.65000 21325.00| 46.41000 23205.00| 60.20000 30100.00 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0370 665O001 25000.000 LF | 1.00000 25000.00| 0.99000 24750.00| 0.12000 3000.00 Silt Fence Removal | | | 0380 665P005 77.000 EACH| 400.00000 30800.00| 261.06000 20101.62| 301.01000 23177.77 Inlet Protection, Stage 3 Or 4 | | | 0390 665Q002 2500.000 LF | 6.00000 15000.00| 5.80000 14500.00| 4.82000 12050.00 Wattle | | | 0400 680A001 LUMP| 28425.00000 28425.00| 40609.90000 40609.90| 108546.41000 108546.41 Geometric Controls | | | 0410 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 544,325.00) | | | 0420 701A227 15.000 MILE| 2360.00000 35400.00| 2581.63000 38724.45| 2841.36000 42620.40 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130726001 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 04013 |( 3 ) 07002 |APAC MID-SOUTH, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 701A230 15.000 MILE| 2360.00000 35400.00| 2581.63000 38724.45| 2841.36000 42620.40 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0440 701A239 19.000 MILE| 1166.70000 22167.30| 1276.31000 24249.89| 1404.72000 26689.68 Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0450 701B027 185.000 LF | 5.30000 980.50| 5.80000 1073.00| 6.39000 1182.15 Dotted, Class W, Type A Traffic Stripe | | | (5" Wide) | | | 0460 701B036 185.000 LF | 5.30000 980.50| 5.80000 1073.00| 6.39000 1182.15 Dotted Class W,Type B Traffic Stripe, | | | Black(5" Wide) | | | 0470 701B207 7432.000 LF | 0.42000 3121.44| 0.46000 3418.72| 0.51000 3790.32 Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0480 701C000 17.000 MILE| 583.35000 9916.95| 638.16000 10848.72| 702.36000 11940.12 Broken Temporary Traffic Stripe | | | 0490 701C001 21.000 MILE| 583.35000 12250.35| 638.16000 13401.36| 702.36000 14749.56 Solid Temporary Traffic Stripe | | | 0500 701G142 5625.000 LF | 1.06000 5962.50| 1.16000 6525.00| 1.28000 7200.00 Broken White, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0510 701G146 4960.000 LF | 2.86000 14185.60| 3.13000 15524.80| 3.45000 17112.00 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130726001 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 04013 |( 3 ) 07002 |APAC MID-SOUTH, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 701G154 4710.000 LF | 2.86000 13470.60| 3.13000 14742.30| 3.45000 16249.50 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0530 701G161 5625.000 LF | 1.06000 5962.50| 1.16000 6525.00| 1.28000 7200.00 Broken Black, Class W, Type B Traffic | | | Stripe (5" Wide) | | | 0540 703A002 6167.000 SQFT| 2.86000 17637.62| 3.13000 19302.71| 3.45000 21276.15 Traffic Control Markings, Class 2, Type | | | A | | | 0550 703B002 180.000 SQFT| 3.18000 572.40| 3.48000 626.40| 3.83000 689.40 Traffic Control Legends, Class 2, Type | | | 0560 703D001 6167.000 SQFT| 0.53000 3268.51| 0.58000 3576.86| 0.64000 3946.88 Temporary Traffic Control Markings | | | 0570 705A030 1345.000 EACH| 3.20000 4304.00| 3.48000 4680.60| 3.83000 5151.35 Pavement Markers, Class A-H, Type 2-C | | | 0580 705A031 1732.000 EACH| 3.20000 5542.40| 3.48000 6027.36| 3.83000 6633.56 Pavement Markers, Class A-H, Type 1-A | | | 0590 705A032 268.000 EACH| 3.20000 857.60| 3.48000 932.64| 3.83000 1026.44 Pavement Markers, Class A-H, Type 1-B | | | 0600 720A000 1.000 EACH| 26150.00000 26150.00| 28520.91000 28520.91| 31485.76000 31485.76 Vehicular Impact Attenuator Assembly ( | | | Bi-Directional, 70 mph) ( Sta 382+05) | | | 0610 728A000 2.000 EACH| 25000.00000 50000.00| 11327.47000 22654.94| 43541.55000 87083.10 Truck Mounted Impact Attenuator Unit | | | 0620 731A001 4.000 EACH| 5575.00000 22300.00| 7198.40000 28793.60| 4214.16000 16856.64 Traffic Counting Units, Type B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20130726001 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 04013 |( 3 ) 07002 |APAC MID-SOUTH, INC. |DUNN CONSTRUCTION CO., INC. |GOOD HOPE CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 740B000 2238.000 SQFT| 5.85000 13092.30| 6.96000 15576.48| 7.66000 17143.08 Construction Signs | | | 0640 740C000 42.000 SQFT| 5.85000 245.70| 11.60000 487.20| 12.77000 536.34 Special Construction Signs | | | 0650 740D000 450.000 EACH| 42.40000 19080.00| 46.41000 20884.50| 51.08000 22986.00 Channelizing Drums | | | 0660 740E000 100.000 EACH| 20.00000 2000.00| 23.21000 2321.00| 22.99000 2299.00 Cones (36 Inches High) | | | 0670 740M001 100.000 EACH| 10.60000 1060.00| 11.60000 1160.00| 12.77000 1277.00 Ballast For Cone | | | 0680 741C010 4.000 EACH| 2240.00000 8960.00| 2320.57000 9282.28| 2554.03000 10216.12 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0690 742A001 4.000 EACH| 3360.00000 13440.00| 3480.85000 13923.40| 3831.05000 15324.20 Portable Changeable Message Sign, Type | | | 0700 999 000 1760.000 HOUR| 0.80000 1408.00| 0.80000 1408.00| 0.80000 1408.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 11,426,382.79| $ 11,977,238.46| $ 12,567,877.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,426,382.79| $ 11,977,238.46| $ 12,567,877.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 CONTRACT TIME : 230 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACAA58363-ATRP(001) for constructing the Widening, Resurfacing, and Traffic Stripe on Cotton Avenue (to include a Roundabout and Bus Bays) from 10th Street to Lomb Avenue in Birmingham. Length 0.485 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 22005 VETERANS LANDSCAPING COMPANY, INC. $ 2,521,967.38 100.0000% 2 18009 RUSSO CORPORATION $ 2,693,321.76 106.7945% 3 03104 CARCEL & G. CONSTRUCTION, LLC $ 2,897,661.07 114.8968% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |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| 20000.00000 20000.00| 13064.27000 13064.27| 20000.00000 20000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 5 Acres) | | | | | | 0020 205A001 1.000 EACH| 11590.14000 11590.14| 13525.56000 13525.56| 15000.00000 15000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 18910.23000 18910.23| 13525.56000 13525.56| 15000.00000 15000.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 20130.24000 20130.24| 18655.29000 18655.29| 15000.00000 15000.00 Removal Of Structures, Structure No. 3 | | | 0050 206B000 LUMP| 18029.54000 18029.54| 10553.24000 10553.24| 20000.00000 20000.00 Removal Of Old Box Culvert, Station | | | 6+47 Existing Cotton Avenue | | | 0060 206C000 2809.000 SQYD| 1.57000 4410.13| 6.94000 19494.46| 22.00000 61798.00 Removing Concrete Sidewalk | | | 0070 206C001 11641.000 SQYD| 8.98000 104536.18| 11.48000 133638.68| 22.00000 256102.00 Removing Concrete Pavement | | | 0080 206C010 487.000 SQYD| 1.94000 944.78| 8.43000 4105.41| 22.00000 10714.00 Removing Concrete Driveway | | | 0090 206D000 403.000 LF | 8.22000 3312.66| 28.47000 11473.41| 10.00000 4030.00 Removing Pipe | | | 0100 206D002 2312.000 LF | 6.37000 14727.44| 3.93000 9086.16| 6.00000 13872.00 Removing Curb | | | 0110 206D003 4418.000 LF | 6.37000 28142.66| 3.93000 17362.74| 6.00000 26508.00 Removing Curb And Gutter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 206D011 1328.000 LF | 30.50000 40504.00| 29.10000 38644.80| 10.00000 13280.00 Removing Fence | | | 0130 206E001 6.000 EACH| 301.89000 1811.34| 233.25000 1399.50| 500.00000 3000.00 Removing Inlets | | | 0140 206E046 5.000 EACH| 187.83000 939.15| 382.34000 1911.70| 800.00000 4000.00 Removing Light Standard Base | | | 0150 210A000 1585.000 CUYD| 13.93000 22079.05| 23.49000 37231.65| 30.00000 47550.00 Unclassified Excavation | | | 0160 210D001 587.000 CUYD| 22.20000 13031.40| 27.41000 16089.67| 35.00000 20545.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0170 214A000 3682.000 CUYD| 9.49000 34942.18| 12.89000 47460.98| 15.00000 55230.00 Structure Excavation | | | 0180 214B001 892.000 CUYD| 57.39000 51191.88| 36.94000 32950.48| 36.00000 32112.00 Foundation Backfill, Commercial | | | 0190 230A000 27.000 RBST| 1202.59000 32469.93| 651.48000 17589.96| 800.00000 21600.00 Roadbed Processing | | | 0200 405A000 1500.000 GAL | 4.12000 6180.00| 3.99000 5985.00| 3.55000 5325.00 Tack Coat | | | 0210 407B000 1.000 MILE| 255.62000 255.62| 570.08000 570.08| 220.00000 220.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0220 424A360 1241.000 TON | 96.21000 119396.61| 91.21000 113191.61| 82.80000 102754.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 424B651 2802.000 TON | 83.19000 233098.38| 85.51000 239599.02| 71.60000 200623.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0240 424B681 2802.000 TON | 80.75000 226261.50| 85.51000 239599.02| 69.50000 194739.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0250 424C360 2002.000 TON | 81.68000 163523.36| 79.81000 159779.62| 70.30000 140740.60 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0260 430B040 227.000 TON | 25.86000 5870.22| 53.44000 12130.88| 30.00000 6810.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0270 450A015 160.000 SQYD| 437.95000 70072.00| 239.91000 38385.60| 167.00000 26720.00 Reinforced Cement Concrete Pavement,14 | | | Inches Thick | | | 0280 502A000 24867.000 LB | 1.46000 36305.82| 1.43000 35559.81| 1.04000 25861.68 Steel Reinforcement | | | 0290 524A010 139.000 CUYD| 808.69000 112407.91| 724.47000 100701.33| 950.00000 132050.00 Culvert Concrete | | | 0300 530A001 378.000 LF | 33.46000 12647.88| 79.22000 29945.16| 102.18000 38624.04 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -5 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 530A002 41.000 LF | 45.32000 1858.12| 87.69000 3595.29| 141.16000 5787.56 24" Roadway Pipe (Class 3 R.C.) | | | 0320 530A004 41.000 LF | 69.53000 2850.73| 118.83000 4872.03| 168.75000 6918.75 36" Roadway Pipe (Class 3 R.C.) | | | 0330 530B001 108.000 LF | 37.06000 4002.48| 87.48000 9447.84| 110.49000 11932.92 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0340 533A098 1349.000 LF | 29.79000 40186.71| 46.92000 63295.08| 61.20000 82558.80 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0350 533A099 201.000 LF | 38.84000 7806.84| 55.44000 11143.44| 74.14000 14902.14 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0360 533A100 27.000 LF | 54.34000 1467.18| 71.74000 1936.98| 150.00000 4050.00 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0370 533A101 406.000 LF | 61.94000 25147.64| 89.83000 36470.98| 101.27000 41115.62 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0380 600A000 LUMP| 71857.06000 71857.06| 217609.10000 217609.10| 297356.70000 297356.70 Mobilization | | | 0390 602A000 54.000 EACH| 210.91000 11389.14| 152.35000 8226.90| 600.00000 32400.00 Right Of Way Markers | | | 0400 606A000 500.000 LF | 21.60000 10800.00| 40.13000 20065.00| 20.00000 10000.00 6" Underdrain Pipe | | | 0410 610D003 135.000 SQYD| 3.49000 471.15| 1.02000 137.70| 10.00000 1350.00 Filter Blanket, Geotextile | | | 0420 614B000 16.000 CUYD| 1251.30000 20020.80| 890.75000 14252.00| 400.00000 6400.00 Reinforced Slope Paving | | | 0430 618A000 3226.000 SQYD| 51.24000 165300.24| 47.39000 152880.14| 55.00000 177430.00 Concrete Sidewalk, 4" Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -6 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 618B003 363.000 SQYD| 54.90000 19928.70| 53.31000 19351.53| 65.00000 23595.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0450 621A011 3.000 EACH| 1364.59000 4093.77| 2867.61000 8602.83| 3000.00000 9000.00 Junction Boxes, Type 1 Or 1P | | | 0460 621C001 1.000 EACH| 2257.03000 2257.03| 2984.30000 2984.30| 3200.00000 3200.00 Inlets, Type B | | | 0470 621C015 19.000 EACH| 2989.04000 56791.76| 3156.98000 59982.62| 3100.00000 58900.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0480 621C016 1.000 EACH| 3050.04000 3050.04| 3269.81000 3269.81| 3200.00000 3200.00 Inlets, Type S2 Or S4 (1 Wing) | | | 0490 621C017 5.000 EACH| 3233.04000 16165.20| 3343.15000 16715.75| 3700.00000 18500.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0500 621C018 4.000 EACH| 3294.04000 13176.16| 3455.98000 13823.92| 3800.00000 15200.00 Inlets, Type S2 Or S4 (2 Wing) | | | 0510 621C071 2.000 EACH| 3172.04000 6344.08| 3162.63000 6325.26| 3000.00000 6000.00 Inlets, Type S3 (1 Wing) (Modified) | | | 0520 621D015 26.000 EACH| 549.01000 14274.26| 473.88000 12320.88| 500.00000 13000.00 Inlet Units, Type S1 Or S3 | | | 0530 621D016 4.000 EACH| 549.01000 2196.04| 507.73000 2030.92| 500.00000 2000.00 Inlet Units, Type S2 Or S4 | | | 0540 621E001 1.000 EACH| 1879.89000 1879.89| 2155.55000 2155.55| 4000.00000 4000.00 Manholes, Type M | | | 0550 621F002 1.000 EACH| 323.01000 323.01| 297.24000 297.24| 650.00000 650.00 Manhole Units, Type M | | | 0560 623B000 1424.000 LF | 12.84000 18284.16| 12.13000 17273.12| 10.75000 15308.00 Concrete Curb, Type N | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -7 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 623B001 228.000 LF | 65.90000 15025.20| 62.22000 14186.16| 55.15000 12574.20 Concrete Curb, Type N Special | | | 0580 623C000 5275.000 LF | 13.74000 72478.50| 12.98000 68469.50| 11.50000 60662.50 Combination Curb & Gutter, Type C | | | 0590 623C003 1823.000 LF | 13.74000 25048.02| 12.98000 23662.54| 11.50000 20964.50 Combination Curb & Gutter, Type C | | | (Modified) | | | 0600 629A004 92.000 LF | 244.00000 22448.00| 237.53000 21852.76| 200.00000 18400.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0610 637A000 1157.000 LF | 61.00000 70577.00| 65.32000 75575.24| 45.00000 52065.00 Fence Reset | | | 0620 641E500 1.000 EACH| 2771.68000 2771.68| 6500.86000 6500.86| 4650.00000 4650.00 Fire Hydrant Reset | | | 0630 641R510 4.000 EACH| 915.01000 3660.04| 465.95000 1863.80| 585.00000 2340.00 3/4 Inch Water Meter And Box Reset | | | 0640 641R520 4.000 EACH| 1464.02000 5856.08| 888.83000 3555.32| 1750.00000 7000.00 2 Inch Water Meter And Box Reset | | | 0650 641S500 5.000 EACH| 131.05000 655.25| 122.61000 613.05| 500.00000 2500.00 Valve Box Reset | | | 0660 645A512 80.000 LF | 192.73000 15418.40| 213.94000 17115.20| 200.00000 16000.00 10 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 0670 645K500 3.000 EACH| 1330.90000 3992.70| 588.61000 1765.83| 1075.00000 3225.00 Manhole Frame And Cover Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -8 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 650B000 794.000 CUYD| 13.50000 10719.00| 26.49000 21033.06| 15.00000 11910.00 Topsoil From Stockpiles | | | 0690 654A001 11524.000 SQYD| 4.65000 53586.60| 4.04000 46556.96| 5.00000 57620.00 Solid Sodding (Bermuda) | | | 0700 665A000 4.000 ACRE| 464.77000 1859.08| 950.13000 3800.52| 1000.00000 4000.00 Temporary Seeding | | | 0710 665B001 12.000 TON | 697.15000 8365.80| 237.53000 2850.36| 600.00000 7200.00 Temporary Mulching | | | 0720 665C010 100.000 LF | 43.28000 4328.00| 62.18000 6218.00| 15.00000 1500.00 Temporary Pipe | | | 0730 665G000 100.000 EACH| 5.81000 581.00| 4.75000 475.00| 10.00000 1000.00 Sand Bags | | | 0740 665I000 75.000 TON | 33.56000 2517.00| 29.61000 2220.75| 80.00000 6000.00 Temporary Riprap, Class 2 | | | 0750 665J002 7240.000 LF | 3.49000 25267.60| 2.97000 21502.80| 3.50000 25340.00 Silt Fence | | | 0760 665N000 150.000 TON | 25.72000 3858.00| 33.65000 5047.50| 40.00000 6000.00 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0770 665O001 7240.000 LF | 0.87000 6298.80| 0.48000 3475.20| 1.00000 7240.00 Silt Fence Removal | | | 0780 665P005 35.000 EACH| 435.72000 15250.20| 178.15000 6235.25| 450.00000 15750.00 Inlet Protection, Stage 3 Or 4 | | | 0790 665Q002 1000.000 LF | 8.13000 8130.00| 7.13000 7130.00| 8.00000 8000.00 Wattle | | | 0800 666A001 4.000 ACRE| 29.05000 116.20| 3.56000 14.24| 100.00000 400.00 Pest Control Treatment | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -9 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 674A000 500.000 LF | 2.71000 1355.00| 8.71000 4355.00| 5.00000 2500.00 Construction Safety Fence | | | 0820 680A001 LUMP| 97601.16000 97601.16| 92316.89000 92316.89| 75000.00000 75000.00 Geometric Controls | | | 0830 698A000 LUMP| 1.45000 1.45| 1.19000 1.19| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 172,000.00)) | | | 0840 701A227 1.000 MILE| 2846.69000 2846.69| 3325.45000 3325.45| 2103.00000 2103.00 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0850 701A230 2.000 MILE| 2846.71000 5693.42| 3325.45000 6650.90| 2103.00000 4206.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0860 701A244 1.000 MILE| 1684.78000 1684.78| 1781.49000 1781.49| 1472.00000 1472.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0870 701B205 120.000 LF | 0.58000 69.60| 2.38000 285.60| 0.28000 33.60 Dotted, Class 2, Type A, Traffic Stripe | | | 0880 701B207 485.000 LF | 0.87000 421.95| 2.38000 1154.30| 0.28000 135.80 Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0890 701C000 1.000 MILE| 697.15000 697.15| 890.75000 890.75| 378.00000 378.00 Broken Temporary Traffic Stripe | | | 0900 701C001 3.000 MILE| 755.24000 2265.72| 890.75000 2672.25| 378.00000 1134.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -10 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 701H001 155.000 LF | 0.58000 89.90| 2.38000 368.90| 1.60000 248.00 Solid Traffic Stripe Removed (Plastic) | | | 0920 703A002 3778.000 SQFT| 4.65000 17567.70| 3.56000 13449.68| 3.04000 11485.12 Traffic Control Markings, Class 2, Type | | | A | | | 0930 703B002 203.000 SQFT| 4.65000 943.95| 3.56000 722.68| 5.16000 1047.48 Traffic Control Legends, Class 2, Type | | | 0940 703D001 688.000 SQFT| 2.32000 1596.16| 1.19000 818.72| 1.22000 839.36 Temporary Traffic Control Markings | | | 0950 707B003 2.000 EACH| 170.80000 341.60| 118.77000 237.54| 133.13000 266.26 Type A Hazard Marker Installation | | | 0960 710A115 170.000 SQFT| 19.52000 3318.40| 15.44000 2624.80| 15.97000 2714.90 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 0970 710A126 91.000 SQFT| 21.96000 1998.36| 20.19000 1837.29| 18.11000 1648.01 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 0980 710B021 481.000 LF | 10.98000 5281.38| 10.10000 4858.10| 9.05000 4353.05 Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 0990 730A012 LUMP| 1310.30000 1310.30| 1989.09000 1989.09| 1074.00000 1074.00 Removal Of Existing Traffic Control | | | Unit (Partial) ( At Lomb Avenue And Relocated Tuscaloosa | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -11 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 730C000 LUMP| 1177.31000 1177.31| 5742.78000 5742.78| 965.00000 965.00 Furnishing And Installing Traffic | | | Control Unit ( At Lomb Avenue And Relocated | | | | | | 1010 730E000 1.000 EACH| 2992.70000 2992.70| 4043.49000 4043.49| 2453.00000 2453.00 Metal Traffic Signal Pole Foundation | | | 1020 730F000 1.000 EACH| 11712.14000 11712.14| 9866.80000 9866.80| 10927.00000 10927.00 Metal Traffic Signal Pole With 50 Ft | | | Mast Arm Assembly | | | 1030 730H001 750.000 LF | 2.75000 2062.50| 2.48000 1860.00| 2.25000 1687.50 Loop Wire | | | 1040 730I001 225.000 LF | 1.16000 261.00| 1.94000 436.50| 0.95000 213.75 Loop Detector Lead-In-Cable | | | 1050 730K000 2.000 EACH| 396.51000 793.02| 350.33000 700.66| 325.00000 650.00 Traffic Signal Junction Box | | | 1060 730L005 100.000 LF | 3.66000 366.00| 8.99000 899.00| 3.00000 300.00 2", Non-Metallic, Conduit | | | 1070 730P022 1.000 EACH| 962.59000 962.59| 752.47000 752.47| 789.00000 789.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1080 730P024 1.000 EACH| 1895.90000 1895.90| 1629.02000 1629.02| 1554.00000 1554.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1090 740B000 607.000 SQFT| 7.32000 4443.24| 7.13000 4327.91| 6.39000 3878.73 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 010 -12 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20130726010 COUNTIES : JEFFERSON LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 22005 |( 2 ) 18009 |( 3 ) 03104 |VETERANS LANDSCAPING COMPAN |RUSSO CORPORATION |CARCEL & G. CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 740C000 87.000 SQFT| 8.54000 742.98| 14.25000 1239.75| 12.78000 1111.86 Special Construction Signs | | | 1110 740D000 50.000 EACH| 36.60000 1830.00| 47.51000 2375.50| 42.60000 2130.00 Channelizing Drums | | | 1120 740E000 75.000 EACH| 15.86000 1189.50| 21.38000 1603.50| 19.17000 1437.75 Cones (36 Inches High) | | | 1130 740F002 22.000 EACH| 201.30000 4428.60| 207.84000 4572.48| 186.37000 4100.14 Barricades, Type III | | | 1140 740I002 11.000 EACH| 475.81000 5233.91| 237.53000 2612.83| 213.00000 2343.00 Warning Lights, Type B | | | 1150 740M001 75.000 EACH| 10.98000 823.50| 11.88000 891.00| 10.65000 798.75 Ballast For Cone | | | 1160 741C010 1.000 EACH| 4026.05000 4026.05| 2137.79000 2137.79| 1917.00000 1917.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1170 756A022 65.000 LF | 53.68000 3489.20| 50.66000 3292.90| 44.00000 2860.00 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 2,521,967.38| $ 2,693,321.76| $ 2,897,661.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,521,967.38| $ 2,693,321.76| $ 2,897,661.07 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20130726011 COUNTIES : LIMESTONE MADISON LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACAA59030-ATRP(001) for constructing the Phase I Resurfacing (Planing, Resurfacing and Pavement Markers) on CR-3 (County Line Road) from the junction of Mill Road to just south of SR-2 (US-72) west of Madison. Length 2.640 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 18037 REED CONTRACTING SERVICES, INC. $ 1,603,695.26 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 1,626,261.00 101.4071% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,767,409.98 110.2086% 4 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 2,018,023.35 125.8358% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20130726011 COUNTIES : LIMESTONE MADISON LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01096 |( 3 ) 23024 |REED CONTRACTING SERVICES, |APAC MID-SOUTH, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 12100.000 GAL | 2.77000 33517.00| 3.59000 43439.00| 3.00000 36300.00 Tack Coat | | | 0020 407B000 11.000 MILE| 431.17000 4742.87| 575.00000 6325.00| 250.00000 2750.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 408A052 86423.000 SQYD| 0.71000 61360.33| 1.08000 93336.84| 0.50000 43211.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410H000 1.000 EACH| 10425.54000 10425.54| 18583.73000 18583.73| 5000.00000 5000.00 Material Remixing Device | | | 0050 424B650 7117.000 TON | 58.82000 418621.94| 61.19000 435489.23| 50.00000 355850.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0060 424B685 3209.000 TON | 80.48000 258260.32| 73.15000 234738.35| 77.00000 247093.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0070 424B688 2705.000 TON | 60.06000 162462.30| 51.98000 140605.90| 81.00000 219105.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20130726011 COUNTIES : LIMESTONE MADISON LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01096 |( 3 ) 23024 |REED CONTRACTING SERVICES, |APAC MID-SOUTH, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 424B689 8116.000 TON | 56.17000 455875.72| 53.73000 436072.68| 81.00000 657396.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0090 424C364 867.000 TON | 85.16000 73833.72| 85.65000 74258.55| 75.00000 65025.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0100 430B014 418.000 TON | 25.10000 10491.80| 37.82000 15808.76| 50.00000 20900.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0110 600A000 LUMP| 4582.32000 4582.32| 36970.00000 36970.00| 9000.00000 9000.00 Mobilization | | | 0120 665G000 220.000 EACH| 11.56000 2543.20| 5.30000 1166.00| 5.05000 1111.00 Sand Bags | | | 0130 665J002 1000.000 LF | 3.52000 3520.00| 5.20000 5200.00| 3.54000 3540.00 Silt Fence | | | 0140 665O001 1000.000 LF | 2.53000 2530.00| 1.67000 1670.00| 1.01000 1010.00 Silt Fence Removal | | | 0150 665Q002 200.000 LF | 10.29000 2058.00| 6.98000 1396.00| 7.07000 1414.00 Wattle | | | 0160 680A001 LUMP| 12105.50000 12105.50| 7387.08000 7387.08| 9248.64000 9248.64 Geometric Controls | | | 0170 698A000 LUMP| 0.01000 0.01| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 91,165.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20130726011 COUNTIES : LIMESTONE MADISON LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01096 |( 3 ) 23024 |REED CONTRACTING SERVICES, |APAC MID-SOUTH, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 701C000 40.000 MILE| 515.00000 20600.00| 502.53000 20101.20| 505.34000 20213.60 Broken Temporary Traffic Stripe | | | 0190 701C001 48.000 MILE| 566.50000 27192.00| 552.79000 26533.92| 555.87000 26681.76 Solid Temporary Traffic Stripe | | | 0200 703D001 3100.000 SQFT| 1.03000 3193.00| 1.01000 3131.00| 1.01000 3131.00 Temporary Traffic Control Markings | | | 0210 703E001 359.000 SQFT| 1.03000 369.77| 1.01000 362.59| 1.01000 362.59 Temporary Traffic Control Legends | | | 0220 705A030 132.000 EACH| 3.86000 509.52| 3.77000 497.64| 3.79000 500.28 Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 400.000 EACH| 3.86000 1544.00| 3.77000 1508.00| 3.79000 1516.00 Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 501.000 EACH| 3.86000 1933.86| 3.77000 1888.77| 3.79000 1898.79 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 800.000 EACH| 3.86000 3088.00| 3.77000 3016.00| 3.79000 3032.00 Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 360.000 EACH| 3.86000 1389.60| 3.77000 1357.20| 3.79000 1364.40 Pavement Markers, Class A-H, Type 2-E | | | 0270 730H001 2500.000 LF | 2.16000 5400.00| 2.11000 5275.00| 2.13000 5325.00 Loop Wire | | | 0280 740B000 892.000 SQFT| 5.96000 5316.32| 5.80000 5173.60| 6.38000 5690.96 Construction Signs | | | 0290 740D000 200.000 EACH| 31.45000 6290.00| 10.53000 2106.00| 52.85000 10570.00 Channelizing Drums | | | 0300 740E000 50.000 EACH| 23.12000 1156.00| 10.53000 526.50| 17.23000 861.50 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20130726011 COUNTIES : LIMESTONE MADISON LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 01096 |( 3 ) 23024 |REED CONTRACTING SERVICES, |APAC MID-SOUTH, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740M001 50.000 EACH| 0.01000 0.50| 1.14000 57.00| 9.77000 488.50 Ballast For Cone | | | 0320 741C010 2.000 EACH| 1463.68000 2927.36| 455.89000 911.78| 1595.81000 3191.62 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0330 742A001 2.000 EACH| 2927.38000 5854.76| 683.84000 1367.68| 2313.92000 4627.84 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 1,603,695.26| $ 1,626,261.00| $ 1,767,409.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,603,695.26| $ 1,626,261.00| $ 1,767,409.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20130726011 COUNTIES : LIMESTONE MADISON LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 12100.000 GAL | 4.00000 48400.00| | Tack Coat | | | 0020 407B000 11.000 MILE| 1000.00000 11000.00| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 408A052 86423.000 SQYD| 1.20000 103707.60| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410H000 1.000 EACH| 20000.00000 20000.00| | Material Remixing Device | | | 0050 424B650 7117.000 TON | 65.00000 462605.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0060 424B685 3209.000 TON | 75.00000 240675.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0070 424B688 2705.000 TON | 62.00000 167710.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 011 -7 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20130726011 COUNTIES : LIMESTONE MADISON LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 424B689 8116.000 TON | 74.00000 600584.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0090 424C364 867.000 TON | 64.00000 55488.00| | Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0100 430B014 418.000 TON | 31.00000 12958.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0110 600A000 LUMP| 67000.00000 67000.00| | Mobilization | | | 0120 665G000 220.000 EACH| 11.00000 2420.00| | Sand Bags | | | 0130 665J002 1000.000 LF | 9.00000 9000.00| | Silt Fence | | | 0140 665O001 1000.000 LF | 2.00000 2000.00| | Silt Fence Removal | | | 0150 665Q002 200.000 LF | 10.00000 2000.00| | Wattle | | | 0160 680A001 LUMP| 6500.00000 6500.00| | Geometric Controls | | | 0170 698A000 LUMP| 91165.00000 91165.00| | Construction Fuel (Maximum Bid Limited | | | to $ 91,165.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 011 -8 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20130726011 COUNTIES : LIMESTONE MADISON LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 701C000 40.000 MILE| 500.00000 20000.00| | Broken Temporary Traffic Stripe | | | 0190 701C001 48.000 MILE| 550.00000 26400.00| | Solid Temporary Traffic Stripe | | | 0200 703D001 3100.000 SQFT| 1.00000 3100.00| | Temporary Traffic Control Markings | | | 0210 703E001 359.000 SQFT| 1.00000 359.00| | Temporary Traffic Control Legends | | | 0220 705A030 132.000 EACH| 3.75000 495.00| | Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 400.000 EACH| 3.75000 1500.00| | Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 501.000 EACH| 3.75000 1878.75| | Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 800.000 EACH| 3.75000 3000.00| | Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 360.000 EACH| 3.75000 1350.00| | Pavement Markers, Class A-H, Type 2-E | | | 0270 730H001 2500.000 LF | 2.00000 5000.00| | Loop Wire | | | 0280 740B000 892.000 SQFT| 9.00000 8028.00| | Construction Signs | | | 0290 740D000 200.000 EACH| 65.00000 13000.00| | Channelizing Drums | | | 0300 740E000 50.000 EACH| 12.00000 600.00| | Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 011 -9 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20130726011 COUNTIES : LIMESTONE MADISON LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 11014 |( ) |( ) |JOE KEENUM EXCAVATION & CON | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740M001 50.000 EACH| 2.00000 100.00| | Ballast For Cone | | | 0320 741C010 2.000 EACH| 5000.00000 10000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0330 742A001 2.000 EACH| 10000.00000 20000.00| | Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 2,018,023.35| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,018,023.35| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20130726012 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACAA60061-ATRP(001) for constructing the Micro-Surfacing Treatment, Traffic Stripe, and Guardrail Replacement on various routes as indicated in the plans. Length 37.019 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 22021 VANCE BROTHERS, INC. $ 1,806,960.47 100.0000% 2 19144 STRAWSER CONSTRUCTION INC. $ 2,576,602.55 142.5932% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,639,833.11 146.0925% 4 13121 THE MILLER PAVING GROUP, INC. $ 2,697,178.53 149.2661% 5 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 2,747,065.44 152.0269% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130726012 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 22021 |( 2 ) 19144 |( 3 ) 23024 |VANCE BROTHERS, INC. |STRAWSER CONSTRUCTION INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 659.000 LF | 2.15000 1416.85| 2.50000 1647.50| 1.88000 1238.92 Removing Guardrail | | | 0020 206E008 15.000 EACH| 215.00000 3225.00| 235.00000 3525.00| 188.00000 2820.00 Removing Guardrail End Anchor (All Type | | | 0030 403B000 5992.000 TON | 163.32000 978613.44| 253.00000 1515976.00| 203.65000 1220270.80 Micro-Surfacing Seal Coat, Type II | | | 0040 403B001 368.000 TON | 163.32000 60101.76| 222.00000 81696.00| 203.65000 74943.20 Micro-Surfacing Seal Coat, Type III | | | 0050 600A000 LUMP| 41000.00000 41000.00| 128700.00000 128700.00| 632000.00000 632000.00 Mobilization | | | 0060 630A001 264.000 LF | 20.43000 5393.52| 23.00000 6072.00| 17.86000 4715.04 Steel Beam Guardrail, Class A, Type 2 | | | 0070 630A004 608.000 LF | 26.88000 16343.04| 29.00000 17632.00| 23.50000 14288.00 Steel Beam Guardrail, Class B, Type 2 | | | 0080 630C003 5.000 EACH| 1612.50000 8062.50| 1750.00000 8750.00| 1410.00000 7050.00 Guardrail End Anchor, Type 13 | | | 0090 630C022 8.000 EACH| 2311.25000 18490.00| 2510.00000 20080.00| 2021.00000 16168.00 Guardrail End Anchor, Type Special | | | 0100 630C050 15.000 EACH| 2203.75000 33056.25| 2390.00000 35850.00| 1927.00000 28905.00 Guardrail End Anchor, Type 20 Series | | | 0110 698A000 LUMP| 1.00000 1.00| 96900.00000 96900.00| 70000.00000 70000.00 Construction Fuel (Maximum Bid Limited | | | to $ 142,410.00) | | | 0120 701A231 78.000 MILE| 2035.00000 158730.00| 2510.00000 195780.00| 1850.00000 144300.00 Solid White, Class 2, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130726012 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 22021 |( 2 ) 19144 |( 3 ) 23024 |VANCE BROTHERS, INC. |STRAWSER CONSTRUCTION INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A235 55.000 MILE| 2035.00000 111925.00| 2510.00000 138050.00| 1850.00000 101750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0140 701A240 3.000 MILE| 1485.00000 4455.00| 175.00000 525.00| 1350.00000 4050.00 Broken White, Class 2, Type A Traffic | | | Stripe | | | 0150 701A245 30.000 MILE| 1100.00000 33000.00| 1755.00000 52650.00| 1000.00000 30000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0160 701B205 1500.000 LF | 1.10000 1650.00| 0.41000 615.00| 1.00000 1500.00 Dotted, Class 2, Type A, Traffic Stripe | | | 0170 701C000 78.000 MILE| 440.00000 34320.00| 408.00000 31824.00| 400.00000 31200.00 Broken Temporary Traffic Stripe | | | 0180 701C001 134.000 MILE| 440.00000 58960.00| 408.00000 54672.00| 400.00000 53600.00 Solid Temporary Traffic Stripe | | | 0190 701H001 702240.000 LF | 0.17000 119380.80| 0.13000 91291.20| 0.15000 105336.00 Solid Traffic Stripe Removed (Plastic) | | | 0200 701H006 174240.000 LF | 0.17000 29620.80| 0.13000 22651.20| 0.15000 26136.00 Broken Traffic Stripe Removed (Plastic) | | | 0210 701H011 1429.000 LF | 0.17000 242.93| 0.29000 414.41| 0.15000 214.35 Dotted Traffic Stripe Removed (Plastic) | | | 0220 703A002 8297.000 SQFT| 3.19000 26467.43| 3.00000 24891.00| 2.90000 24061.30 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 158.000 SQFT| 5.50000 869.00| 7.60000 1200.80| 5.00000 790.00 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130726012 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 22021 |( 2 ) 19144 |( 3 ) 23024 |VANCE BROTHERS, INC. |STRAWSER CONSTRUCTION INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 703C001 8455.000 SQFT| 2.09000 17670.95| 1.50000 12682.50| 1.90000 16064.50 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0250 703D001 1262.000 SQFT| 0.55000 694.10| 0.87000 1097.94| 0.50000 631.00 Temporary Traffic Control Markings | | | 0260 705A030 60.000 EACH| 3.30000 198.00| 3.00000 180.00| 3.00000 180.00 Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 143.000 EACH| 3.30000 471.90| 3.00000 429.00| 3.00000 429.00 Pavement Markers, Class A-H, Type 1-A | | | 0280 705A032 1043.000 EACH| 3.30000 3441.90| 3.00000 3129.00| 3.00000 3129.00 Pavement Markers, Class A-H, Type 1-B | | | 0290 705A037 3865.000 EACH| 3.30000 12754.50| 3.00000 11595.00| 3.00000 11595.00 Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 1178.000 SQFT| 6.60000 7774.80| 7.00000 8246.00| 6.00000 7068.00 Construction Signs | | | 0310 740E000 150.000 EACH| 15.40000 2310.00| 16.00000 2400.00| 5.00000 750.00 Cones (36 Inches High) | | | 0320 740M001 150.000 EACH| 8.80000 1320.00| 9.00000 1350.00| 1.00000 150.00 Ballast For Cone | | | 0330 740O000 1.000 EACH| 15000.00000 15000.00| 4100.00000 4100.00| 4500.00000 4500.00 Pilot Car | | | SECTION TOTALS | $ 1,806,960.47| $ 2,576,602.55| $ 2,639,833.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,806,960.47| $ 2,576,602.55| $ 2,639,833.11 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130726012 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13121 |( 5 ) 23056 |( ) |THE MILLER PAVING GROUP, IN |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 659.000 LF | 2.10000 1383.90| 2.38000 1568.42| Removing Guardrail | | | 0020 206E008 15.000 EACH| 210.00000 3150.00| 237.50000 3562.50| Removing Guardrail End Anchor (All Type | | | 0030 403B000 5992.000 TON | 310.00000 1857520.00| 254.56000 1525323.52| Micro-Surfacing Seal Coat, Type II | | | 0040 403B001 368.000 TON | 320.00000 117760.00| 254.56000 93678.08| Micro-Surfacing Seal Coat, Type III | | | 0050 600A000 LUMP| 15000.00000 15000.00| 266022.07000 266022.07| Mobilization | | | 0060 630A001 264.000 LF | 20.00000 5280.00| 22.56000 5955.84| Steel Beam Guardrail, Class A, Type 2 | | | 0070 630A004 608.000 LF | 26.25000 15960.00| 29.69000 18051.52| Steel Beam Guardrail, Class B, Type 2 | | | 0080 630C003 5.000 EACH| 1600.00000 8000.00| 1781.25000 8906.25| Guardrail End Anchor, Type 13 | | | 0090 630C022 8.000 EACH| 2260.00000 18080.00| 2553.13000 20425.04| Guardrail End Anchor, Type Special | | | 0100 630C050 15.000 EACH| 2150.00000 32250.00| 2434.38000 36515.70| Guardrail End Anchor, Type 20 Series | | | 0110 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 142,410.00) | | | 0120 701A231 78.000 MILE| 2035.00000 158730.00| 2312.50000 180375.00| Solid White, Class 2, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130726012 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13121 |( 5 ) 23056 |( ) |THE MILLER PAVING GROUP, IN |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A235 55.000 MILE| 2035.00000 111925.00| 2312.50000 127187.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0140 701A240 3.000 MILE| 1485.00000 4455.00| 1687.50000 5062.50| Broken White, Class 2, Type A Traffic | | | Stripe | | | 0150 701A245 30.000 MILE| 1100.00000 33000.00| 1250.00000 37500.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0160 701B205 1500.000 LF | 1.10000 1650.00| 1.25000 1875.00| Dotted, Class 2, Type A, Traffic Stripe | | | 0170 701C000 78.000 MILE| 440.00000 34320.00| 500.00000 39000.00| Broken Temporary Traffic Stripe | | | 0180 701C001 134.000 MILE| 440.00000 58960.00| 500.00000 67000.00| Solid Temporary Traffic Stripe | | | 0190 701H001 702240.000 LF | 0.17000 119380.80| 0.19000 133425.60| Solid Traffic Stripe Removed (Plastic) | | | 0200 701H006 174240.000 LF | 0.17000 29620.80| 0.19000 33105.60| Broken Traffic Stripe Removed (Plastic) | | | 0210 701H011 1429.000 LF | 0.17000 242.93| 0.19000 271.51| Dotted Traffic Stripe Removed (Plastic) | | | 0220 703A002 8297.000 SQFT| 3.20000 26550.40| 3.63000 30118.11| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 158.000 SQFT| 5.50000 869.00| 6.25000 987.50| Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20130726012 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 13121 |( 5 ) 23056 |( ) |THE MILLER PAVING GROUP, IN |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0240 703C001 8455.000 SQFT| 2.10000 17755.50| 2.38000 20122.90| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0250 703D001 1262.000 SQFT| 0.55000 694.10| 0.63000 795.06| Temporary Traffic Control Markings | | | 0260 705A030 60.000 EACH| 3.30000 198.00| 3.75000 225.00| Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 143.000 EACH| 3.30000 471.90| 3.75000 536.25| Pavement Markers, Class A-H, Type 1-A | | | 0280 705A032 1043.000 EACH| 3.30000 3441.90| 3.75000 3911.25| Pavement Markers, Class A-H, Type 1-B | | | 0290 705A037 3865.000 EACH| 3.30000 12754.50| 3.75000 14493.75| Pavement Markers, Class A-H, Type 2-D | | | 0300 740B000 1178.000 SQFT| 6.60000 7774.80| 10.00000 11780.00| Construction Signs | | | 0310 740E000 150.000 EACH| 0.00000 0.00| 103.49000 15523.50| Cones (36 Inches High) | | | 0320 740M001 150.000 EACH| 0.00000 0.00| 30.19000 4528.50| Ballast For Cone | | | 0330 740O000 1.000 EACH| 0.00000 0.00| 39231.97000 39231.97| Pilot Car | | | SECTION TOTALS | $ 2,697,178.53| $ 2,747,065.44| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,697,178.53| $ 2,747,065.44| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 CONTRACT TIME : 400 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACBR58498-ATRP(001) for constructing the Bridge Replacements and Approaches (Grade, Drain, Base, Pave, and Bridges) on CR-15 over Bassett Creek. Length 1.107 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 13125 MCINNIS CONSTRUCTION, LLC $ 5,986,035.82 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 6,089,033.02 101.7206% 3 23034 T.L. WALLACE CONSTRUCTION, INC. $ 6,173,151.86 103.1259% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 6,363,242.96 106.3015% 5 14008 NEWELL & BUSH, INC. $ 6,492,457.38 108.4600% 6 19007 SCOTT BRIDGE COMPANY, INC. $ 6,611,543.10 110.4494% 7 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 6,803,391.88 113.6544% 8 20041 TANNER, INC. $ 6,851,003.18 114.4498% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE 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| 68000.00000 68000.00| 68000.00000 68000.00| 68000.00000 68000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) (Approx. 17 Acres) | | | | | | 0020 206A000 LUMP| 35000.00000 35000.00| 30000.00000 30000.00| 49249.40000 49249.40 Removal Of Old Bridge, Station Sta 34+1 | | | 0030 206A001 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| 58555.81000 58555.81 Removal Of Old Bridge, Station Sta. | | | 44+84 | | | 0040 206C016 93.000 SQYD| 10.00000 930.00| 40.00000 3720.00| 8.94000 831.42 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0050 206D000 290.000 LF | 5.00000 1450.00| 10.00000 2900.00| 10.53000 3053.70 Removing Pipe | | | 0060 210A000 33880.000 CUYD| 4.00000 135520.00| 4.69000 158897.20| 4.94000 167367.20 Unclassified Excavation | | | 0070 210B000 326.000 CUYD| 10.00000 3260.00| 10.00000 3260.00| 10.53000 3432.78 Channel Excavation | | | 0080 210C000 8281.000 CUYD| 6.00000 49686.00| 7.50000 62107.50| 7.89000 65337.09 Muck Excavation | | | 0090 210D011 24809.000 CUYD| 4.75000 117842.75| 5.07000 125781.63| 5.34000 132480.06 Borrow Excavation (A-4 Or Better) | | | 0100 210D012 26882.000 CUYD| 4.75000 127689.50| 5.07000 136291.74| 5.34000 143549.88 Borrow Excavation (A-2-4(0) Or A-4(0)) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 210D025 1982.000 CUYD| 8.00000 15856.00| 6.00000 11892.00| 6.32000 12526.24 Borrow Excavation (Improved Roadbed) | | | 0120 210E000 61778.000 CUYD| 6.23000 384876.94| 5.32000 328658.96| 5.60000 345956.80 Borrow Excavation (Underwater Backfill) | | | 0130 210E001 435.000 CUYD| 75.00000 32625.00| 61.71000 26843.85| 65.00000 28275.00 Borrow Excavation (Underwater | | | Embankment) | | | 0140 214A000 71.000 CUYD| 10.00000 710.00| 10.00000 710.00| 10.53000 747.63 Structure Excavation | | | 0150 214B001 24.000 CUYD| 55.00000 1320.00| 50.00000 1200.00| 52.63000 1263.12 Foundation Backfill, Commercial | | | 0160 215A000 972.000 CUYD| 35.00000 34020.00| 40.00000 38880.00| 22.96000 22317.12 Unclassified Bridge Excavation | | | 0170 215B000 LUMP| 275000.00000 275000.00| 110000.00000 110000.00| 57533.75000 57533.75 Cofferdams Or Sheeting And Shoring, Sta | | | 33+50 | | | 0180 215B001 LUMP| 225000.00000 225000.00| 110000.00000 110000.00| 57533.75000 57533.75 Cofferdams Or Sheeting And Shoring, Sta | | | 45+00 | | | 0190 230A000 37.000 RBST| 275.00000 10175.00| 300.00000 11100.00| 315.78000 11683.86 Roadbed Processing | | | 0200 240A000 2.000 EACH| 1500.00000 3000.00| 2000.00000 4000.00| 2114.05000 4228.10 Settlement Plate Assembly | | | 0220 243A020 5840.000 SQYD| 1.92000 11212.80| 2.76000 16118.40| 2.91000 16994.40 Geosynthetic Reinforcement For | | | Reinforced Slopes, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -4 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 243A035 39555.000 SQYD| 2.45000 96909.75| 4.18000 165339.90| 4.40000 174042.00 Geosynthetic Reinforcement For Soft | | | Soil Stabilization, Type 3 | | | 0240 301A012 9860.000 SQYD| 13.85000 136561.00| 14.97000 147604.20| 15.76000 155393.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0250 401A000 9860.000 SQYD| 0.86000 8479.60| 0.80000 7888.00| 1.00000 9860.00 Bituminous Treatment A | | | 0260 405A000 1765.000 GAL | 3.64000 6424.60| 3.40000 6001.00| 3.79000 6689.35 Tack Coat | | | 0270 407B000 1.000 MILE| 213.90000 213.90| 200.00000 200.00| 210.52000 210.52 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0280 408A053 5175.000 SQYD| 0.70000 3622.50| 0.65000 3363.75| 1.68000 8694.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0290 424A361 1226.000 TON | 66.31000 81296.06| 62.00000 76012.00| 75.79000 92918.54 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0300 424B651 2028.000 TON | 58.82000 119286.96| 55.00000 111540.00| 66.31000 134476.68 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -5 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424B655 100.000 TON | 150.00000 15000.00| 150.00000 15000.00| 50.52000 5052.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0320 424B659 830.000 TON | 59.89000 49708.70| 56.00000 46480.00| 69.47000 57660.10 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0330 424B681 1651.000 TON | 59.89000 98878.39| 56.00000 92456.00| 66.31000 109477.81 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0340 430B043 100.000 TON | 40.50000 4050.00| 50.00000 5000.00| 52.63000 5263.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0350 450B000 214.000 SQYD| 95.00000 20330.00| 100.00000 21400.00| 196.00000 41944.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0360 502A000 121000.000 LB | 1.00000 121000.00| 0.75000 90750.00| 0.80000 96800.00 Steel Reinforcement | | | 0370 502B000 LUMP| 86600.00000 86600.00| 64950.00000 64950.00| 69604.80000 69604.80 Steel Reinforcement For Bridge | | | Superstructure, Sta. 33+50, Approximately 86,600 Lbs. | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -6 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 502B001 LUMP| 93100.00000 93100.00| 69825.00000 69825.00| 74829.18000 74829.18 Steel Reinforcement For Bridge | | | Superstructure, Sta. 45+00, Approximately 93100 Lbs. | | | | | | 0390 505A002 2.000 EACH| 2500.00000 5000.00| 3900.00000 7800.00| 5226.20000 10452.40 Steel Test Piles (HP 12x53) | | | 0400 505A004 4.000 EACH| 3500.00000 14000.00| 5250.00000 21000.00| 6347.01000 25388.04 Steel Test Piles (HP 14x73) | | | 0410 505B057 2.000 EACH| 3000.00000 6000.00| 2000.00000 4000.00| 5383.10000 10766.20 Static Loading Tests (HP 12x53) | | | 0420 505B059 2.000 EACH| 5500.00000 11000.00| 2000.00000 4000.00| 7013.47000 14026.94 Static Loading Tests (HP 14x73) | | | 0430 505B089 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 789.45000 3157.80 Dynamic Loading Tests (HP 14x73) | | | 0440 505G006 48.000 EACH| 120.00000 5760.00| 240.00000 11520.00| 169.99000 8159.52 Pile Points (Type B, 12") | | | 0450 505G007 108.000 EACH| 120.00000 12960.00| 280.00000 30240.00| 184.20000 19893.60 Pile Points (Type B, 14") | | | 0460 505M002 1880.000 LF | 42.00000 78960.00| 48.00000 90240.00| 49.89000 93793.20 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0470 505M004 5913.000 LF | 55.00000 325215.00| 63.00000 372519.00| 53.39000 315695.07 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0480 508A000 17400.000 LB | 4.50000 78300.00| 2.10000 36540.00| 4.29000 74646.00 Structural Steel | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -7 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 510A000 596.000 CUYD| 550.00000 327800.00| 725.00000 432100.00| 519.75000 309771.00 Bridge Substructure Concrete, Class A | | | 0500 510C051 LUMP| 175500.00000 175500.00| 298000.00000 298000.00| 235000.00000 235000.00 Bridge Concrete Superstructure, Sta. | | | 33+50, Approximately 351 Cu. Yds. | | | 0510 510C052 LUMP| 180000.00000 180000.00| 300000.00000 300000.00| 235000.00000 235000.00 Bridge Concrete Superstructure, Sta. | | | 45+00, Approximately 360 Cu. Yds. | | | 0520 510E000 1992.000 SQYD| 3.00000 5976.00| 2.00000 3984.00| 2.11000 4203.12 Grooving Concrete Bridge Decks | | | 0530 511A052 80.000 EACH| 125.00000 10000.00| 135.00000 10800.00| 99.57000 7965.60 Elastomeric Bearing Type 2 (Mark B3) | | | 0540 513B005 3150.000 LF | 135.00000 425250.00| 105.00000 330750.00| 103.00000 324450.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0550 530A002 80.000 LF | 50.00000 4000.00| 45.00000 3600.00| 47.37000 3789.60 24" Roadway Pipe (Class 3 R.C.) | | | 0560 535A002 152.000 LF | 42.00000 6384.00| 45.00000 6840.00| 47.37000 7200.24 24" Side Drain Pipe | | | 0570 535B014 104.000 LF | 130.00000 13520.00| 125.00000 13000.00| 131.58000 13684.32 51" Span, 31" Rise Side Drain Pipe | | | 0580 600A000 LUMP| 295737.05000 295737.05| 521355.82000 521355.82| 600000.00000 600000.00 Mobilization | | | 0590 602A000 10.000 EACH| 300.00000 3000.00| 500.00000 5000.00| 526.30000 5263.00 Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -8 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 608A000 17170.000 SQYD| 1.95000 33481.50| 1.64000 28158.80| 1.73000 29704.10 Separation Geotextile | | | 0610 610A004 644.000 SQYD| 58.35000 37577.40| 48.29000 31098.76| 50.83000 32734.52 Loose Riprap,Class 2,24" Thick | | | 0620 610A009 848.000 SQYD| 126.80000 107526.40| 101.08000 85715.84| 106.40000 90227.20 Loose Riprap,Class 4,48" Thick | | | 0630 610C001 7635.000 TON | 50.10000 382513.50| 44.41000 339070.35| 47.37000 361669.95 Loose Riprap, Class 2 | | | 0640 610D003 9378.000 SQYD| 1.95000 18287.10| 2.50000 23445.00| 1.05000 9846.90 Filter Blanket, Geotextile | | | 0650 618B003 785.000 SQYD| 35.00000 27475.00| 46.75000 36698.75| 52.80000 41448.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0660 619A003 2.000 EACH| 850.00000 1700.00| 800.00000 1600.00| 853.34000 1706.68 24" Roadway Pipe End Treatment, Class 1 | | | 0670 619A004 1.000 EACH| 1050.00000 1050.00| 1000.00000 1000.00| 1039.76000 1039.76 30" Roadway Pipe End Treatment, Class 1 | | | 0680 619A102 3.000 EACH| 850.00000 2550.00| 850.00000 2550.00| 853.33000 2559.99 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0690 619B120 1.000 EACH| 1500.00000 1500.00| 1275.00000 1275.00| 1936.19000 1936.19 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0700 621A011 1.000 EACH| 3500.00000 3500.00| 3300.00000 3300.00| 2402.01000 2402.01 Junction Boxes, Type 1 Or 1P | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -9 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 621A022 1.000 EACH| 4500.00000 4500.00| 3700.00000 3700.00| 3103.62000 3103.62 Junction Boxes, Type 1 (Modified) | | | 0720 630A001 1200.000 LF | 17.50000 21000.00| 17.50000 21000.00| 18.42000 22104.00 Steel Beam Guardrail, Class A, Type 2 | | | 0730 630C003 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| 1578.90000 12631.20 Guardrail End Anchor, Type 13 | | | 0740 630C070 8.000 EACH| 1900.00000 15200.00| 1900.00000 15200.00| 1999.94000 15999.52 Guardrail End Anchor, Type 10 Series | | | 0750 637A000 300.000 LF | 10.00000 3000.00| 12.00000 3600.00| 14.00000 4200.00 Fence Reset | | | 0760 641A612 2160.000 LF | 41.53000 89704.80| 38.00000 82080.00| 26.50000 57240.00 6 Inch Ductile Iron Water Main Laid | | | 0770 641C500 324.000 LB | 7.38000 2391.12| 6.90000 2235.60| 6.35000 2057.40 Ductile Iron Fittings | | | 0780 641M512 14.000 EACH| 70.59000 988.26| 66.00000 924.00| 52.63000 736.82 6 Inch Retainer Gland | | | 0790 641M514 4.000 EACH| 106.95000 427.80| 90.00000 360.00| 74.00000 296.00 8 Inch Retainer Gland | | | 0800 641O514 2.000 EACH| 2673.80000 5347.60| 2500.00000 5000.00| 2105.00000 4210.00 6 Inch x 6 Inch Tapping Valve And Sleev | | | 0810 649A850 2080.000 LF | 86.63000 180190.40| 81.00000 168480.00| 61.00000 126880.00 8 Inch HDPE Encasement Pipe, Type 3 | | | Installation | | | 0820 650A000 8026.000 CUYD| 5.25000 42136.50| 7.50000 60195.00| 7.89000 63325.14 Topsoil | | | 0830 650B000 1119.000 CUYD| 3.00000 3357.00| 5.00000 5595.00| 5.26000 5885.94 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -10 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 652A100 17.000 ACRE| 1414.14000 24040.38| 800.00000 13600.00| 947.34000 16104.78 Seeding | | | 0850 652C000 34.000 ACRE| 50.50000 1717.00| 100.00000 3400.00| 84.21000 2863.14 Mowing | | | 0860 656A010 17.000 ACRE| 505.00000 8585.00| 300.00000 5100.00| 421.04000 7157.68 Mulching | | | 0870 659C001 15000.000 SQYD| 2.21000 33150.00| 1.15000 17250.00| 1.58000 23700.00 Erosion Control Product, Type S3 | | | 0880 659C004 1230.000 SQYD| 2.75000 3382.50| 2.50000 3075.00| 5.26000 6469.80 Erosion Control Product, Type C2 | | | 0890 665A000 17.000 ACRE| 808.08000 13737.36| 200.00000 3400.00| 736.82000 12525.94 Temporary Seeding | | | 0900 665B001 51.000 TON | 402.02000 20503.02| 450.00000 22950.00| 315.78000 16104.78 Temporary Mulching | | | 0910 665C010 50.000 LF | 35.00000 1750.00| 30.00000 1500.00| 31.58000 1579.00 Temporary Pipe | | | 0920 665D001 1.000 EACH| 500.00000 500.00| 350.00000 350.00| 853.33000 853.33 Temporary Pipe End Treatment | | | 0930 665E000 100.000 SQYD| 5.00000 500.00| 0.95000 95.00| 2.11000 211.00 Polyethylene | | | 0940 665F000 300.000 EACH| 6.06000 1818.00| 9.00000 2700.00| 8.42000 2526.00 Hay Bales | | | 0950 665G000 50.000 EACH| 12.12000 606.00| 4.00000 200.00| 8.42000 421.00 Sand Bags | | | 0960 665I000 1335.000 TON | 60.10000 80233.50| 50.00000 66750.00| 52.63000 70261.05 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -11 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 665J002 21330.000 LF | 2.88000 61430.40| 2.15000 45859.50| 3.16000 67402.80 Silt Fence | | | 0980 665L000 1200.000 LF | 15.00000 18000.00| 11.50000 13800.00| 13.68000 16416.00 Floating Basin Boom | | | 0990 665N000 500.000 TON | 43.50000 21750.00| 45.00000 22500.00| 47.37000 23685.00 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 1000 665O001 21330.000 LF | 0.50000 10665.00| 0.45000 9598.50| 0.79000 16850.70 Silt Fence Removal | | | 1010 665Q002 300.000 LF | 4.05000 1215.00| 5.00000 1500.00| 7.37000 2211.00 Wattle | | | 1020 665T000 100.000 LF | 4.00000 400.00| 10.00000 1000.00| 10.53000 1053.00 Temporary Earth Berms | | | 1030 666A001 17.000 ACRE| 40.40000 686.80| 0.01000 0.17| 105.26000 1789.42 Pest Control Treatment | | | 1040 680A001 LUMP| 47000.00000 47000.00| 3780.00000 3780.00| 55832.27000 55832.27 Geometric Controls | | | 1050 698A000 LUMP| 0.00000 0.00| 61150.00000 61150.00| 150000.00000 150000.00 Construction Fuel (Maximum Bid Limited | | | to $ 312,450.00) | | | 1060 701A227 3.000 MILE| 2500.00000 7500.00| 2350.00000 7050.00| 2473.61000 7420.83 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1070 701A230 3.000 MILE| 2500.00000 7500.00| 2350.00000 7050.00| 2473.61000 7420.83 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -12 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 701C001 6.000 MILE| 691.49000 4148.94| 650.00000 3900.00| 684.19000 4105.14 Solid Temporary Traffic Stripe | | | 1090 701D005 1.000 MILE| 2127.66000 2127.66| 2000.00000 2000.00| 2105.20000 2105.20 Solid Traffic Stripe Removed | | | 1100 701G146 1280.000 LF | 3.72000 4761.60| 3.50000 4480.00| 3.68000 4710.40 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1110 701G154 1280.000 LF | 3.72000 4761.60| 3.50000 4480.00| 3.68000 4710.40 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1120 703A002 86.000 SQFT| 5.32000 457.52| 5.00000 430.00| 5.26000 452.36 Traffic Control Markings, Class 2, Type | | | A | | | 1130 703D001 86.000 SQFT| 2.66000 228.76| 2.50000 215.00| 2.63000 226.18 Temporary Traffic Control Markings | | | 1140 705A037 147.000 EACH| 5.32000 782.04| 5.00000 735.00| 5.26000 773.22 Pavement Markers, Class A-H, Type 2-D | | | 1150 710A115 49.000 SQFT| 18.82000 922.18| 15.00000 735.00| 16.84000 825.16 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1160 710A126 8.000 SQFT| 20.00000 160.00| 20.00000 160.00| 18.95000 151.60 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -13 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 710B021 120.000 LF | 9.71000 1165.20| 9.25000 1110.00| 9.47000 1136.40 Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 1180 726A000 2310.000 LF | 35.00000 80850.00| 35.00000 80850.00| 36.84000 85100.40 Portable Concrete Safety Barriers,Type | | | 1190 726A001 10.000 LF | 75.00000 750.00| 75.00000 750.00| 78.95000 789.50 Portable Concrete Safety Barriers,Type | | | 6-A | | | 1200 726D021 1.000 EACH| 8500.00000 8500.00| 8500.00000 8500.00| 15552.01000 15552.01 Portable Impact Attenuator Assembly | | | (Bi-directional,TL-2) | | | 1210 740B000 443.000 SQFT| 9.31000 4124.33| 6.50000 2879.50| 15.79000 6994.97 Construction Signs | | | 1220 740D000 80.000 EACH| 57.45000 4596.00| 44.00000 3520.00| 84.21000 6736.80 Channelizing Drums | | | 1230 740E000 50.000 EACH| 11.17000 558.50| 15.00000 750.00| 13.68000 684.00 Cones (36 Inches High) | | | 1240 740F002 6.000 EACH| 271.28000 1627.68| 170.00000 1020.00| 363.15000 2178.90 Barricades, Type III | | | 1250 740I002 3.000 EACH| 218.09000 654.27| 837.10000 2511.30| 661.03000 1983.09 Warning Lights, Type B | | | 1260 740L005 80.000 EACH| 79.79000 6383.20| 51.00000 4080.00| 142.10000 11368.00 Vertical Panel, Type I (Double-Sided) | | | 1270 740M001 50.000 EACH| 5.05000 252.50| 7.50000 375.00| 9.47000 473.50 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -14 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13125 |( 2 ) 13021 |( 3 ) 23034 |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION |T.L. WALLACE CONSTRUCTION, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 999 000 1440.000 HOUR| 0.80000 1152.00| 0.80000 1152.00| 0.80000 1152.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,986,035.82| $ 6,089,033.02| $ 6,173,151.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,986,035.82| $ 6,089,033.02| $ 6,173,151.86 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -15 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, 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| 68000.00000 68000.00| 51000.00000 51000.00| 68000.00000 68000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) (Approx. 17 Acres) | | | | | | 0020 206A000 LUMP| 35000.00000 35000.00| 60000.00000 60000.00| 45055.27000 45055.27 Removal Of Old Bridge, Station Sta 34+1 | | | 0030 206A001 LUMP| 35000.00000 35000.00| 60000.00000 60000.00| 52729.72000 52729.72 Removal Of Old Bridge, Station Sta. | | | 44+84 | | | 0040 206C016 93.000 SQYD| 20.48000 1904.64| 6.50000 604.50| 11.89000 1105.77 Removing Concrete Slope Paving (Under | | | Bridges) | | | 0050 206D000 290.000 LF | 20.48000 5939.20| 7.50000 2175.00| 9.90000 2871.00 Removing Pipe | | | 0060 210A000 33880.000 CUYD| 3.33000 112820.40| 5.50000 186340.00| 4.64000 157203.20 Unclassified Excavation | | | 0070 210B000 326.000 CUYD| 6.65000 2167.90| 7.75000 2526.50| 9.90000 3227.40 Channel Excavation | | | 0080 210C000 8281.000 CUYD| 6.65000 55068.65| 10.85000 89848.85| 7.43000 61527.83 Muck Excavation | | | 0090 210D011 24809.000 CUYD| 5.89000 146125.01| 6.75000 167460.75| 5.02000 124541.18 Borrow Excavation (A-4 Or Better) | | | 0100 210D012 26882.000 CUYD| 6.14000 165055.48| 6.75000 181453.50| 5.02000 134947.64 Borrow Excavation (A-2-4(0) Or A-4(0)) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -16 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 210D025 1982.000 CUYD| 6.14000 12169.48| 11.90000 23585.80| 5.95000 11792.90 Borrow Excavation (Improved Roadbed) | | | 0120 210E000 61778.000 CUYD| 6.04000 373139.12| 7.80000 481868.40| 5.27000 325570.06 Borrow Excavation (Underwater Backfill) | | | 0130 210E001 435.000 CUYD| 76.78000 33399.30| 82.00000 35670.00| 96.71000 42068.85 Borrow Excavation (Underwater | | | Embankment) | | | 0140 214A000 71.000 CUYD| 10.24000 727.04| 11.00000 781.00| 9.90000 702.90 Structure Excavation | | | 0150 214B001 24.000 CUYD| 51.19000 1228.56| 65.00000 1560.00| 49.54000 1188.96 Foundation Backfill, Commercial | | | 0160 215A000 972.000 CUYD| 20.00000 19440.00| 25.00000 24300.00| 22.57000 21938.04 Unclassified Bridge Excavation | | | 0170 215B000 LUMP| 90000.00000 90000.00| 100000.00000 100000.00| 38193.91000 38193.91 Cofferdams Or Sheeting And Shoring, Sta | | | 33+50 | | | 0180 215B001 LUMP| 90000.00000 90000.00| 100000.00000 100000.00| 38193.91000 38193.91 Cofferdams Or Sheeting And Shoring, Sta | | | 45+00 | | | 0190 230A000 37.000 RBST| 511.89000 18939.93| 220.00000 8140.00| 297.24000 10997.88 Roadbed Processing | | | 0200 240A000 2.000 EACH| 2047.56000 4095.12| 1500.00000 3000.00| 1486.21000 2972.42 Settlement Plate Assembly | | | 0220 243A020 5840.000 SQYD| 2.46000 14366.40| 4.50000 26280.00| 2.74000 16001.60 Geosynthetic Reinforcement For | | | Reinforced Slopes, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -17 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 243A035 39555.000 SQYD| 3.07000 121433.85| 3.90000 154264.50| 4.14000 163757.70 Geosynthetic Reinforcement For Soft | | | Soil Stabilization, Type 3 | | | 0240 301A012 9860.000 SQYD| 14.33000 141293.80| 15.50000 152830.00| 14.83000 146223.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0250 401A000 9860.000 SQYD| 0.87000 8578.20| 1.00000 9860.00| 0.84000 8282.40 Bituminous Treatment A | | | 0260 405A000 1765.000 GAL | 3.70000 6530.50| 3.60000 6354.00| 3.58000 6318.70 Tack Coat | | | 0270 407B000 1.000 MILE| 217.69000 217.69| 200.00000 200.00| 210.52000 210.52 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0280 408A053 5175.000 SQYD| 0.71000 3674.25| 1.65000 8538.75| 0.68000 3519.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0290 424A361 1226.000 TON | 67.49000 82742.74| 72.00000 88272.00| 65.26000 80008.76 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0300 424B651 2028.000 TON | 59.87000 121416.36| 63.00000 127764.00| 57.89000 117400.92 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -18 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424B655 100.000 TON | 108.85000 10885.00| 55.00000 5500.00| 157.89000 15789.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0320 424B659 830.000 TON | 60.95000 50588.50| 66.00000 54780.00| 58.95000 48928.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0330 424B681 1651.000 TON | 60.95000 100628.45| 63.00000 104013.00| 58.95000 97326.45 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0340 430B043 100.000 TON | 102.38000 10238.00| 60.00000 6000.00| 49.54000 4954.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0350 450B000 214.000 SQYD| 75.00000 16050.00| 105.00000 22470.00| 124.71000 26687.94 Reinforced Cement Concrete Bridge End | | | Slab | | | 0360 502A000 121000.000 LB | 0.75000 90750.00| 0.95000 114950.00| 0.95000 114950.00 Steel Reinforcement | | | 0370 502B000 LUMP| 70000.00000 70000.00| 80000.00000 80000.00| 84509.03000 84509.03 Steel Reinforcement For Bridge | | | Superstructure, Sta. 33+50, Approximately 86,600 Lbs. | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -19 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 502B001 LUMP| 75000.00000 75000.00| 80000.00000 80000.00| 90852.08000 90852.08 Steel Reinforcement For Bridge | | | Superstructure, Sta. 45+00, Approximately 93100 Lbs. | | | | | | 0390 505A002 2.000 EACH| 2750.00000 5500.00| 2200.00000 4400.00| 2671.57000 5343.14 Steel Test Piles (HP 12x53) | | | 0400 505A004 4.000 EACH| 3250.00000 13000.00| 1800.00000 7200.00| 3385.14000 13540.56 Steel Test Piles (HP 14x73) | | | 0410 505B057 2.000 EACH| 4000.00000 8000.00| 2000.00000 4000.00| 4617.83000 9235.66 Static Loading Tests (HP 12x53) | | | 0420 505B059 2.000 EACH| 4000.00000 8000.00| 2000.00000 4000.00| 4617.83000 9235.66 Static Loading Tests (HP 14x73) | | | 0430 505B089 4.000 EACH| 500.00000 2000.00| 1500.00000 6000.00| 1991.51000 7966.04 Dynamic Loading Tests (HP 14x73) | | | 0440 505G006 48.000 EACH| 250.00000 12000.00| 200.00000 9600.00| 169.45000 8133.60 Pile Points (Type B, 12") | | | 0450 505G007 108.000 EACH| 300.00000 32400.00| 185.00000 19980.00| 227.06000 24522.48 Pile Points (Type B, 14") | | | 0460 505M002 1880.000 LF | 45.00000 84600.00| 42.00000 78960.00| 49.83000 93680.40 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0470 505M004 5913.000 LF | 60.00000 354780.00| 50.00000 295650.00| 63.55000 375771.15 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0480 508A000 17400.000 LB | 5.00000 87000.00| 2.75000 47850.00| 3.49000 60726.00 Structural Steel | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -20 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 510A000 596.000 CUYD| 500.00000 298000.00| 425.00000 253300.00| 698.28000 416174.88 Bridge Substructure Concrete, Class A | | | 0500 510C051 LUMP| 350000.00000 350000.00| 190000.00000 190000.00| 335076.37000 335076.37 Bridge Concrete Superstructure, Sta. | | | 33+50, Approximately 351 Cu. Yds. | | | 0510 510C052 LUMP| 360000.00000 360000.00| 190000.00000 190000.00| 336497.78000 336497.78 Bridge Concrete Superstructure, Sta. | | | 45+00, Approximately 360 Cu. Yds. | | | 0520 510E000 1992.000 SQYD| 2.50000 4980.00| 2.50000 4980.00| 3.41000 6792.72 Grooving Concrete Bridge Decks | | | 0530 511A052 80.000 EACH| 250.00000 20000.00| 145.00000 11600.00| 188.58000 15086.40 Elastomeric Bearing Type 2 (Mark B3) | | | 0540 513B005 3150.000 LF | 175.00000 551250.00| 117.00000 368550.00| 102.73000 323599.50 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0550 530A002 80.000 LF | 51.19000 4095.20| 75.00000 6000.00| 44.59000 3567.20 24" Roadway Pipe (Class 3 R.C.) | | | 0560 535A002 152.000 LF | 51.19000 7780.88| 75.00000 11400.00| 44.59000 6777.68 24" Side Drain Pipe | | | 0570 535B014 104.000 LF | 76.78000 7985.12| 146.00000 15184.00| 123.85000 12880.40 51" Span, 31" Rise Side Drain Pipe | | | 0580 600A000 LUMP| 323046.87000 323046.87| 450000.00000 450000.00| 793242.61000 793242.61 Mobilization | | | 0590 602A000 10.000 EACH| 153.57000 1535.70| 275.00000 2750.00| 495.41000 4954.10 Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -21 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 608A000 17170.000 SQYD| 2.56000 43955.20| 2.50000 42925.00| 1.62000 27815.40 Separation Geotextile | | | 0610 610A004 644.000 SQYD| 53.24000 34286.56| 55.00000 35420.00| 47.85000 30815.40 Loose Riprap,Class 2,24" Thick | | | 0620 610A009 848.000 SQYD| 59.38000 50354.24| 120.00000 101760.00| 100.15000 84927.20 Loose Riprap,Class 4,48" Thick | | | 0630 610C001 7635.000 TON | 61.43000 469018.05| 55.00000 419925.00| 44.00000 335940.00 Loose Riprap, Class 2 | | | 0640 610D003 9378.000 SQYD| 2.56000 24007.68| 2.36000 22132.08| 2.47000 23163.66 Filter Blanket, Geotextile | | | 0650 618B003 785.000 SQYD| 47.86000 37570.10| 39.00000 30615.00| 57.89000 45443.65 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0660 619A003 2.000 EACH| 819.03000 1638.06| 800.00000 1600.00| 894.71000 1789.42 24" Roadway Pipe End Treatment, Class 1 | | | 0670 619A004 1.000 EACH| 1023.78000 1023.78| 900.00000 900.00| 1052.60000 1052.60 30" Roadway Pipe End Treatment, Class 1 | | | 0680 619A102 3.000 EACH| 870.21000 2610.63| 800.00000 2400.00| 868.40000 2605.20 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0690 619B120 1.000 EACH| 1305.32000 1305.32| 900.00000 900.00| 1789.42000 1789.42 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0700 621A011 1.000 EACH| 3378.48000 3378.48| 1400.00000 1400.00| 2631.50000 2631.50 Junction Boxes, Type 1 Or 1P | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -22 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 621A022 1.000 EACH| 3787.99000 3787.99| 1500.00000 1500.00| 2631.50000 2631.50 Junction Boxes, Type 1 (Modified) | | | 0720 630A001 1200.000 LF | 17.92000 21504.00| 18.00000 21600.00| 17.32000 20784.00 Steel Beam Guardrail, Class A, Type 2 | | | 0730 630C003 8.000 EACH| 1535.67000 12285.36| 1750.00000 14000.00| 1484.17000 11873.36 Guardrail End Anchor, Type 13 | | | 0740 630C070 8.000 EACH| 1945.19000 15561.52| 1900.00000 15200.00| 1879.94000 15039.52 Guardrail End Anchor, Type 10 Series | | | 0750 637A000 300.000 LF | 15.36000 4608.00| 10.00000 3000.00| 15.79000 4737.00 Fence Reset | | | 0760 641A612 2160.000 LF | 35.83000 77392.80| 32.00000 69120.00| 53.90000 116424.00 6 Inch Ductile Iron Water Main Laid | | | 0770 641C500 324.000 LB | 8.19000 2653.56| 6.00000 1944.00| 7.95000 2575.80 Ductile Iron Fittings | | | 0780 641M512 14.000 EACH| 61.43000 860.02| 64.00000 896.00| 74.75000 1046.50 6 Inch Retainer Gland | | | 0790 641M514 4.000 EACH| 87.02000 348.08| 80.00000 320.00| 93.61000 374.44 8 Inch Retainer Gland | | | 0800 641O514 2.000 EACH| 3071.35000 6142.70| 2200.00000 4400.00| 3781.59000 7563.18 6 Inch x 6 Inch Tapping Valve And Sleev | | | 0810 649A850 2080.000 LF | 122.85000 255528.00| 150.00000 312000.00| 83.32000 173305.60 8 Inch HDPE Encasement Pipe, Type 3 | | | Installation | | | 0820 650A000 8026.000 CUYD| 4.10000 32906.60| 10.00000 80260.00| 7.43000 59633.18 Topsoil | | | 0830 650B000 1119.000 CUYD| 6.14000 6870.66| 3.25000 3636.75| 4.96000 5550.24 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -23 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 652A100 17.000 ACRE| 767.84000 13053.28| 750.00000 12750.00| 947.34000 16104.78 Seeding | | | 0850 652C000 34.000 ACRE| 102.38000 3480.92| 100.00000 3400.00| 84.21000 2863.14 Mowing | | | 0860 656A010 17.000 ACRE| 767.84000 13053.28| 750.00000 12750.00| 421.04000 7157.68 Mulching | | | 0870 659C001 15000.000 SQYD| 1.28000 19200.00| 1.50000 22500.00| 1.58000 23700.00 Erosion Control Product, Type S3 | | | 0880 659C004 1230.000 SQYD| 1.28000 1574.40| 1.50000 1845.00| 5.26000 6469.80 Erosion Control Product, Type C2 | | | 0890 665A000 17.000 ACRE| 204.76000 3480.92| 300.00000 5100.00| 736.82000 12525.94 Temporary Seeding | | | 0900 665B001 51.000 TON | 307.13000 15663.63| 300.00000 15300.00| 315.78000 16104.78 Temporary Mulching | | | 0910 665C010 50.000 LF | 25.59000 1279.50| 13.50000 675.00| 29.73000 1486.50 Temporary Pipe | | | 0920 665D001 1.000 EACH| 409.51000 409.51| 375.00000 375.00| 484.20000 484.20 Temporary Pipe End Treatment | | | 0930 665E000 100.000 SQYD| 1.28000 128.00| 2.25000 225.00| 2.11000 211.00 Polyethylene | | | 0940 665F000 300.000 EACH| 8.19000 2457.00| 9.00000 2700.00| 8.42000 2526.00 Hay Bales | | | 0950 665G000 50.000 EACH| 6.14000 307.00| 7.00000 350.00| 8.42000 421.00 Sand Bags | | | 0960 665I000 1335.000 TON | 56.31000 75173.85| 62.00000 82770.00| 49.54000 66135.90 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -24 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 665J002 21330.000 LF | 4.10000 87453.00| 3.50000 74655.00| 3.16000 67402.80 Silt Fence | | | 0980 665L000 1200.000 LF | 15.36000 18432.00| 13.50000 16200.00| 13.75000 16500.00 Floating Basin Boom | | | 0990 665N000 500.000 TON | 61.43000 30715.00| 54.00000 27000.00| 44.59000 22295.00 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 1000 665O001 21330.000 LF | 1.54000 32848.20| 0.20000 4266.00| 0.79000 16850.70 Silt Fence Removal | | | 1010 665Q002 300.000 LF | 6.14000 1842.00| 6.50000 1950.00| 7.37000 2211.00 Wattle | | | 1020 665T000 100.000 LF | 10.24000 1024.00| 3.25000 325.00| 9.90000 990.00 Temporary Earth Berms | | | 1030 666A001 17.000 ACRE| 0.00000 0.00| 0.00000 0.00| 105.26000 1789.42 Pest Control Treatment | | | 1040 680A001 LUMP| 40951.29000 40951.29| 30000.00000 30000.00| 174129.63000 174129.63 Geometric Controls | | | 1050 698A000 LUMP| 0.00000 0.00| 190000.00000 190000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 312,450.00) | | | 1060 701A227 3.000 MILE| 2557.91000 7673.73| 2000.00000 6000.00| 2473.61000 7420.83 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1070 701A230 3.000 MILE| 2557.91000 7673.73| 20000.00000 60000.00| 2473.61000 7420.83 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -25 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 701C001 6.000 MILE| 707.51000 4245.06| 500.00000 3000.00| 684.19000 4105.14 Solid Temporary Traffic Stripe | | | 1090 701D005 1.000 MILE| 2176.94000 2176.94| 1250.00000 1250.00| 2105.20000 2105.20 Solid Traffic Stripe Removed | | | 1100 701G146 1280.000 LF | 3.81000 4876.80| 5.00000 6400.00| 3.68000 4710.40 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1110 701G154 1280.000 LF | 3.81000 4876.80| 5.00000 6400.00| 3.68000 4710.40 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1120 703A002 86.000 SQFT| 5.44000 467.84| 5.00000 430.00| 5.26000 452.36 Traffic Control Markings, Class 2, Type | | | A | | | 1130 703D001 86.000 SQFT| 2.72000 233.92| 2.50000 215.00| 2.63000 226.18 Temporary Traffic Control Markings | | | 1140 705A037 147.000 EACH| 5.44000 799.68| 4.00000 588.00| 5.26000 773.22 Pavement Markers, Class A-H, Type 2-D | | | 1150 710A115 49.000 SQFT| 16.33000 800.17| 4.00000 196.00| 15.79000 773.71 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1160 710A126 8.000 SQFT| 21.77000 174.16| 4.00000 32.00| 21.05000 168.40 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -26 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 710B021 120.000 LF | 10.07000 1208.40| 4.00000 480.00| 9.74000 1168.80 Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 1180 726A000 2310.000 LF | 40.95000 94594.50| 39.00000 90090.00| 34.63000 79995.30 Portable Concrete Safety Barriers,Type | | | 1190 726A001 10.000 LF | 51.19000 511.90| 50.00000 500.00| 74.21000 742.10 Portable Concrete Safety Barriers,Type | | | 6-A | | | 1200 726D021 1.000 EACH| 10237.82000 10237.82| 3700.00000 3700.00| 8410.27000 8410.27 Portable Impact Attenuator Assembly | | | (Bi-directional,TL-2) | | | 1210 740B000 443.000 SQFT| 8.07000 3575.01| 10.00000 4430.00| 6.84000 3030.12 Construction Signs | | | 1220 740D000 80.000 EACH| 54.61000 4368.80| 50.00000 4000.00| 46.31000 3704.80 Channelizing Drums | | | 1230 740E000 50.000 EACH| 18.62000 931.00| 25.00000 1250.00| 15.79000 789.50 Cones (36 Inches High) | | | 1240 740F002 6.000 EACH| 210.98000 1265.88| 250.00000 1500.00| 178.94000 1073.64 Barricades, Type III | | | 1250 740I002 3.000 EACH| 1038.87000 3116.61| 500.00000 1500.00| 881.13000 2643.39 Warning Lights, Type B | | | 1260 740L005 80.000 EACH| 63.29000 5063.20| 27.00000 2160.00| 53.68000 4294.40 Vertical Panel, Type I (Double-Sided) | | | 1270 740M001 50.000 EACH| 10.55000 527.50| 8.00000 400.00| 8.95000 447.50 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -27 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01007 |( 5 ) 14008 |( 6 ) 19007 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 999 000 1440.000 HOUR| 0.80000 1152.00| 0.80000 1152.00| 0.80000 1152.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,363,242.96| $ 6,492,457.38| $ 6,611,543.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,363,242.96| $ 6,492,457.38| $ 6,611,543.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -28 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |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| 68000.00000 68000.00| 67000.00000 67000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) (Approx. 17 Acres) | | | | | | 0020 206A000 LUMP| 37800.00000 37800.00| 75000.00000 75000.00| Removal Of Old Bridge, Station Sta 34+1 | | | 0030 206A001 LUMP| 32400.00000 32400.00| 75000.00000 75000.00| Removal Of Old Bridge, Station Sta. | | | 44+84 | | | 0040 206C016 93.000 SQYD| 10.80000 1004.40| 25.00000 2325.00| Removing Concrete Slope Paving (Under | | | Bridges) | | | 0050 206D000 290.000 LF | 8.39000 2433.10| 10.00000 2900.00| Removing Pipe | | | 0060 210A000 33880.000 CUYD| 5.90000 199892.00| 4.70000 159236.00| Unclassified Excavation | | | 0070 210B000 326.000 CUYD| 7.04000 2295.04| 10.00000 3260.00| Channel Excavation | | | 0080 210C000 8281.000 CUYD| 7.04000 58298.24| 7.50000 62107.50| Muck Excavation | | | 0090 210D011 24809.000 CUYD| 6.01000 149102.09| 5.10000 126525.90| Borrow Excavation (A-4 Or Better) | | | 0100 210D012 26882.000 CUYD| 6.01000 161560.82| 5.10000 137098.20| Borrow Excavation (A-2-4(0) Or A-4(0)) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -29 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 210D025 1982.000 CUYD| 7.04000 13953.28| 6.00000 11892.00| Borrow Excavation (Improved Roadbed) | | | 0120 210E000 61778.000 CUYD| 6.01000 371285.78| 5.35000 330512.30| Borrow Excavation (Underwater Backfill) | | | 0130 210E001 435.000 CUYD| 86.35000 37562.25| 61.71000 26843.85| Borrow Excavation (Underwater | | | Embankment) | | | 0140 214A000 71.000 CUYD| 3.41000 242.11| 10.00000 710.00| Structure Excavation | | | 0150 214B001 24.000 CUYD| 83.86000 2012.64| 50.00000 1200.00| Foundation Backfill, Commercial | | | 0160 215A000 972.000 CUYD| 37.80000 36741.60| 12.00000 11664.00| Unclassified Bridge Excavation | | | 0170 215B000 LUMP| 297000.00000 297000.00| 350000.00000 350000.00| Cofferdams Or Sheeting And Shoring, Sta | | | 33+50 | | | 0180 215B001 LUMP| 243000.00000 243000.00| 350000.00000 350000.00| Cofferdams Or Sheeting And Shoring, Sta | | | 45+00 | | | 0190 230A000 37.000 RBST| 202.99000 7510.63| 300.00000 11100.00| Roadbed Processing | | | 0200 240A000 2.000 EACH| 790.36000 1580.72| 2500.00000 5000.00| Settlement Plate Assembly | | | 0220 243A020 5840.000 SQYD| 3.18000 18571.20| 2.76000 16118.40| Geosynthetic Reinforcement For | | | Reinforced Slopes, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -30 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 243A035 39555.000 SQYD| 3.18000 125784.90| 4.18000 165339.90| Geosynthetic Reinforcement For Soft | | | Soil Stabilization, Type 3 | | | 0240 301A012 9860.000 SQYD| 17.16000 169197.60| 15.00000 147900.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0250 401A000 9860.000 SQYD| 1.04000 10254.40| 0.95000 9367.00| Bituminous Treatment A | | | 0260 405A000 1765.000 GAL | 6.31000 11137.15| 3.60000 6354.00| Tack Coat | | | 0270 407B000 1.000 MILE| 189.98000 189.98| 200.00000 200.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0280 408A053 5175.000 SQYD| 1.88000 9729.00| 1.60000 8280.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0290 424A361 1226.000 TON | 79.76000 97785.76| 72.00000 88272.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0300 424B651 2028.000 TON | 72.99000 148023.72| 63.00000 127764.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -31 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 424B655 100.000 TON | 89.74000 8974.00| 48.00000 4800.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0320 424B659 830.000 TON | 79.01000 65578.30| 66.00000 54780.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0330 424B681 1651.000 TON | 79.00000 130429.00| 63.00000 104013.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0340 430B043 100.000 TON | 53.72000 5372.00| 50.00000 5000.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0350 450B000 214.000 SQYD| 102.60000 21956.40| 115.00000 24610.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0360 502A000 121000.000 LB | 1.08000 130680.00| 0.90000 108900.00| Steel Reinforcement | | | 0370 502B000 LUMP| 93528.00000 93528.00| 85000.00000 85000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 33+50, Approximately 86,600 Lbs. | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -32 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 502B001 LUMP| 100548.00000 100548.00| 85000.00000 85000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 45+00, Approximately 93100 Lbs. | | | | | | 0390 505A002 2.000 EACH| 2700.00000 5400.00| 9000.00000 18000.00| Steel Test Piles (HP 12x53) | | | 0400 505A004 4.000 EACH| 3780.00000 15120.00| 9000.00000 36000.00| Steel Test Piles (HP 14x73) | | | 0410 505B057 2.000 EACH| 3240.00000 6480.00| 10000.00000 20000.00| Static Loading Tests (HP 12x53) | | | 0420 505B059 2.000 EACH| 5940.00000 11880.00| 10000.00000 20000.00| Static Loading Tests (HP 14x73) | | | 0430 505B089 4.000 EACH| 1080.00000 4320.00| 4000.00000 16000.00| Dynamic Loading Tests (HP 14x73) | | | 0440 505G006 48.000 EACH| 129.60000 6220.80| 200.00000 9600.00| Pile Points (Type B, 12") | | | 0450 505G007 108.000 EACH| 129.60000 13996.80| 220.00000 23760.00| Pile Points (Type B, 14") | | | 0460 505M002 1880.000 LF | 45.36000 85276.80| 42.00000 78960.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0470 505M004 5913.000 LF | 59.40000 351232.20| 52.00000 307476.00| Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0480 508A000 17400.000 LB | 4.86000 84564.00| 2.80000 48720.00| Structural Steel | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -33 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 510A000 596.000 CUYD| 594.00000 354024.00| 620.00000 369520.00| Bridge Substructure Concrete, Class A | | | 0500 510C051 LUMP| 189540.00000 189540.00| 315000.00000 315000.00| Bridge Concrete Superstructure, Sta. | | | 33+50, Approximately 351 Cu. Yds. | | | 0510 510C052 LUMP| 194400.00000 194400.00| 315000.00000 315000.00| Bridge Concrete Superstructure, Sta. | | | 45+00, Approximately 360 Cu. Yds. | | | 0520 510E000 1992.000 SQYD| 3.24000 6454.08| 2.45000 4880.40| Grooving Concrete Bridge Decks | | | 0530 511A052 80.000 EACH| 135.00000 10800.00| 150.00000 12000.00| Elastomeric Bearing Type 2 (Mark B3) | | | 0540 513B005 3150.000 LF | 145.80000 459270.00| 100.00000 315000.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0550 530A002 80.000 LF | 46.61000 3728.80| 45.00000 3600.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0560 535A002 152.000 LF | 40.44000 6146.88| 45.00000 6840.00| 24" Side Drain Pipe | | | 0570 535B014 104.000 LF | 129.94000 13513.76| 125.00000 13000.00| 51" Span, 31" Rise Side Drain Pipe | | | 0580 600A000 LUMP| 520831.00000 520831.00| 600000.00000 600000.00| Mobilization | | | 0590 602A000 10.000 EACH| 333.59000 3335.90| 500.00000 5000.00| Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -34 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 608A000 17170.000 SQYD| 1.52000 26098.40| 1.65000 28330.50| Separation Geotextile | | | 0610 610A004 644.000 SQYD| 68.74000 44268.56| 48.50000 31234.00| Loose Riprap,Class 2,24" Thick | | | 0620 610A009 848.000 SQYD| 157.03000 133161.44| 101.10000 85732.80| Loose Riprap,Class 4,48" Thick | | | 0630 610C001 7635.000 TON | 49.98000 381597.30| 44.50000 339757.50| Loose Riprap, Class 2 | | | 0640 610D003 9378.000 SQYD| 1.60000 15004.80| 2.50000 23445.00| Filter Blanket, Geotextile | | | 0650 618B003 785.000 SQYD| 50.71000 39807.35| 50.00000 39250.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0660 619A003 2.000 EACH| 663.17000 1326.34| 500.00000 1000.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0670 619A004 1.000 EACH| 850.26000 850.26| 500.00000 500.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0680 619A102 3.000 EACH| 663.16000 1989.48| 500.00000 1500.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0690 619B120 1.000 EACH| 2317.85000 2317.85| 500.00000 500.00| 51" Span, 31" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0700 621A011 1.000 EACH| 2972.78000 2972.78| 2500.00000 2500.00| Junction Boxes, Type 1 Or 1P | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -35 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 621A022 1.000 EACH| 3249.48000 3249.48| 3500.00000 3500.00| Junction Boxes, Type 1 (Modified) | | | 0720 630A001 1200.000 LF | 17.96000 21552.00| 18.00000 21600.00| Steel Beam Guardrail, Class A, Type 2 | | | 0730 630C003 8.000 EACH| 1539.00000 12312.00| 1850.00000 14800.00| Guardrail End Anchor, Type 13 | | | 0740 630C070 8.000 EACH| 1949.40000 15595.20| 2000.00000 16000.00| Guardrail End Anchor, Type 10 Series | | | 0750 637A000 300.000 LF | 7.70000 2310.00| 7.00000 2100.00| Fence Reset | | | 0760 641A612 2160.000 LF | 55.31000 119469.60| 38.40000 82944.00| 6 Inch Ductile Iron Water Main Laid | | | 0770 641C500 324.000 LB | 8.15000 2640.60| 7.05000 2284.20| Ductile Iron Fittings | | | 0780 641M512 14.000 EACH| 76.69000 1073.66| 66.65000 933.10| 6 Inch Retainer Gland | | | 0790 641M514 4.000 EACH| 96.05000 384.20| 91.00000 364.00| 8 Inch Retainer Gland | | | 0800 641O514 2.000 EACH| 3880.03000 7760.06| 2525.00000 5050.00| 6 Inch x 6 Inch Tapping Valve And Sleev | | | 0810 649A850 2080.000 LF | 85.49000 177819.20| 81.85000 170248.00| 8 Inch HDPE Encasement Pipe, Type 3 | | | Installation | | | 0820 650A000 8026.000 CUYD| 8.22000 65973.72| 7.50000 60195.00| Topsoil | | | 0830 650B000 1119.000 CUYD| 8.22000 9198.18| 5.00000 5595.00| Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -36 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 652A100 17.000 ACRE| 1228.15000 20878.55| 955.00000 16235.00| Seeding | | | 0850 652C000 34.000 ACRE| 87.68000 2981.12| 85.00000 2890.00| Mowing | | | 0860 656A010 17.000 ACRE| 1054.26000 17922.42| 425.00000 7225.00| Mulching | | | 0870 659C001 15000.000 SQYD| 0.95000 14250.00| 1.60000 24000.00| Erosion Control Product, Type S3 | | | 0880 659C004 1230.000 SQYD| 1.84000 2263.20| 5.30000 6519.00| Erosion Control Product, Type C2 | | | 0890 665A000 17.000 ACRE| 1228.15000 20878.55| 745.00000 12665.00| Temporary Seeding | | | 0900 665B001 51.000 TON | 351.42000 17922.42| 320.00000 16320.00| Temporary Mulching | | | 0910 665C010 50.000 LF | 58.14000 2907.00| 30.00000 1500.00| Temporary Pipe | | | 0920 665D001 1.000 EACH| 335.61000 335.61| 350.00000 350.00| Temporary Pipe End Treatment | | | 0930 665E000 100.000 SQYD| 2.35000 235.00| 2.70000 270.00| Polyethylene | | | 0940 665F000 300.000 EACH| 18.69000 5607.00| 8.50000 2550.00| Hay Bales | | | 0950 665G000 50.000 EACH| 8.51000 425.50| 8.50000 425.00| Sand Bags | | | 0960 665I000 1335.000 TON | 60.64000 80954.40| 50.00000 66750.00| Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -37 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0970 665J002 21330.000 LF | 3.27000 69749.10| 3.20000 68256.00| Silt Fence | | | 0980 665L000 1200.000 LF | 14.11000 16932.00| 14.00000 16800.00| Floating Basin Boom | | | 0990 665N000 500.000 TON | 62.38000 31190.00| 47.00000 23500.00| Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 1000 665O001 21330.000 LF | 0.67000 14291.10| 1.00000 21330.00| Silt Fence Removal | | | 1010 665Q002 300.000 LF | 6.80000 2040.00| 7.45000 2235.00| Wattle | | | 1020 665T000 100.000 LF | 22.71000 2271.00| 10.00000 1000.00| Temporary Earth Berms | | | 1030 666A001 17.000 ACRE| 34.59000 588.03| 106.00000 1802.00| Pest Control Treatment | | | 1040 680A001 LUMP| 46500.00000 46500.00| 80000.00000 80000.00| Geometric Controls | | | 1050 698A000 LUMP| 5300.00000 5300.00| 3000.00000 3000.00| Construction Fuel (Maximum Bid Limited | | | to $ 312,450.00) | | | 1060 701A227 3.000 MILE| 2538.00000 7614.00| 2350.00000 7050.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 1070 701A230 3.000 MILE| 2538.00000 7614.00| 2350.00000 7050.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -38 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1080 701C001 6.000 MILE| 702.00000 4212.00| 650.00000 3900.00| Solid Temporary Traffic Stripe | | | 1090 701D005 1.000 MILE| 2160.00000 2160.00| 2000.00000 2000.00| Solid Traffic Stripe Removed | | | 1100 701G146 1280.000 LF | 3.78000 4838.40| 3.50000 4480.00| Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 1110 701G154 1280.000 LF | 3.78000 4838.40| 3.50000 4480.00| Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 1120 703A002 86.000 SQFT| 5.40000 464.40| 5.00000 430.00| Traffic Control Markings, Class 2, Type | | | A | | | 1130 703D001 86.000 SQFT| 2.70000 232.20| 2.50000 215.00| Temporary Traffic Control Markings | | | 1140 705A037 147.000 EACH| 5.40000 793.80| 5.00000 735.00| Pavement Markers, Class A-H, Type 2-D | | | 1150 710A115 49.000 SQFT| 27.00000 1323.00| 26.50000 1298.50| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 1160 710A126 8.000 SQFT| 27.00000 216.00| 26.50000 212.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -39 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1170 710B021 120.000 LF | 12.96000 1555.20| 12.75000 1530.00| Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 1180 726A000 2310.000 LF | 22.01000 50843.10| 35.00000 80850.00| Portable Concrete Safety Barriers,Type | | | 1190 726A001 10.000 LF | 82.32000 823.20| 75.00000 750.00| Portable Concrete Safety Barriers,Type | | | 6-A | | | 1200 726D021 1.000 EACH| 13560.00000 13560.00| 8500.00000 8500.00| Portable Impact Attenuator Assembly | | | (Bi-directional,TL-2) | | | 1210 740B000 443.000 SQFT| 6.48000 2870.64| 13.81000 6117.83| Construction Signs | | | 1220 740D000 80.000 EACH| 89.80000 7184.00| 57.33000 4586.40| Channelizing Drums | | | 1230 740E000 50.000 EACH| 3.95000 197.50| 31.18000 1559.00| Cones (36 Inches High) | | | 1240 740F002 6.000 EACH| 98.63000 591.78| 200.50000 1203.00| Barricades, Type III | | | 1250 740I002 3.000 EACH| 270.19000 810.57| 200.50000 601.50| Warning Lights, Type B | | | 1260 740L005 80.000 EACH| 79.92000 6393.60| 82.23000 6578.40| Vertical Panel, Type I (Double-Sided) | | | 1270 740M001 50.000 EACH| 0.01000 0.50| 26.20000 1310.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 014 -40 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20130726014 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23056 |( 8 ) 20041 |( ) |JOHN G. WALTON CONSTRUCTION |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1280 999 000 1440.000 HOUR| 0.80000 1152.00| 0.80000 1152.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,803,391.88| $ 6,851,003.18| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,803,391.88| $ 6,851,003.18| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20130726015 COUNTIES : DALE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACBR58565-ATRP(001) for constructing the Bridge Replacement on CR-36 (Roy Parker Road) over Little Claybank Creek in Ozark. Length 0.123 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 617,719.75 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 628,732.00 101.7827% 3 13021 MURPHREE BRIDGE CORPORATION $ 680,229.20 110.1194% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130726015 COUNTIES : DALE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 2000.00000 2000.00| 4000.00000 4000.00| 4000.00000 4000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) (Approximately 1 Acre) | | | | | | 0020 206A000 LUMP| 87000.00000 87000.00| 70000.00000 70000.00| 38000.00000 38000.00 Removal Of Old Bridge, Station Sta. | | | 12+60.65 to Sta. 13+63.06 | | | 0030 206D000 44.000 LF | 5.00000 220.00| 15.00000 660.00| 12.00000 528.00 Removing Pipe | | | 0040 210A000 313.000 CUYD| 7.00000 2191.00| 10.00000 3130.00| 12.00000 3756.00 Unclassified Excavation | | | 0050 210D011 1995.000 CUYD| 17.25000 34413.75| 11.00000 21945.00| 15.00000 29925.00 Borrow Excavation (A-4 Or Better) | | | 0060 214A000 20.000 CUYD| 5.00000 100.00| 25.00000 500.00| 15.00000 300.00 Structure Excavation | | | 0070 214B001 12.000 CUYD| 65.00000 780.00| 30.00000 360.00| 50.00000 600.00 Foundation Backfill, Commercial | | | 0080 230A000 6.000 RBST| 2175.00000 13050.00| 900.00000 5400.00| 200.00000 1200.00 Roadbed Processing | | | 0090 401A000 1305.000 SQYD| 1.10000 1435.50| 1.10000 1435.50| 1.10000 1435.50 Bituminous Treatment A | | | 0100 405A000 150.000 GAL | 7.85000 1177.50| 7.80000 1170.00| 7.85000 1177.50 Tack Coat | | | 0110 408A052 480.000 SQYD| 4.75000 2280.00| 4.70000 2256.00| 4.75000 2280.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130726015 COUNTIES : DALE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 424A341 148.000 TON | 101.75000 15059.00| 101.75000 15059.00| 101.75000 15059.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0130 424B635 134.000 TON | 98.75000 13232.50| 98.75000 13232.50| 98.75000 13232.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0140 424B643 78.000 TON | 98.75000 7702.50| 98.75000 7702.50| 98.75000 7702.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0150 424B666 200.000 TON | 88.15000 17630.00| 88.15000 17630.00| 88.15000 17630.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0160 430B005 100.000 TON | 38.00000 3800.00| 50.00000 5000.00| 45.00000 4500.00 Aggregate Surfacing (ALDOT #410) | | | 0170 450B000 108.000 SQYD| 85.00000 9180.00| 150.00000 16200.00| 100.00000 10800.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0180 502A001 15430.000 LB | 1.00000 15430.00| 1.00000 15430.00| 1.00000 15430.00 Steel Reinforcement (Grade 60) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130726015 COUNTIES : DALE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 502B000 LUMP| 30118.00000 30118.00| 30000.00000 30000.00| 30000.00000 30000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 12+58.44 Approx. 30,118 lbs | | | | | | 0200 505A002 1.000 EACH| 100.00000 100.00| 12000.00000 12000.00| 3000.00000 3000.00 Steel Test Piles (HP 12x53) | | | 0210 505A004 1.000 EACH| 100.00000 100.00| 12000.00000 12000.00| 3750.00000 3750.00 Steel Test Piles (HP 14x73) | | | 0220 505B057 1.000 EACH| 100.00000 100.00| 1500.00000 1500.00| 2000.00000 2000.00 Static Loading Tests (HP 12x53) | | | 0230 505B059 1.000 EACH| 100.00000 100.00| 1500.00000 1500.00| 2200.00000 2200.00 Static Loading Tests (HP 14x73) | | | 0240 505B087 1.000 EACH| 100.00000 100.00| 1500.00000 1500.00| 1000.00000 1000.00 Dynamic Loading Tests (HP 12x53) | | | 0250 505B089 1.000 EACH| 100.00000 100.00| 1500.00000 1500.00| 1000.00000 1000.00 Dynamic Loading Tests (HP 14x73) | | | 0260 505M002 274.000 LF | 35.00000 9590.00| 34.00000 9316.00| 45.90000 12576.60 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0270 505M004 309.000 LF | 48.00000 14832.00| 45.00000 13905.00| 59.90000 18509.10 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0280 508A000 5175.000 LB | 5.00000 25875.00| 4.50000 23287.50| 5.00000 25875.00 Structural Steel | | | 0290 510A000 104.000 CUYD| 550.00000 57200.00| 400.00000 41600.00| 850.00000 88400.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130726015 COUNTIES : DALE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 510C051 LUMP| 76050.00000 76050.00| 45000.00000 45000.00| 80000.00000 80000.00 Bridge Concrete Superstructure, Station | | | 12+58.44 Approx. 117 cu yd | | | 0310 510E000 349.000 SQYD| 10.00000 3490.00| 10.00000 3490.00| 7.67000 2676.83 Grooving Concrete Bridge Decks | | | 0320 511A050 30.000 EACH| 150.00000 4500.00| 150.00000 4500.00| 150.00000 4500.00 Elastomeric Bearing Type 2 (Mark B1) | | | 0330 513B003 509.000 LF | 93.00000 47337.00| 125.00000 63625.00| 93.00000 47337.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0340 530A001 71.000 LF | 24.00000 1704.00| 43.00000 3053.00| 45.00000 3195.00 18" Roadway Pipe (Class 3 R.C.) | | | 0350 600A000 LUMP| 22250.00000 22250.00| 25000.00000 25000.00| 62602.85000 62602.85 Mobilization | | | 0360 610C001 1329.000 TON | 35.00000 46515.00| 45.00000 59805.00| 35.00000 46515.00 Loose Riprap, Class 2 | | | 0370 610D003 1078.000 SQYD| 1.00000 1078.00| 2.00000 2156.00| 2.50000 2695.00 Filter Blanket, Geotextile | | | 0380 619A002 2.000 EACH| 500.00000 1000.00| 1500.00000 3000.00| 400.00000 800.00 18" Roadway Pipe End Treatment, Class 1 | | | 0390 630A001 125.000 LF | 21.00000 2625.00| 21.00000 2625.00| 21.00000 2625.00 Steel Beam Guardrail, Class A, Type 2 | | | 0400 630C003 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0410 630C070 4.000 EACH| 1900.00000 7600.00| 1900.00000 7600.00| 1900.00000 7600.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130726015 COUNTIES : DALE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 650A000 953.000 CUYD| 12.00000 11436.00| 16.00000 15248.00| 15.00000 14295.00 Topsoil | | | 0430 652A100 1.000 ACRE| 1000.00000 1000.00| 1500.00000 1500.00| 1000.00000 1000.00 Seeding | | | 0440 652C000 1.000 ACRE| 100.00000 100.00| 500.00000 500.00| 250.00000 250.00 Mowing | | | 0450 656A010 1.000 ACRE| 750.00000 750.00| 1500.00000 1500.00| 1000.00000 1000.00 Mulching | | | 0460 665A000 1.000 ACRE| 600.00000 600.00| 1000.00000 1000.00| 250.00000 250.00 Temporary Seeding | | | 0470 665B001 2.000 TON | 400.00000 800.00| 1000.00000 2000.00| 250.00000 500.00 Temporary Mulching | | | 0480 665F000 50.000 EACH| 8.00000 400.00| 5.00000 250.00| 5.00000 250.00 Hay Bales | | | 0490 665G000 50.000 EACH| 5.00000 250.00| 2.00000 100.00| 2.20000 110.00 Sand Bags | | | 0500 665J002 2500.000 LF | 1.00000 2500.00| 3.00000 7500.00| 3.18000 7950.00 Silt Fence | | | 0510 665L000 500.000 LF | 8.00000 4000.00| 14.00000 7000.00| 12.00000 6000.00 Floating Basin Boom | | | 0520 665O001 2500.000 LF | 0.01000 25.00| 1.00000 2500.00| 0.20000 500.00 Silt Fence Removal | | | 0530 665Q002 100.000 LF | 7.00000 700.00| 10.00000 1000.00| 5.30000 530.00 Wattle | | | 0540 666A001 1.000 ACRE| 100.00000 100.00| 500.00000 500.00| 0.10000 0.10 Pest Control Treatment | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130726015 COUNTIES : DALE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 680A001 LUMP| 2500.00000 2500.00| 5000.00000 5000.00| 4500.00000 4500.00 Geometric Controls | | | 0560 698A000 LUMP| 0.00000 0.00| 1.00000 1.00| 13280.44000 13280.44 Construction Fuel (Maximum Bid Limited | | | to $ 47,600.00) | | | 0570 701E000 1252.000 LF | 0.50000 626.00| 0.50000 626.00| 0.50000 626.00 Solid Temporary Traffic Stripe | | | 0580 701G146 214.000 LF | 0.00000 0.00| 2.00000 428.00| 0.01000 2.14 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0590 701G154 214.000 LF | 0.00000 0.00| 2.00000 428.00| 0.01000 2.14 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0600 701G253 1252.000 LF | 1.00000 1252.00| 1.00000 1252.00| 1.00000 1252.00 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0610 701G265 1172.000 LF | 1.00000 1172.00| 1.00000 1172.00| 1.00000 1172.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0620 703A002 20.000 SQFT| 5.00000 100.00| 5.00000 100.00| 5.00000 100.00 Traffic Control Markings, Class 2, Type | | | A | | | 0630 703D001 20.000 SQFT| 2.00000 40.00| 2.00000 40.00| 2.00000 40.00 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 015 -8 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130726015 COUNTIES : DALE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION COMPANY, |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 740B000 219.000 SQFT| 7.00000 1533.00| 8.00000 1752.00| 6.50000 1423.50 Construction Signs | | | 0650 740E000 25.000 EACH| 20.00000 500.00| 13.00000 325.00| 15.00000 375.00 Cones (36 Inches High) | | | 0660 740F002 8.000 EACH| 200.00000 1600.00| 180.00000 1440.00| 185.00000 1480.00 Barricades, Type III | | | 0670 740I002 4.000 EACH| 110.00000 440.00| 68.00000 272.00| 185.00000 740.00 Warning Lights, Type B | | | 0680 740M001 25.000 EACH| 10.00000 250.00| 9.00000 225.00| 7.50000 187.50 Ballast For Cone | | | SECTION TOTALS | $ 617,719.75| $ 628,732.00| $ 680,229.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 617,719.75| $ 628,732.00| $ 680,229.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20130726016 COUNTIES : MARION LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 CONTRACT TIME : 225 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACBRZ58397-ATRP(001) for constructing the Bridge Replacements at various sites on CR-13 (Sipsey Creek, Boardtree Creek, and Barnesville Creek) west of Hamilton as indicated in the plans. Length 0.535 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE CO., INC. $ 1,888,477.74 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 2,072,548.65 109.7471% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 2,562,974.16 135.7164% 4 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 2,764,684.04 146.3975% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130726016 COUNTIES : MARION LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 01007 |( 3 ) 19007 |RILEY BRIDGE CO., INC. |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 Total | | | 0010 206A000 LUMP| 35000.00000 35000.00| 25000.00000 25000.00| 48065.98000 48065.98 Removal Of Old Bridge, Station 18+83.00 | | | 0020 206A001 LUMP| 21000.00000 21000.00| 20000.00000 20000.00| 34897.01000 34897.01 Removal Of Old Bridge, Station 33+58.91 | | | 0030 206A002 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 21989.27000 21989.27 Removal Of Old Bridge, Station 44+11.22 | | | 0040 215A000 1128.000 CUYD| 9.00000 10152.00| 15.00000 16920.00| 14.27000 16096.56 Unclassified Bridge Excavation | | | 0050 450B000 267.000 SQYD| 72.00000 19224.00| 75.00000 20025.00| 138.28000 36920.76 Reinforced Cement Concrete Bridge End | | | Slab | | | 0060 502A001 35533.000 LB | 0.78000 27715.74| 0.75000 26649.75| 0.95000 33756.35 Steel Reinforcement (Grade 60) | | | 0070 502B000 LUMP| 60256.00000 60256.00| 60000.00000 60000.00| 74602.78000 74602.78 Steel Reinforcement For Bridge | | | Superstructure, Station 18+70.00, Approximately | | | | | | 0080 502B001 LUMP| 37791.00000 37791.00| 40000.00000 40000.00| 46788.50000 46788.50 Steel Reinforcement For Bridge | | | Superstructure, Station 33+45.00, Approximately | | | | | | 0090 502B002 LUMP| 19465.00000 19465.00| 20000.00000 20000.00| 24100.18000 24100.18 Steel Reinforcement For Bridge | | | Superstructure, Station 44+02.00, Approximately | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130726016 COUNTIES : MARION LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 01007 |( 3 ) 19007 |RILEY BRIDGE CO., INC. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 505G003 60.000 EACH| 124.00000 7440.00| 200.00000 12000.00| 197.29000 11837.40 Pile Points (Type A, 12") | | | 0110 505G004 52.000 EACH| 145.00000 7540.00| 225.00000 11700.00| 210.20000 10930.40 Pile Points (Type A, 14") | | | 0120 505H000 732.000 LF | 375.00000 274500.00| 400.00000 292800.00| 12.94000 9472.08 Pilot Holes | | | 0130 505M002 1895.000 LF | 43.50000 82432.50| 45.00000 85275.00| 56.40000 106878.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0140 505M011 1937.000 LF | 69.50000 134621.50| 65.00000 125905.00| 87.44000 169371.28 Steel Piling Furnished And Driven (HP | | | 14X102) | | | 0150 508A000 22072.000 LB | 3.50000 77252.00| 5.00000 110360.00| 3.58000 79017.76 Structural Steel | | | 0160 510A000 301.000 CUYD| 700.00000 210700.00| 500.00000 150500.00| 1227.68000 369531.68 Bridge Substructure Concrete, Class A | | | 0170 510C051 LUMP| 144500.00000 144500.00| 225000.00000 225000.00| 300908.74000 300908.74 Bridge Concrete Superstructure, Station | | | 18+70.00, Approximately | | | 0180 510C052 LUMP| 88500.00000 88500.00| 125000.00000 125000.00| 192150.61000 192150.61 Bridge Concrete Superstructure, Station | | | 33+45.00, Approximately | | | 0190 510C053 LUMP| 45500.00000 45500.00| 70000.00000 70000.00| 101394.41000 101394.41 Bridge Concrete Superstructure, Station | | | 44+02.00, Approximately | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130726016 COUNTIES : MARION LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 01007 |( 3 ) 19007 |RILEY BRIDGE CO., INC. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 510E000 1658.000 SQYD| 3.00000 4974.00| 3.50000 5803.00| 4.43000 7344.94 Grooving Concrete Bridge Decks | | | 0210 511A050 128.000 EACH| 96.00000 12288.00| 100.00000 12800.00| 144.15000 18451.20 Elastomeric Bearing Type 2 (Mark B1) | | | 0220 513B003 2428.000 LF | 91.00000 220948.00| 100.00000 242800.00| 100.00000 242800.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0230 600A000 LUMP| 125000.00000 125000.00| 176000.00000 176000.00| 307539.66000 307539.66 Mobilization | | | 0240 610C001 2541.000 TON | 28.00000 71148.00| 35.00000 88935.00| 43.46000 110431.86 Loose Riprap, Class 2 | | | 0250 610D003 2532.000 SQYD| 3.00000 7596.00| 3.00000 7596.00| 3.16000 8001.12 Filter Blanket, Geotextile | | | 0260 630A001 300.000 LF | 30.00000 9000.00| 18.00000 5400.00| 30.31000 9093.00 Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C003 12.000 EACH| 1823.00000 21876.00| 1950.00000 23400.00| 1842.05000 22104.60 Guardrail End Anchor, Type 13 | | | 0280 630C050 12.000 EACH| 2969.00000 35628.00| 2100.00000 25200.00| 2999.91000 35998.92 Guardrail End Anchor, Type 20 Series | | | 0290 650A000 175.000 CUYD| 12.00000 2100.00| 15.00000 2625.00| 10.53000 1842.75 Topsoil | | | 0300 652A100 3.000 ACRE| 1000.00000 3000.00| 1200.00000 3600.00| 890.50000 2671.50 Seeding | | | 0310 656A010 3.000 ACRE| 1000.00000 3000.00| 1200.00000 3600.00| 890.50000 2671.50 Mulching | | | 0320 665J002 1408.000 LF | 5.00000 7040.00| 4.00000 5632.00| 3.22000 4533.76 Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130726016 COUNTIES : MARION LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 01007 |( 3 ) 19007 |RILEY BRIDGE CO., INC. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665L000 420.000 LF | 12.00000 5040.00| 15.00000 6300.00| 12.69000 5329.80 Floating Basin Boom | | | 0340 665O001 1408.000 LF | 2.00000 2816.00| 1.50000 2112.00| 0.99000 1393.92 Silt Fence Removal | | | 0350 665Q002 750.000 LF | 8.00000 6000.00| 9.00000 6750.00| 6.93000 5197.50 Wattle | | | 0360 680A001 LUMP| 24000.00000 24000.00| 1000.00000 1000.00| 80310.62000 80310.62 Geometric Controls | | | 0370 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 89,830.00) | | | 0380 740B000 266.000 SQFT| 9.00000 2394.00| 8.65000 2300.90| 6.84000 1819.44 Construction Signs | | | 0390 740F002 16.000 EACH| 200.00000 3200.00| 235.00000 3760.00| 184.21000 2947.36 Barricades, Type III | | | 0400 740I002 8.000 EACH| 355.00000 2840.00| 600.00000 4800.00| 472.62000 3780.96 Warning Lights, Type B | | | SECTION TOTALS | $ 1,888,477.74| $ 2,072,548.65| $ 2,562,974.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,888,477.74| $ 2,072,548.65| $ 2,562,974.16 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 016 -6 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130726016 COUNTIES : MARION LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 23025 |( ) |( ) |WRIGHT BROTHERS CONSTRUCTIO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 100706.01000 100706.01| | Removal Of Old Bridge, Station 18+83.00 | | | 0020 206A001 LUMP| 69027.63000 69027.63| | Removal Of Old Bridge, Station 33+58.91 | | | 0030 206A002 LUMP| 52486.09000 52486.09| | Removal Of Old Bridge, Station 44+11.22 | | | 0040 215A000 1128.000 CUYD| 17.42000 19649.76| | Unclassified Bridge Excavation | | | 0050 450B000 267.000 SQYD| 169.23000 45184.41| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0060 502A001 35533.000 LB | 0.99000 35177.67| | Steel Reinforcement (Grade 60) | | | 0070 502B000 LUMP| 73393.68000 73393.68| | Steel Reinforcement For Bridge | | | Superstructure, Station 18+70.00, Approximately | | | | | | 0080 502B001 LUMP| 45391.13000 45391.13| | Steel Reinforcement For Bridge | | | Superstructure, Station 33+45.00, Approximately | | | | | | 0090 502B002 LUMP| 23238.44000 23238.44| | Steel Reinforcement For Bridge | | | Superstructure, Station 44+02.00, Approximately | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 016 -7 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130726016 COUNTIES : MARION LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 23025 |( ) |( ) |WRIGHT BROTHERS CONSTRUCTIO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 505G003 60.000 EACH| 186.11000 11166.60| | Pile Points (Type A, 12") | | | 0110 505G004 52.000 EACH| 238.45000 12399.40| | Pile Points (Type A, 14") | | | 0120 505H000 732.000 LF | 138.49000 101374.68| | Pilot Holes | | | 0130 505M002 1895.000 LF | 48.37000 91661.15| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0140 505M011 1937.000 LF | 93.31000 180741.47| | Steel Piling Furnished And Driven (HP | | | 14X102) | | | 0150 508A000 22072.000 LB | 9.86000 217629.92| | Structural Steel | | | 0160 510A000 301.000 CUYD| 1606.46000 483544.46| | Bridge Substructure Concrete, Class A | | | 0170 510C051 LUMP| 292253.55000 292253.55| | Bridge Concrete Superstructure, Station | | | 18+70.00, Approximately | | | 0180 510C052 LUMP| 185868.26000 185868.26| | Bridge Concrete Superstructure, Station | | | 33+45.00, Approximately | | | 0190 510C053 LUMP| 115785.68000 115785.68| | Bridge Concrete Superstructure, Station | | | 44+02.00, Approximately | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 016 -8 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130726016 COUNTIES : MARION LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 23025 |( ) |( ) |WRIGHT BROTHERS CONSTRUCTIO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 510E000 1658.000 SQYD| 7.64000 12667.12| | Grooving Concrete Bridge Decks | | | 0210 511A050 128.000 EACH| 137.93000 17655.04| | Elastomeric Bearing Type 2 (Mark B1) | | | 0220 513B003 2428.000 LF | 94.11000 228499.08| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0230 600A000 LUMP| 70345.51000 70345.51| | Mobilization | | | 0240 610C001 2541.000 TON | 37.51000 95312.91| | Loose Riprap, Class 2 | | | 0250 610D003 2532.000 SQYD| 2.74000 6937.68| | Filter Blanket, Geotextile | | | 0260 630A001 300.000 LF | 27.70000 8310.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C003 12.000 EACH| 2769.84000 33238.08| | Guardrail End Anchor, Type 13 | | | 0280 630C050 12.000 EACH| 3462.30000 41547.60| | Guardrail End Anchor, Type 20 Series | | | 0290 650A000 175.000 CUYD| 27.70000 4847.50| | Topsoil | | | 0300 652A100 3.000 ACRE| 1384.92000 4154.76| | Seeding | | | 0310 656A010 3.000 ACRE| 1384.92000 4154.76| | Mulching | | | 0320 665J002 1408.000 LF | 5.54000 7800.32| | Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 016 -9 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20130726016 COUNTIES : MARION LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 23025 |( ) |( ) |WRIGHT BROTHERS CONSTRUCTIO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 665L000 420.000 LF | 20.77000 8723.40| | Floating Basin Boom | | | 0340 665O001 1408.000 LF | 2.08000 2928.64| | Silt Fence Removal | | | 0350 665Q002 750.000 LF | 8.31000 6232.50| | Wattle | | | 0360 680A001 LUMP| 41547.60000 41547.60| | Geometric Controls | | | 0370 698A000 LUMP| 0.01000 0.01| | Construction Fuel (Maximum Bid Limited | | | to $ 89,830.00) | | | 0380 740B000 266.000 SQFT| 13.85000 3684.10| | Construction Signs | | | 0390 740F002 16.000 EACH| 346.23000 5539.68| | Barricades, Type III | | | 0400 740I002 8.000 EACH| 484.72000 3877.76| | Warning Lights, Type B | | | SECTION TOTALS | $ 2,764,684.04| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,764,684.04| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20130726017 COUNTIES : PIKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNU58560-ATRP(001) for constructing the Full Depth Reclamation, Resurfacing, ACNU58556-ATRP(001) and Traffic Stripe on CR-2238 from CR-2243 to CR-2290 east of Goshen and on CR-7708 from CR-7711 to CR-7707 in China Grove. Length 6.932 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 13121 THE MILLER PAVING GROUP, INC. $ 1,187,646.04 100.0000% 2 02119 BLOUNT CONSTRUCTION COMPANY, INC. $ 1,223,455.79 103.0152% 3 01096 APAC MID-SOUTH, INC. $ 1,247,798.56 105.0649% 4 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,263,572.35 106.3930% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130726017 COUNTIES : PIKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13121 |( 2 ) 02119 |( 3 ) 01096 |THE MILLER PAVING GROUP, IN |BLOUNT CONSTRUCTION COMPANY |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 210D021 3615.000 CUYD| 11.35000 41030.25| 11.50000 41572.50| 11.00000 39765.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 212A000 733.000 STA | 50.00000 36650.00| 50.50000 37016.50| 48.00000 35184.00 Machine Grading Shoulders | | | 0030 302A000 55672.000 SQYD| 2.80000 155881.60| 2.45000 136396.40| 3.19000 177593.68 Full Depth Reclamation, 6" thick | | | 0040 302A000 21460.000 SQYD| 3.60000 77256.00| 3.00000 64380.00| 4.10000 87986.00 Full Depth Reclamation, 8" thick | | | 0050 302B000 964.000 TON | 98.00000 94472.00| 112.50000 108450.00| 111.65000 107630.60 Portland Cement For Full Depth | | | Reclamation | | | 0060 401A000 79663.000 SQYD| 0.85000 67713.55| 0.73000 58153.99| 0.97000 77273.11 Bituminous Treatment A | | | 0070 401B108 10304.000 SQYD| 2.50000 25760.00| 2.60000 26790.40| 2.85000 29366.40 Bituminous Treatment G (With Polymer | | | Additive) | | | 0080 407B000 8.000 MILE| 735.00000 5880.00| 750.00000 6000.00| 720.00000 5760.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0090 424A341 2636.000 TON | 80.10000 211143.60| 82.25000 216811.00| 78.50000 206926.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130726017 COUNTIES : PIKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13121 |( 2 ) 02119 |( 3 ) 01096 |THE MILLER PAVING GROUP, IN |BLOUNT CONSTRUCTION COMPANY |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 424A361 4793.000 TON | 80.10000 383919.30| 82.25000 394224.25| 78.50000 376250.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0110 600A000 LUMP| 50000.00000 50000.00| 87150.00000 87150.00| 61000.00000 61000.00 Mobilization | | | 0120 652A100 11.000 ACRE| 560.00000 6160.00| 600.00000 6600.00| 626.63000 6892.93 Seeding | | | 0130 656A010 11.000 ACRE| 387.50000 4262.50| 425.00000 4675.00| 432.94000 4762.34 Mulching | | | 0140 665F000 100.000 EACH| 2.55000 255.00| 3.00000 300.00| 2.85000 285.00 Hay Bales | | | 0150 665J002 2000.000 LF | 2.30000 4600.00| 2.50000 5000.00| 2.56000 5120.00 Silt Fence | | | 0160 665O001 2000.000 LF | 0.10000 200.00| 0.20000 400.00| 0.11000 220.00 Silt Fence Removal | | | 0170 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 85,025.00) | | | 0180 701A034 9.000 MILE| 1160.00000 10440.00| 1250.00000 11250.00| 1293.14000 11638.26 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0190 701A044 4.000 MILE| 580.00000 2320.00| 625.00000 2500.00| 646.57000 2586.28 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130726017 COUNTIES : PIKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13121 |( 2 ) 02119 |( 3 ) 01096 |THE MILLER PAVING GROUP, IN |BLOUNT CONSTRUCTION COMPANY |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 701C000 6.000 MILE| 331.50000 1989.00| 350.00000 2100.00| 370.28000 2221.68 Broken Temporary Traffic Stripe | | | 0210 701C001 13.000 MILE| 331.50000 4309.50| 350.00000 4550.00| 370.28000 4813.64 Solid Temporary Traffic Stripe | | | 0220 703A002 80.000 SQFT| 5.10000 408.00| 5.50000 440.00| 5.70000 456.00 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 80.000 SQFT| 2.55000 204.00| 2.75000 220.00| 2.85000 228.00 Temporary Traffic Control Markings | | | 0240 740B000 391.000 SQFT| 7.14000 2791.74| 8.25000 3225.75| 8.54000 3339.14 Construction Signs | | | 0250 740O000 1.000 EACH| 0.00000 0.00| 5250.00000 5250.00| 500.00000 500.00 Pilot Car | | | SECTION TOTALS | $ 1,187,646.04| $ 1,223,455.79| $ 1,247,798.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,187,646.04| $ 1,223,455.79| $ 1,247,798.56 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130726017 COUNTIES : PIKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 210D021 3615.000 CUYD| 10.53000 38065.95| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 212A000 733.000 STA | 56.17000 41172.61| | Machine Grading Shoulders | | | 0030 302A000 55672.000 SQYD| 2.84000 158108.48| | Full Depth Reclamation, 6" thick | | | 0040 302A000 21460.000 SQYD| 3.65000 78329.00| | Full Depth Reclamation, 8" thick | | | 0050 302B000 964.000 TON | 99.50000 95918.00| | Portland Cement For Full Depth | | | Reclamation | | | 0060 401A000 79663.000 SQYD| 0.86000 68510.18| | Bituminous Treatment A | | | 0070 401B108 10304.000 SQYD| 1.80000 18547.20| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0080 407B000 8.000 MILE| 350.00000 2800.00| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0090 424A341 2636.000 TON | 77.43000 204105.48| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 017 -6 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130726017 COUNTIES : PIKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 424A361 4793.000 TON | 80.43000 385500.99| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0110 600A000 LUMP| 83851.43000 83851.43| | Mobilization | | | 0120 652A100 11.000 ACRE| 966.93000 10636.23| | Seeding | | | 0130 656A010 11.000 ACRE| 322.31000 3545.41| | Mulching | | | 0140 665F000 100.000 EACH| 6.45000 645.00| | Hay Bales | | | 0150 665J002 2000.000 LF | 2.95000 5900.00| | Silt Fence | | | 0160 665O001 2000.000 LF | 0.54000 1080.00| | Silt Fence Removal | | | 0170 698A000 LUMP| 42512.50000 42512.50| | Construction Fuel (Maximum Bid Limited | | | to $ 85,025.00) | | | 0180 701A034 9.000 MILE| 1219.40000 10974.60| | Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0190 701A044 4.000 MILE| 609.70000 2438.80| | Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 017 -7 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130726017 COUNTIES : PIKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 701C000 6.000 MILE| 349.17000 2095.02| | Broken Temporary Traffic Stripe | | | 0210 701C001 13.000 MILE| 349.17000 4539.21| | Solid Temporary Traffic Stripe | | | 0220 703A002 80.000 SQFT| 5.37000 429.60| | Traffic Control Markings, Class 2, Type | | | A | | | 0230 703D001 80.000 SQFT| 2.69000 215.20| | Temporary Traffic Control Markings | | | 0240 740B000 391.000 SQFT| 8.06000 3151.46| | Construction Signs | | | 0250 740O000 1.000 EACH| 500.00000 500.00| | Pilot Car | | | SECTION TOTALS | $ 1,263,572.35| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,263,572.35| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20130726018 COUNTIES : MARSHALL LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNU58657-ATRP(001) for constructing the Spot Patching, Leveling, Resurfacing, Guardrail Installation, and Traffic Stripe on CR-14 (Warrenton Road) from the Blount County Line to just south of the junction of CR-44 (Fry Gap Road) southwest of Guntersville. Length 3.199 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 954,892.31 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 972,782.67 101.8735% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20130726018 COUNTIES : MARSHALL LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 800.000 CUYD| 17.12000 13696.00| 25.00000 20000.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 401B100 39424.000 SQYD| 1.98000 78059.52| 1.21000 47703.04| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 1183.000 GAL | 5.00000 5915.00| 4.00000 4732.00| Tack Coat | | | 0040 407B000 4.000 MILE| 100.00000 400.00| 1500.00000 6000.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 424A341 3578.000 TON | 68.09000 243626.02| 85.00000 304130.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 424B643 3253.000 TON | 68.09000 221496.77| 78.00000 253734.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 424C344 250.000 TON | 85.00000 21250.00| 125.00000 31250.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20130726018 COUNTIES : MARSHALL LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 430B043 2337.000 TON | 24.50000 57256.50| 26.00000 60762.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 600A000 LUMP| 108030.00000 108030.00| 44000.00000 44000.00| Mobilization | | | 0100 630A001 2622.000 LF | 21.75000 57028.50| 21.75000 57028.50| Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C050 24.000 EACH| 2850.00000 68400.00| 2850.00000 68400.00| Guardrail End Anchor, Type 20 Series | | | 0120 698A000 LUMP| 45000.00000 45000.00| 38000.00000 38000.00| Construction Fuel (Maximum Bid Limited | | | to $ 45,000.00) | | | 0130 701A030 7.000 MILE| 1400.00000 9800.00| 1484.00000 10388.00| Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0140 701A034 5.000 MILE| 1400.00000 7000.00| 1400.00000 7000.00| Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0150 701A044 1.000 MILE| 750.00000 750.00| 750.00000 750.00| Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0160 701C000 3.000 MILE| 500.00000 1500.00| 500.00000 1500.00| Broken Temporary Traffic Stripe | | | 0170 701C001 14.000 MILE| 550.00000 7700.00| 550.00000 7700.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20130726018 COUNTIES : MARSHALL LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 10011 |( ) |WHITAKER CONTRACTING CORPOR |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 703A002 80.000 SQFT| 5.00000 400.00| 5.00000 400.00| Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 96.000 SQFT| 5.00000 480.00| 5.00000 480.00| Traffic Control Legends, Class 2, Type | | | 0200 703D002 100.000 SQFT| 1.00000 100.00| 1.00000 100.00| Temporary Traffic Control Markings | | | (Paint) | | | 0210 705A032 66.000 EACH| 4.00000 264.00| 0.67000 44.22| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 290.000 EACH| 4.00000 1160.00| 0.67000 194.30| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 258.000 SQFT| 10.00000 2580.00| 16.42000 4236.36| Construction Signs | | | 0240 740E000 25.000 EACH| 10.00000 250.00| 12.46000 311.50| Cones (36 Inches High) | | | 0250 740M001 25.000 EACH| 10.00000 250.00| 5.55000 138.75| Ballast For Cone | | | 0260 740O000 1.000 EACH| 2500.00000 2500.00| 3800.00000 3800.00| Pilot Car | | | SECTION TOTALS | $ 954,892.31| $ 972,782.67| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 954,892.31| $ 972,782.67| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20130726019 COUNTIES : HENRY LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNU59466-ATRP(001) for constructing the Resurfacing and Traffic Stripe on CR-237 from the intersection of SR-10 to the intersection of CR-46 north of Shorterville. Length 0.570 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 106,104.73 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 112,574.91 106.0979% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130726019 COUNTIES : HENRY LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( ) |WIREGRASS CONSTRUCTION COMP |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 210D021 684.000 CUYD| 10.19000 6969.96| 13.25000 9063.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 212A000 60.000 STA | 78.15000 4689.00| 111.95000 6717.00| Machine Grading Shoulders | | | 0030 405A000 200.000 GAL | 8.23000 1646.00| 3.77000 754.00| Tack Coat | | | 0040 407B000 1.000 MILE| 475.00000 475.00| 226.12000 226.12| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 424A340 532.000 TON | 122.75000 65303.00| 116.25000 61845.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 600A000 LUMP| 12485.00000 12485.00| 18800.00000 18800.00| Mobilization | | | 0070 652A100 1.000 ACRE| 1114.39000 1114.39| 1231.75000 1231.75| Seeding | | | 0080 656A010 1.000 ACRE| 658.50000 658.50| 727.85000 727.85| Mulching | | | 0090 665F000 25.000 EACH| 7.60000 190.00| 8.40000 210.00| Hay Bales | | | 0100 665J002 150.000 LF | 4.05000 607.50| 4.48000 672.00| Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130726019 COUNTIES : HENRY LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( ) |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 665O001 150.000 LF | 1.01000 151.50| 1.12000 168.00| Silt Fence Removal | | | 0120 698A000 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| Construction Fuel (Maximum Bid Limited | | | to $ 5,000.00) | | | 0130 701A231 1.000 MILE| 2128.55000 2128.55| 2211.54000 2211.54| Solid White, Class 2, Type A Traffic | | | Stripe | | | 0140 701A235 1.000 MILE| 2128.55000 2128.55| 2211.54000 2211.54| Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0150 701A245 1.000 MILE| 1489.99000 1489.99| 1548.09000 1548.09| Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0160 701C000 1.000 MILE| 431.10000 431.10| 447.91000 447.91| Broken Temporary Traffic Stripe | | | 0170 701C001 1.000 MILE| 431.10000 431.10| 447.91000 447.91| Solid Temporary Traffic Stripe | | | 0180 703A002 80.000 SQFT| 5.39000 431.20| 5.60000 448.00| Traffic Control Markings, Class 2, Type | | | A | | | 0190 703D001 80.000 SQFT| 2.69000 215.20| 2.80000 224.00| Temporary Traffic Control Markings | | | 0200 705A032 30.000 EACH| 2.69000 80.70| 2.80000 84.00| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130726019 COUNTIES : HENRY LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( ) |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 705A037 45.000 EACH| 2.69000 121.05| 2.80000 126.00| Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 168.000 SQFT| 8.08000 1357.44| 8.40000 1411.20| Construction Signs | | | 0230 740O000 1.000 EACH| 500.00000 500.00| 500.00000 500.00| Pilot Car | | | SECTION TOTALS | $ 106,104.73| $ 112,574.91| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 106,104.73| $ 112,574.91| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20130726020 COUNTIES : HOUSTON LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNU59468-ATRP(001) for constructing the Resufacing and Traffic Stripe on CR-22 ACNU59472-ATRP(001) from the Henry County Line to Gordon Williams Road; on CR-33 from CR-55 in Ashford to SR-52 (SITE 1) and on Nuclear Road from CR-33 to SR-95 (SITE 2). Length 18.841 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01096 APAC MID-SOUTH, INC. $ 3,964,839.84 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 4,375,374.82 110.3544% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20130726020 COUNTIES : HOUSTON LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 23024 |( ) |APAC MID-SOUTH, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401A006 262710.000 SQYD| 1.81000 475505.10| 1.55000 407200.50| Bituminous Treatment G | | | 0020 405A000 13441.000 GAL | 2.80000 37634.80| 5.57000 74866.37| Tack Coat | | | 0030 407B000 20.000 MILE| 170.00000 3400.00| 365.00000 7300.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0040 410H000 1.000 EACH| 55000.00000 55000.00| 50000.00000 50000.00| Material Remixing Device | | | 0050 424A338 7680.000 TON | 75.58000 580454.40| 82.00000 629760.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 424A340 8495.000 TON | 83.37000 708228.15| 87.49000 743227.55| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 424A341 12860.000 TON | 80.43000 1034329.80| 84.88000 1091556.80| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0080 424B636 13655.000 TON | 63.28000 864088.40| 68.92000 941102.60| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20130726020 COUNTIES : HOUSTON LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 23024 |( ) |APAC MID-SOUTH, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 600A000 LUMP| 125000.00000 125000.00| 257652.00000 257652.00| Mobilization | | | 0100 698A000 LUMP| 0.00000 0.00| 97270.00000 97270.00| Construction Fuel (Maximum Bid Limited | | | to $ 194,540.00) | | | 0110 701A235 20.000 MILE| 2081.57000 41631.40| 1933.32000 38666.40| Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0120 701A245 14.000 MILE| 1156.43000 16190.02| 1074.07000 15036.98| Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0130 701G251 1100.000 LF | 5.20000 5720.00| 4.83000 5313.00| Solid White, Class 2, Type A Traffic | | | Stripe (6" Wide) (Rumble Strip) | | | 0140 703A002 1456.000 SQFT| 3.47000 5052.32| 3.22000 4688.32| Traffic Control Markings, Class 2, Type | | | A | | | 0150 703B002 124.000 SQFT| 3.47000 430.28| 3.22000 399.28| Traffic Control Legends, Class 2, Type | | | 0160 705A032 546.000 EACH| 3.47000 1894.62| 3.22000 1758.12| Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 1605.000 EACH| 3.47000 5569.35| 3.22000 5168.10| Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 560.000 SQFT| 7.52000 4211.20| 6.98000 3908.80| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20130726020 COUNTIES : HOUSTON LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 23024 |( ) |APAC MID-SOUTH, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 740O000 1.000 EACH| 500.00000 500.00| 500.00000 500.00| Pilot Car | | | SECTION TOTALS | $ 3,964,839.84| $ 4,375,374.82| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,964,839.84| $ 4,375,374.82| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20130726022 COUNTIES : HENRY LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACOA59465-ATRP(001) for constructing the Planing, Resurfacing, and Traffic Stripe on CR-99 from SR-1 (US-431) in Headland to CR-12 in Tumbleton. Length 5.319 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,327,473.03 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 1,471,523.09 110.8514% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130726022 COUNTIES : HENRY LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( ) |WIREGRASS CONSTRUCTION COMP |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 210D021 6384.000 CUYD| 5.35000 34154.40| 3.49000 22280.16| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 212A000 562.000 STA | 48.17000 27071.54| 39.59000 22249.58| Machine Grading Shoulders | | | 0030 405A000 4494.000 GAL | 5.13000 23054.22| 2.98000 13392.12| Tack Coat | | | 0040 407B000 6.000 MILE| 356.00000 2136.00| 200.97000 1205.82| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A052 74906.000 SQYD| 0.79000 59175.74| 0.72000 53932.32| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A360 6038.000 TON | 80.85000 488172.30| 86.85000 524400.30| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0070 424B650 8240.000 TON | 69.21000 570290.40| 81.95000 675268.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0080 600A000 LUMP| 17500.00000 17500.00| 61500.00000 61500.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130726022 COUNTIES : HENRY LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( ) |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 652A100 11.000 ACRE| 556.04000 6116.44| 613.07000 6743.77| Seeding | | | 0100 656A010 11.000 ACRE| 379.12000 4170.32| 418.00000 4598.00| Mulching | | | 0110 665F000 50.000 EACH| 7.08000 354.00| 7.80000 390.00| Hay Bales | | | 0120 665J002 250.000 LF | 2.33000 582.50| 2.56000 640.00| Silt Fence | | | 0130 665O001 250.000 LF | 0.10000 25.00| 0.11000 27.50| Silt Fence Removal | | | 0140 698A000 LUMP| 33000.00000 33000.00| 20000.00000 20000.00| Construction Fuel (Maximum Bid Limited | | | to $ 66,000.00) | | | 0150 701A231 11.000 MILE| 2043.48000 22478.28| 2117.87000 23296.57| Solid White, Class 2, Type A Traffic | | | Stripe | | | 0160 701A235 8.000 MILE| 2043.48000 16347.84| 2117.87000 16942.96| Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0170 701A245 3.000 MILE| 1290.62000 3871.86| 1337.60000 4012.80| Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0180 701C000 6.000 MILE| 510.87000 3065.22| 529.47000 3176.82| Broken Temporary Traffic Stripe | | | 0190 701C001 16.000 MILE| 527.00000 8432.00| 546.19000 8739.04| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130726022 COUNTIES : HENRY LETTING DATE : 07/26/13 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( ) |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 703A002 460.000 SQFT| 4.30000 1978.00| 4.46000 2051.60| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703D001 460.000 SQFT| 2.15000 989.00| 2.23000 1025.80| Temporary Traffic Control Markings | | | 0220 705A032 198.000 EACH| 3.23000 639.54| 3.34000 661.32| Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 504.000 EACH| 3.23000 1627.92| 3.34000 1683.36| Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 249.000 SQFT| 6.99000 1740.51| 7.25000 1805.25| Construction Signs | | | 0250 740O000 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| Pilot Car | | | SECTION TOTALS | $ 1,327,473.03| $ 1,471,523.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,327,473.03| $ 1,471,523.09| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 CONTRACT TIME : 240 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-0069(502) for constructing the Bridge Replacements (Grade, Drain, Base, and Pave) on SR-69 over Jackson Creek. Length 0.667 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 4,128,770.72 100.0000% 2 13125 MCINNIS CONSTRUCTION, LLC $ 4,302,099.60 104.1981% 3 13021 MURPHREE BRIDGE CORPORATION $ 4,350,886.60 105.3797% 4 14008 NEWELL & BUSH, INC. $ 4,611,961.04 111.7030% 5 19007 SCOTT BRIDGE COMPANY, INC. $ 4,936,682.65 119.5679% 6 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 4,982,055.43 120.6668% 7 23034 T.L. WALLACE CONSTRUCTION, INC. $ 5,066,537.25 122.7130% 8 20041 TANNER, INC. $ 5,256,725.74 127.3194% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 52000.00000 52000.00| 44000.00000 44000.00| 52000.00000 52000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approx. 13 Acres) | | | | | | 0020 206A000 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| 55400.00000 55400.00 Removal Of Old Bridge, Station 379+00.0 | | | 0030 206A001 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 21400.00000 21400.00 Removal Of Old Bridge, Station 391+03.0 | | | 0040 206C010 140.000 SQYD| 10.28000 1439.20| 10.00000 1400.00| 10.00000 1400.00 Removing Concrete Driveway | | | 0050 210A000 35398.000 CUYD| 3.60000 127432.80| 4.00000 141592.00| 3.50000 123893.00 Unclassified Excavation | | | 0060 210D011 73857.000 CUYD| 5.91000 436494.87| 5.20000 384056.40| 5.75000 424677.75 Borrow Excavation (A-4 Or Better) | | | 0070 210E001 8009.000 CUYD| 9.26000 74163.34| 60.00000 480540.00| 9.00000 72081.00 Borrow Excavation (Underwater | | | Embankment) | | | 0080 210F002 3124.000 TON | 50.39000 157418.36| 36.35000 113557.40| 49.00000 153076.00 Borrow Excavation (Underwater Backfill) | | | (ALDOT #57) | | | 0090 215A000 340.000 CUYD| 30.00000 10200.00| 25.00000 8500.00| 52.50000 17850.00 Unclassified Bridge Excavation | | | 0100 215B000 LUMP| 40000.00000 40000.00| 140000.00000 140000.00| 100300.00000 100300.00 Cofferdams Or Sheeting And Shoring, | | | Station 123+25 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 301A025 10843.000 SQYD| 15.43000 167307.49| 13.85000 150175.55| 15.00000 162645.00 Crushed Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0120 401A000 11134.000 SQYD| 0.87000 9686.58| 0.86000 9575.24| 0.80000 8907.20 Bituminous Treatment A | | | 0130 405A000 1500.000 GAL | 3.72000 5580.00| 3.64000 5460.00| 3.40000 5100.00 Tack Coat | | | 0140 407B000 1.000 MILE| 185.89000 185.89| 181.82000 181.82| 170.00000 170.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0150 408A054 1000.000 SQYD| 1.64000 1640.00| 1.60000 1600.00| 1.50000 1500.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0160 410H000 1.000 EACH| 7654.09000 7654.09| 7486.63000 7486.63| 7000.00000 7000.00 Material Remixing Device | | | 0170 424A340 800.000 TON | 76.54000 61232.00| 74.87000 59896.00| 70.00000 56000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0180 424A346 300.000 TON | 76.54000 22962.00| 74.87000 22461.00| 70.00000 21000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0190 424B635 977.000 TON | 65.06000 63563.62| 63.64000 62176.28| 59.50000 58131.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 424B636 125.000 TON | 43.63000 5453.75| 42.67000 5333.75| 39.90000 4987.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0210 424B640 50.000 TON | 109.34000 5467.00| 150.00000 7500.00| 150.00000 7500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0220 424B672 20.000 TON | 76.54000 1530.80| 74.87000 1497.40| 70.00000 1400.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0230 424B674 2685.000 TON | 54.67000 146788.95| 53.48000 143593.80| 50.00000 134250.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0240 424C340 1520.000 TON | 63.42000 96398.40| 62.03000 94285.60| 58.00000 88160.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0250 428C000 6034.000 LF | 0.57000 3439.38| 0.07000 422.38| 0.06000 362.04 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 430B043 468.000 TON | 61.71000 28880.28| 40.50000 18954.00| 60.00000 28080.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0270 450B000 214.000 SQYD| 75.00000 16050.00| 95.00000 20330.00| 100.00000 21400.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A000 56800.000 LB | 0.75000 42600.00| 1.00000 56800.00| 1.00000 56800.00 Steel Reinforcement | | | 0290 502B000 LUMP| 90000.00000 90000.00| 116300.00000 116300.00| 116300.00000 116300.00 Steel Reinforcement For Bridge | | | Superstructure, Station 123+25, Approximately 116300 Lbs | | | | | | 0300 502B001 LUMP| 40000.00000 40000.00| 43000.00000 43000.00| 43000.00000 43000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 135+65, Approximately 43000 Lbs | | | | | | 0310 503A000 29.000 CUYD| 600.00000 17400.00| 150.00000 4350.00| 120.00000 3480.00 Seal Concrete | | | 0320 505A002 2.000 EACH| 2500.00000 5000.00| 2000.00000 4000.00| 3655.00000 7310.00 Steel Test Piles (HP 12x53) | | | 0330 505A004 1.000 EACH| 2750.00000 2750.00| 3500.00000 3500.00| 4950.00000 4950.00 Steel Test Piles (HP 14x73) | | | 0340 505A005 1.000 EACH| 3250.00000 3250.00| 3500.00000 3500.00| 4885.00000 4885.00 Steel Test Piles (HP 14x89) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -6 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 505B057 2.000 EACH| 4000.00000 8000.00| 2500.00000 5000.00| 2000.00000 4000.00 Static Loading Tests (HP 12x53) | | | 0360 505B059 1.000 EACH| 4000.00000 4000.00| 2500.00000 2500.00| 2000.00000 2000.00 Static Loading Tests (HP 14x73) | | | 0370 505B060 1.000 EACH| 4000.00000 4000.00| 2500.00000 2500.00| 2000.00000 2000.00 Static Loading Tests (HP 14x89) | | | 0380 505B087 2.000 EACH| 500.00000 1000.00| 1500.00000 3000.00| 1000.00000 2000.00 Dynamic Loading Tests (HP 12x53) | | | 0390 505B089 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 1000.00000 1000.00 Dynamic Loading Tests (HP 14x73) | | | 0400 505B090 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 1000.00000 1000.00 Dynamic Loading Tests (HP 14x89) | | | 0410 505M002 2410.000 LF | 45.00000 108450.00| 42.00000 101220.00| 44.00000 106040.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0420 505M004 1660.000 LF | 55.00000 91300.00| 55.00000 91300.00| 64.00000 106240.00 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0430 505M012 580.000 LF | 62.50000 36250.00| 59.50000 34510.00| 58.00000 33640.00 Steel Piling Furnished And Driven (HP | | | 14 x 89) | | | 0440 508A000 14800.000 LB | 5.00000 74000.00| 4.50000 66600.00| 4.50000 66600.00 Structural Steel | | | 0450 510A000 391.000 CUYD| 500.00000 195500.00| 550.00000 215050.00| 700.00000 273700.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -7 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 510C051 LUMP| 375000.00000 375000.00| 260775.00000 260775.00| 356850.00000 356850.00 Bridge Concrete Superstructure, Station | | | 123+25, Approximately 549 Cu Yd | | | 0470 510C052 LUMP| 120000.00000 120000.00| 76950.00000 76950.00| 105300.00000 105300.00 Bridge Concrete Superstructure, Station | | | 135+65, Approximately 162 Cu Yd | | | 0480 510E000 2040.000 SQYD| 2.50000 5100.00| 2.50000 5100.00| 2.00000 4080.00 Grooving Concrete Bridge Decks | | | 0490 511A050 36.000 EACH| 150.00000 5400.00| 100.00000 3600.00| 100.00000 3600.00 Elastomeric Bearing Type 2 (Mark B1) | | | 0500 511A053 36.000 EACH| 300.00000 10800.00| 225.00000 8100.00| 225.00000 8100.00 Elastomeric Bearing Type 2 (Mark B4) | | | 0510 513B003 785.000 LF | 90.00000 70650.00| 75.00000 58875.00| 90.00000 70650.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0520 513B017 2223.000 LF | 200.00000 444600.00| 175.00000 389025.00| 175.00000 389025.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0530 535A085 235.000 LF | 36.05000 8471.75| 42.00000 9870.00| 40.00000 9400.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0540 600A000 LUMP| 210948.33000 210948.33| 254372.18000 254372.18| 365245.03000 365245.03 Mobilization | | | 0550 602A000 20.000 EACH| 154.27000 3085.40| 300.00000 6000.00| 150.00000 3000.00 Right Of Way Markers | | | 0560 606A000 500.000 LF | 16.46000 8230.00| 8.50000 4250.00| 16.00000 8000.00 6" Underdrain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -8 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 610C001 3265.000 TON | 56.56000 184668.40| 50.10000 163576.50| 55.00000 179575.00 Loose Riprap, Class 2 | | | 0580 610D003 1634.000 SQYD| 2.57000 4199.38| 1.95000 3186.30| 2.50000 4085.00 Filter Blanket, Geotextile | | | 0590 619A102 6.000 EACH| 601.39000 3608.34| 850.00000 5100.00| 500.00000 3000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0600 630A001 1065.000 LF | 20.57000 21907.05| 20.00000 21300.00| 20.00000 21300.00 Steel Beam Guardrail, Class A, Type 2 | | | 0610 630C003 8.000 EACH| 1542.66000 12341.28| 1500.00000 12000.00| 1500.00000 12000.00 Guardrail End Anchor, Type 13 | | | 0620 630C050 8.000 EACH| 2108.30000 16866.40| 2050.00000 16400.00| 2050.00000 16400.00 Guardrail End Anchor, Type 20 Series | | | 0630 641A512 300.000 LF | 20.57000 6171.00| 20.00000 6000.00| 20.00000 6000.00 3/4 Inch Copper Water Service Line Laid | | | 0640 641A746 2275.000 LF | 15.43000 35103.25| 15.00000 34125.00| 15.00000 34125.00 6 Inch P.V.C. Water Main Laid | | | 0650 641C500 200.000 LB | 8.23000 1646.00| 8.00000 1600.00| 8.00000 1600.00 Ductile Iron Fittings | | | 0660 641D500 1.000 EACH| 3599.54000 3599.54| 3500.00000 3500.00| 3500.00000 3500.00 Fire Hydrant | | | 0670 641J516 2.000 EACH| 1028.44000 2056.88| 1000.00000 2000.00| 1000.00000 2000.00 6 Inch Gate Valve With Box | | | 0680 641L500 1.000 CUYD| 617.06000 617.06| 600.00000 600.00| 600.00000 600.00 Concrete for Water Mains (Thrust Blocks | | | 0690 641P515 2.000 EACH| 617.06000 1234.12| 600.00000 1200.00| 600.00000 1200.00 3/4 Inch Service Tap | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -9 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 650A000 4950.000 CUYD| 7.71000 38164.50| 5.75000 28462.50| 7.50000 37125.00 Topsoil | | | 0710 652A100 8.000 ACRE| 719.91000 5759.28| 1600.00000 12800.00| 800.00000 6400.00 Seeding | | | 0720 652C000 8.000 ACRE| 128.56000 1028.48| 50.00000 400.00| 125.00000 1000.00 Mowing | | | 0730 654A000 250.000 SQYD| 10.28000 2570.00| 6.00000 1500.00| 6.00000 1500.00 Solid Sodding | | | 0740 656A010 8.000 ACRE| 719.91000 5759.28| 700.00000 5600.00| 300.00000 2400.00 Mulching | | | 0750 659C002 4500.000 SQYD| 1.54000 6930.00| 2.20000 9900.00| 1.15000 5175.00 Erosion Control Product, Type S2 | | | 0760 659C008 1852.000 SQYD| 4.37000 8093.24| 3.00000 5556.00| 5.00000 9260.00 Erosion Control Product, Type C10 | | | 0770 665A000 8.000 ACRE| 205.69000 1645.52| 800.00000 6400.00| 200.00000 1600.00 Temporary Seeding | | | 0780 665B001 24.000 TON | 308.53000 7404.72| 400.00000 9600.00| 500.00000 12000.00 Temporary Mulching | | | 0790 665E000 1200.000 SQYD| 1.29000 1548.00| 1.00000 1200.00| 1.00000 1200.00 Polyethylene | | | 0800 665F000 500.000 EACH| 8.23000 4115.00| 10.00000 5000.00| 9.00000 4500.00 Hay Bales | | | 0810 665G000 400.000 EACH| 6.17000 2468.00| 6.00000 2400.00| 4.00000 1600.00 Sand Bags | | | 0820 665I000 200.000 TON | 71.99000 14398.00| 70.00000 14000.00| 70.00000 14000.00 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -10 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 665J002 6000.000 LF | 4.11000 24660.00| 3.00000 18000.00| 2.15000 12900.00 Silt Fence | | | 0840 665L000 200.000 LF | 15.00000 3000.00| 13.00000 2600.00| 12.00000 2400.00 Floating Basin Boom | | | 0850 665N000 150.000 TON | 66.85000 10027.50| 43.50000 6525.00| 65.00000 9750.00 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0860 665O001 6000.000 LF | 1.54000 9240.00| 0.50000 3000.00| 0.50000 3000.00 Silt Fence Removal | | | 0870 665Q002 1500.000 LF | 6.68000 10020.00| 4.00000 6000.00| 4.00000 6000.00 Wattle | | | 0880 666A001 8.000 ACRE| 20.00000 160.00| 40.00000 320.00| 0.01000 0.08 Pest Control Treatment | | | 0890 680A001 LUMP| 54507.35000 54507.35| 41000.00000 41000.00| 56800.00000 56800.00 Geometric Controls | | | 0900 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 47200.00000 47200.00 Construction Fuel (Maximum Bid Limited | | | to $ 247,000.00) | | | 0910 701A227 2.000 MILE| 2181.42000 4362.84| 2606.38000 5212.76| 1995.00000 3990.00 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0920 701A230 2.000 MILE| 2181.42000 4362.84| 2606.38000 5212.76| 1995.00000 3990.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0930 701C003 7.000 MILE| 410.04000 2870.28| 691.49000 4840.43| 375.00000 2625.00 Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -11 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 701D008 1.000 MILE| 1640.16000 1640.16| 2127.66000 2127.66| 1500.00000 1500.00 Solid Traffic Stripe Removed (Plastic) | | | 0950 701G146 1020.000 LF | 5.47000 5579.40| 3.72000 3794.40| 5.00000 5100.00 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0960 701G154 1020.000 LF | 5.47000 5579.40| 3.72000 3794.40| 5.00000 5100.00 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0970 705A011 210.000 EACH| 2.73000 573.30| 5.32000 1117.20| 2.50000 525.00 Pavement Markers, Class C, Type 1-A | | | 0980 705A023 55.000 EACH| 2.73000 150.15| 5.32000 292.60| 2.50000 137.50 Pavement Markers, Class C, Type 2-D | | | 0990 705A037 170.000 EACH| 2.73000 464.10| 5.32000 904.40| 2.50000 425.00 Pavement Markers, Class A-H, Type 2-D | | | 1000 740B000 562.000 SQFT| 7.48000 4203.76| 7.18000 4035.16| 6.00000 3372.00 Construction Signs | | | 1010 740D000 300.000 EACH| 37.40000 11220.00| 45.96000 13788.00| 30.00000 9000.00 Channelizing Drums | | | 1020 740E000 50.000 EACH| 16.21000 810.50| 11.17000 558.50| 15.00000 750.00 Cones (36 Inches High) | | | 1030 740F002 16.000 EACH| 199.48000 3191.68| 89.36000 1429.76| 160.00000 2560.00 Barricades, Type III | | | 1040 740I002 6.000 EACH| 374.02000 2244.12| 114.89000 689.34| 300.00000 1800.00 Warning Lights, Type B | | | 1050 740M001 50.000 EACH| 11.22000 561.00| 5.05000 252.50| 7.50000 375.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -12 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 13125 |( 3 ) 13021 |ALABAMA BRIDGE BUILDERS, IN |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 740O000 1.000 EACH| 109.34000 109.34| 5000.00000 5000.00| 1000.00000 1000.00 Pilot Car | | | 1070 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 | $ 4,128,770.72| $ 4,302,099.60| $ 4,350,886.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,128,770.72| $ 4,302,099.60| $ 4,350,886.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -13 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 52000.00000 52000.00| 52000.00000 52000.00| 16000.00000 16000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approx. 13 Acres) | | | | | | 0020 206A000 LUMP| 40000.00000 40000.00| 55459.40000 55459.40| 21600.00000 21600.00 Removal Of Old Bridge, Station 379+00.0 | | | 0030 206A001 LUMP| 35000.00000 35000.00| 63327.98000 63327.98| 21600.00000 21600.00 Removal Of Old Bridge, Station 391+03.0 | | | 0040 206C010 140.000 SQYD| 8.80000 1232.00| 9.90000 1386.00| 8.26000 1156.40 Removing Concrete Driveway | | | 0050 210A000 35398.000 CUYD| 5.35000 189379.30| 3.46000 122477.08| 4.34000 153627.32 Unclassified Excavation | | | 0060 210D011 73857.000 CUYD| 6.80000 502227.60| 5.69000 420246.33| 7.03000 519214.71 Borrow Excavation (A-4 Or Better) | | | 0070 210E001 8009.000 CUYD| 68.50000 548616.50| 8.90000 71280.10| 78.70000 630308.30 Borrow Excavation (Underwater | | | Embankment) | | | 0080 210F002 3124.000 TON | 24.50000 76538.00| 48.50000 151514.00| 44.45000 138861.80 Borrow Excavation (Underwater Backfill) | | | (ALDOT #57) | | | 0090 215A000 340.000 CUYD| 25.00000 8500.00| 59.96000 20386.40| 27.00000 9180.00 Unclassified Bridge Excavation | | | 0100 215B000 LUMP| 60000.00000 60000.00| 65495.64000 65495.64| 151200.00000 151200.00 Cofferdams Or Sheeting And Shoring, | | | Station 123+25 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -14 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 301A025 10843.000 SQYD| 14.50000 157223.50| 14.85000 161018.55| 16.99000 184222.57 Crushed Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0120 401A000 11134.000 SQYD| 0.90000 10020.60| 0.95000 10577.30| 0.95000 10577.30 Bituminous Treatment A | | | 0130 405A000 1500.000 GAL | 3.50000 5250.00| 3.59000 5385.00| 4.29000 6435.00 Tack Coat | | | 0140 407B000 1.000 MILE| 200.00000 200.00| 199.20000 199.20| 168.90000 168.90 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0150 408A054 1000.000 SQYD| 1.50000 1500.00| 3.39000 3390.00| 3.21000 3210.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0160 410H000 1.000 EACH| 7500.00000 7500.00| 11952.44000 11952.44| 16192.16000 16192.16 Material Remixing Device | | | 0170 424A340 800.000 TON | 70.00000 56000.00| 74.70000 59760.00| 82.23000 65784.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0180 424A346 300.000 TON | 70.00000 21000.00| 77.69000 23307.00| 82.23000 24669.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0190 424B635 977.000 TON | 60.00000 58620.00| 68.72000 67139.44| 77.76000 75971.52 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -15 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 424B636 125.000 TON | 40.00000 5000.00| 72.71000 9088.75| 71.33000 8916.25 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0210 424B640 50.000 TON | 55.00000 2750.00| 47.81000 2390.50| 104.48000 5224.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0220 424B672 20.000 TON | 70.00000 1400.00| 119.52000 2390.40| 98.81000 1976.20 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0230 424B674 2685.000 TON | 50.00000 134250.00| 62.25000 167141.25| 71.33000 191521.05 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0240 424C340 1520.000 TON | 58.00000 88160.00| 62.25000 94620.00| 71.33000 108421.60 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0250 428C000 6034.000 LF | 0.56000 3379.04| 0.75000 4525.50| 0.06000 362.04 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -16 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 430B043 468.000 TON | 48.50000 22698.00| 59.40000 27799.20| 50.19000 23488.92 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0270 450B000 214.000 SQYD| 97.00000 20758.00| 117.08000 25055.12| 102.60000 21956.40 Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A000 56800.000 LB | 0.95000 53960.00| 0.93000 52824.00| 1.08000 61344.00 Steel Reinforcement | | | 0290 502B000 LUMP| 95000.00000 95000.00| 112536.69000 112536.69| 125604.00000 125604.00 Steel Reinforcement For Bridge | | | Superstructure, Station 123+25, Approximately 116300 Lbs | | | | | | 0300 502B001 LUMP| 40000.00000 40000.00| 41608.58000 41608.58| 46440.00000 46440.00 Steel Reinforcement For Bridge | | | Superstructure, Station 135+65, Approximately 43000 Lbs | | | | | | 0310 503A000 29.000 CUYD| 150.00000 4350.00| 472.31000 13696.99| 162.00000 4698.00 Seal Concrete | | | 0320 505A002 2.000 EACH| 3500.00000 7000.00| 2586.50000 5173.00| 2160.00000 4320.00 Steel Test Piles (HP 12x53) | | | 0330 505A004 1.000 EACH| 3000.00000 3000.00| 3270.61000 3270.61| 3780.00000 3780.00 Steel Test Piles (HP 14x73) | | | 0340 505A005 1.000 EACH| 3000.00000 3000.00| 3817.03000 3817.03| 3780.00000 3780.00 Steel Test Piles (HP 14x89) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -17 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 505B057 2.000 EACH| 2000.00000 4000.00| 4544.19000 9088.38| 2700.00000 5400.00 Static Loading Tests (HP 12x53) | | | 0360 505B059 1.000 EACH| 2000.00000 2000.00| 6005.09000 6005.09| 2700.00000 2700.00 Static Loading Tests (HP 14x73) | | | 0370 505B060 1.000 EACH| 2000.00000 2000.00| 6005.09000 6005.09| 2700.00000 2700.00 Static Loading Tests (HP 14x89) | | | 0380 505B087 2.000 EACH| 1500.00000 3000.00| 2338.62000 4677.24| 1620.00000 3240.00 Dynamic Loading Tests (HP 12x53) | | | 0390 505B089 1.000 EACH| 1500.00000 1500.00| 2338.62000 2338.62| 1620.00000 1620.00 Dynamic Loading Tests (HP 14x73) | | | 0400 505B090 1.000 EACH| 1500.00000 1500.00| 2338.62000 2338.62| 1620.00000 1620.00 Dynamic Loading Tests (HP 14x89) | | | 0410 505M002 2410.000 LF | 42.00000 101220.00| 51.97000 125247.70| 45.36000 109317.60 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0420 505M004 1660.000 LF | 54.00000 89640.00| 66.53000 110439.80| 59.40000 98604.00 Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0430 505M012 580.000 LF | 60.00000 34800.00| 78.10000 45298.00| 64.26000 37270.80 Steel Piling Furnished And Driven (HP | | | 14 x 89) | | | 0440 508A000 14800.000 LB | 2.50000 37000.00| 3.39000 50172.00| 4.86000 71928.00 Structural Steel | | | 0450 510A000 391.000 CUYD| 385.00000 150535.00| 737.93000 288530.63| 594.00000 232254.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -18 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 510C051 LUMP| 260000.00000 260000.00| 432293.88000 432293.88| 281637.00000 281637.00 Bridge Concrete Superstructure, Station | | | 123+25, Approximately 549 Cu Yd | | | 0470 510C052 LUMP| 112000.00000 112000.00| 155529.05000 155529.05| 83106.00000 83106.00 Bridge Concrete Superstructure, Station | | | 135+65, Approximately 162 Cu Yd | | | 0480 510E000 2040.000 SQYD| 2.50000 5100.00| 3.28000 6691.20| 2.70000 5508.00 Grooving Concrete Bridge Decks | | | 0490 511A050 36.000 EACH| 260.00000 9360.00| 159.28000 5734.08| 108.00000 3888.00 Elastomeric Bearing Type 2 (Mark B1) | | | 0500 511A053 36.000 EACH| 125.00000 4500.00| 279.25000 10053.00| 243.00000 8748.00 Elastomeric Bearing Type 2 (Mark B4) | | | 0510 513B003 785.000 LF | 85.00000 66725.00| 94.47000 74158.95| 81.00000 63585.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0520 513B017 2223.000 LF | 176.00000 391248.00| 183.62000 408187.26| 189.00000 420147.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0530 535A085 235.000 LF | 62.00000 14570.00| 49.50000 11632.50| 40.50000 9517.50 24" Side Drain Pipe (Class 3 R.C.) | | | 0540 600A000 LUMP| 285000.00000 285000.00| 592363.48000 592363.48| 320000.00000 320000.00 Mobilization | | | 0550 602A000 20.000 EACH| 280.00000 5600.00| 148.50000 2970.00| 309.10000 6182.00 Right Of Way Markers | | | 0560 606A000 500.000 LF | 28.00000 14000.00| 15.84000 7920.00| 14.70000 7350.00 6" Underdrain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -19 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 610C001 3265.000 TON | 48.00000 156720.00| 54.45000 177779.25| 49.03000 160082.95 Loose Riprap, Class 2 | | | 0580 610D003 1634.000 SQYD| 5.50000 8987.00| 2.47000 4035.98| 3.31000 5408.54 Filter Blanket, Geotextile | | | 0590 619A102 6.000 EACH| 800.00000 4800.00| 894.71000 5368.26| 941.90000 5651.40 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0600 630A001 1065.000 LF | 20.00000 21300.00| 18.52000 19723.80| 20.52000 21853.80 Steel Beam Guardrail, Class A, Type 2 | | | 0610 630C003 8.000 EACH| 2050.00000 16400.00| 1763.11000 14104.88| 1539.00000 12312.00 Guardrail End Anchor, Type 13 | | | 0620 630C050 8.000 EACH| 1500.00000 12000.00| 1921.00000 15368.00| 2103.30000 16826.40 Guardrail End Anchor, Type 20 Series | | | 0630 641A512 300.000 LF | 9.50000 2850.00| 21.05000 6315.00| 14.28000 4284.00 3/4 Inch Copper Water Service Line Laid | | | 0640 641A746 2275.000 LF | 11.00000 25025.00| 15.79000 35922.25| 18.88000 42952.00 6 Inch P.V.C. Water Main Laid | | | 0650 641C500 200.000 LB | 6.75000 1350.00| 8.42000 1684.00| 8.88000 1776.00 Ductile Iron Fittings | | | 0660 641D500 1.000 EACH| 2500.00000 2500.00| 3684.10000 3684.10| 2737.81000 2737.81 Fire Hydrant | | | 0670 641J516 2.000 EACH| 650.00000 1300.00| 1052.60000 2105.20| 935.75000 1871.50 6 Inch Gate Valve With Box | | | 0680 641L500 1.000 CUYD| 200.00000 200.00| 631.56000 631.56| 508.03000 508.03 Concrete for Water Mains (Thrust Blocks | | | 0690 641P515 2.000 EACH| 275.00000 550.00| 631.56000 1263.12| 328.17000 656.34 3/4 Inch Service Tap | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -20 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 650A000 4950.000 CUYD| 8.00000 39600.00| 7.42000 36729.00| 9.65000 47767.50 Topsoil | | | 0710 652A100 8.000 ACRE| 1100.00000 8800.00| 736.82000 5894.56| 1489.24000 11913.92 Seeding | | | 0720 652C000 8.000 ACRE| 275.00000 2200.00| 131.58000 1052.64| 173.54000 1388.32 Mowing | | | 0730 654A000 250.000 SQYD| 10.00000 2500.00| 10.53000 2632.50| 6.90000 1725.00 Solid Sodding | | | 0740 656A010 8.000 ACRE| 1000.00000 8000.00| 736.82000 5894.56| 892.46000 7139.68 Mulching | | | 0750 659C002 4500.000 SQYD| 2.00000 9000.00| 1.58000 7110.00| 0.99000 4455.00 Erosion Control Product, Type S2 | | | 0760 659C008 1852.000 SQYD| 2.00000 3704.00| 4.47000 8278.44| 4.17000 7722.84 Erosion Control Product, Type C10 | | | 0770 665A000 8.000 ACRE| 300.00000 2400.00| 210.52000 1684.16| 1215.41000 9723.28 Temporary Seeding | | | 0780 665B001 24.000 TON | 300.00000 7200.00| 315.78000 7578.72| 347.78000 8346.72 Temporary Mulching | | | 0790 665E000 1200.000 SQYD| 1.00000 1200.00| 1.32000 1584.00| 1.34000 1608.00 Polyethylene | | | 0800 665F000 500.000 EACH| 10.00000 5000.00| 8.42000 4210.00| 11.98000 5990.00 Hay Bales | | | 0810 665G000 400.000 EACH| 6.00000 2400.00| 6.32000 2528.00| 7.12000 2848.00 Sand Bags | | | 0820 665I000 200.000 TON | 60.00000 12000.00| 69.30000 13860.00| 55.14000 11028.00 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -21 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 665J002 6000.000 LF | 5.00000 30000.00| 4.21000 25260.00| 3.35000 20100.00 Silt Fence | | | 0840 665L000 200.000 LF | 15.50000 3100.00| 15.85000 3170.00| 15.15000 3030.00 Floating Basin Boom | | | 0850 665N000 150.000 TON | 48.25000 7237.50| 64.35000 9652.50| 53.85000 8077.50 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0860 665O001 6000.000 LF | 1.10000 6600.00| 1.58000 9480.00| 0.88000 5280.00 Silt Fence Removal | | | 0870 665Q002 1500.000 LF | 6.50000 9750.00| 6.84000 10260.00| 6.78000 10170.00 Wattle | | | 0880 666A001 8.000 ACRE| 2.00000 16.00| 26.32000 210.56| 34.23000 273.84 Pest Control Treatment | | | 0890 680A001 LUMP| 35000.00000 35000.00| 149510.98000 149510.98| 58450.00000 58450.00 Geometric Controls | | | 0900 698A000 LUMP| 195000.00000 195000.00| 0.00000 0.00| 5385.00000 5385.00 Construction Fuel (Maximum Bid Limited | | | to $ 247,000.00) | | | 0910 701A227 2.000 MILE| 2450.00000 4900.00| 2099.94000 4199.88| 2154.60000 4309.20 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0920 701A230 2.000 MILE| 2450.00000 4900.00| 2099.94000 4199.88| 2154.60000 4309.20 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0930 701C003 7.000 MILE| 650.00000 4550.00| 394.73000 2763.11| 405.00000 2835.00 Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -22 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 701D008 1.000 MILE| 2000.00000 2000.00| 1578.90000 1578.90| 1620.00000 1620.00 Solid Traffic Stripe Removed (Plastic) | | | 0950 701G146 1020.000 LF | 3.50000 3570.00| 5.26000 5365.20| 5.40000 5508.00 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0960 701G154 1020.000 LF | 3.50000 3570.00| 5.26000 5365.20| 5.40000 5508.00 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0970 705A011 210.000 EACH| 5.00000 1050.00| 2.63000 552.30| 2.70000 567.00 Pavement Markers, Class C, Type 1-A | | | 0980 705A023 55.000 EACH| 5.00000 275.00| 2.63000 144.65| 2.70000 148.50 Pavement Markers, Class C, Type 2-D | | | 0990 705A037 170.000 EACH| 5.00000 850.00| 2.63000 447.10| 2.70000 459.00 Pavement Markers, Class A-H, Type 2-D | | | 1000 740B000 562.000 SQFT| 10.00000 5620.00| 7.11000 3995.82| 7.56000 4248.72 Construction Signs | | | 1010 740D000 300.000 EACH| 50.00000 15000.00| 45.47000 13641.00| 0.01000 3.00 Channelizing Drums | | | 1020 740E000 50.000 EACH| 17.00000 850.00| 11.05000 552.50| 0.01000 0.50 Cones (36 Inches High) | | | 1030 740F002 16.000 EACH| 250.00000 4000.00| 88.42000 1414.72| 97.61000 1561.76 Barricades, Type III | | | 1040 740I002 6.000 EACH| 300.00000 1800.00| 113.68000 682.08| 267.38000 1604.28 Warning Lights, Type B | | | 1050 740M001 50.000 EACH| 9.00000 450.00| 5.00000 250.00| 0.01000 0.50 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -23 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 14008 |( 5 ) 19007 |( 6 ) 23056 |NEWELL & BUSH, INC. |SCOTT BRIDGE COMPANY, INC. |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 740O000 1.000 EACH| 2500.00000 2500.00| 6474.24000 6474.24| 1319.06000 1319.06 Pilot Car | | | 1070 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 | $ 4,611,961.04| $ 4,936,682.65| $ 4,982,055.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,611,961.04| $ 4,936,682.65| $ 4,982,055.43 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -24 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |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| 50000.00000 50000.00| 40000.00000 40000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approx. 13 Acres) | | | | | | 0020 206A000 LUMP| 80000.00000 80000.00| 65000.00000 65000.00| Removal Of Old Bridge, Station 379+00.0 | | | 0030 206A001 LUMP| 33000.00000 33000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 391+03.0 | | | 0040 206C010 140.000 SQYD| 10.55000 1477.00| 10.00000 1400.00| Removing Concrete Driveway | | | 0050 210A000 35398.000 CUYD| 4.60000 162830.80| 4.40000 155751.20| Unclassified Excavation | | | 0060 210D011 73857.000 CUYD| 5.75000 424677.75| 5.50000 406213.50| Borrow Excavation (A-4 Or Better) | | | 0070 210E001 8009.000 CUYD| 65.00000 520585.00| 61.71000 494235.39| Borrow Excavation (Underwater | | | Embankment) | | | 0080 210F002 3124.000 TON | 43.65000 136362.60| 44.60000 139330.40| Borrow Excavation (Underwater Backfill) | | | (ALDOT #57) | | | 0090 215A000 340.000 CUYD| 22.25000 7565.00| 12.00000 4080.00| Unclassified Bridge Excavation | | | 0100 215B000 LUMP| 79000.00000 79000.00| 350000.00000 350000.00| Cofferdams Or Sheeting And Shoring, | | | Station 123+25 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -25 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 301A025 10843.000 SQYD| 15.75000 170777.25| 15.00000 162645.00| Crushed Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0120 401A000 11134.000 SQYD| 1.00000 11134.00| 0.95000 10577.30| Bituminous Treatment A | | | 0130 405A000 1500.000 GAL | 3.80000 5700.00| 3.60000 5400.00| Tack Coat | | | 0140 407B000 1.000 MILE| 211.00000 211.00| 200.00000 200.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0150 408A054 1000.000 SQYD| 3.60000 3600.00| 3.40000 3400.00| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0160 410H000 1.000 EACH| 13000.00000 13000.00| 1200.00000 1200.00| Material Remixing Device | | | 0170 424A340 800.000 TON | 78.95000 63160.00| 75.00000 60000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0180 424A346 300.000 TON | 82.10000 24630.00| 78.00000 23400.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0190 424B635 977.000 TON | 72.65000 70979.05| 69.00000 67413.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -26 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 424B636 125.000 TON | 76.85000 9606.25| 73.00000 9125.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0210 424B640 50.000 TON | 50.50000 2525.00| 48.00000 2400.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0220 424B672 20.000 TON | 126.00000 2520.00| 120.00000 2400.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0230 424B674 2685.000 TON | 65.80000 176673.00| 62.50000 167812.50| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0240 424C340 1520.000 TON | 65.80000 100016.00| 62.50000 95000.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0250 428C000 6034.000 LF | 0.60000 3620.40| 0.60000 3620.40| Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -27 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 430B043 468.000 TON | 41.55000 19445.40| 42.25000 19773.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0270 450B000 214.000 SQYD| 195.00000 41730.00| 115.00000 24610.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A000 56800.000 LB | 0.75000 42600.00| 0.90000 51120.00| Steel Reinforcement | | | 0290 502B000 LUMP| 89000.00000 89000.00| 108000.00000 108000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 123+25, Approximately 116300 Lbs | | | | | | 0300 502B001 LUMP| 33000.00000 33000.00| 40000.00000 40000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 135+65, Approximately 43000 Lbs | | | | | | 0310 503A000 29.000 CUYD| 406.00000 11774.00| 556.52000 16139.08| Seal Concrete | | | 0320 505A002 2.000 EACH| 5170.00000 10340.00| 9000.00000 18000.00| Steel Test Piles (HP 12x53) | | | 0330 505A004 1.000 EACH| 7680.00000 7680.00| 9000.00000 9000.00| Steel Test Piles (HP 14x73) | | | 0340 505A005 1.000 EACH| 8350.00000 8350.00| 9000.00000 9000.00| Steel Test Piles (HP 14x89) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -28 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 505B057 2.000 EACH| 5380.00000 10760.00| 10000.00000 20000.00| Static Loading Tests (HP 12x53) | | | 0360 505B059 1.000 EACH| 7010.00000 7010.00| 10000.00000 10000.00| Static Loading Tests (HP 14x73) | | | 0370 505B060 1.000 EACH| 7010.00000 7010.00| 10000.00000 10000.00| Static Loading Tests (HP 14x89) | | | 0380 505B087 2.000 EACH| 1580.00000 3160.00| 5000.00000 10000.00| Dynamic Loading Tests (HP 12x53) | | | 0390 505B089 1.000 EACH| 1580.00000 1580.00| 5000.00000 5000.00| Dynamic Loading Tests (HP 14x73) | | | 0400 505B090 1.000 EACH| 1580.00000 1580.00| 5000.00000 5000.00| Dynamic Loading Tests (HP 14x89) | | | 0410 505M002 2410.000 LF | 46.25000 111462.50| 42.00000 101220.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0420 505M004 1660.000 LF | 54.40000 90304.00| 51.00000 84660.00| Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0430 505M012 580.000 LF | 69.20000 40136.00| 61.00000 35380.00| Steel Piling Furnished And Driven (HP | | | 14 x 89) | | | 0440 508A000 14800.000 LB | 4.25000 62900.00| 3.50000 51800.00| Structural Steel | | | 0450 510A000 391.000 CUYD| 540.00000 211140.00| 620.00000 242420.00| Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -29 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 510C051 LUMP| 345000.00000 345000.00| 375000.00000 375000.00| Bridge Concrete Superstructure, Station | | | 123+25, Approximately 549 Cu Yd | | | 0470 510C052 LUMP| 145000.00000 145000.00| 175000.00000 175000.00| Bridge Concrete Superstructure, Station | | | 135+65, Approximately 162 Cu Yd | | | 0480 510E000 2040.000 SQYD| 2.10000 4284.00| 2.40000 4896.00| Grooving Concrete Bridge Decks | | | 0490 511A050 36.000 EACH| 77.40000 2786.40| 145.00000 5220.00| Elastomeric Bearing Type 2 (Mark B1) | | | 0500 511A053 36.000 EACH| 169.00000 6084.00| 225.00000 8100.00| Elastomeric Bearing Type 2 (Mark B4) | | | 0510 513B003 785.000 LF | 67.50000 52987.50| 70.00000 54950.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0520 513B017 2223.000 LF | 140.00000 311220.00| 145.00000 322335.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0530 535A085 235.000 LF | 36.85000 8659.75| 35.00000 8225.00| 24" Side Drain Pipe (Class 3 R.C.) | | | 0540 600A000 LUMP| 520000.00000 520000.00| 500000.00000 500000.00| Mobilization | | | 0550 602A000 20.000 EACH| 526.00000 10520.00| 500.00000 10000.00| Right Of Way Markers | | | 0560 606A000 500.000 LF | 16.10000 8050.00| 12.00000 6000.00| 6" Underdrain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -30 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 610C001 3265.000 TON | 48.00000 156720.00| 45.00000 146925.00| Loose Riprap, Class 2 | | | 0580 610D003 1634.000 SQYD| 1.05000 1715.70| 2.25000 3676.50| Filter Blanket, Geotextile | | | 0590 619A102 6.000 EACH| 822.00000 4932.00| 500.00000 3000.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0600 630A001 1065.000 LF | 21.05000 22418.25| 18.00000 19170.00| Steel Beam Guardrail, Class A, Type 2 | | | 0610 630C003 8.000 EACH| 1580.00000 12640.00| 1950.00000 15600.00| Guardrail End Anchor, Type 13 | | | 0620 630C050 8.000 EACH| 2160.00000 17280.00| 2250.00000 18000.00| Guardrail End Anchor, Type 20 Series | | | 0630 641A512 300.000 LF | 17.90000 5370.00| 12.15000 3645.00| 3/4 Inch Copper Water Service Line Laid | | | 0640 641A746 2275.000 LF | 17.90000 40722.50| 40.40000 91910.00| 6 Inch P.V.C. Water Main Laid | | | 0650 641C500 200.000 LB | 26.30000 5260.00| 7.05000 1410.00| Ductile Iron Fittings | | | 0660 641D500 1.000 EACH| 3160.00000 3160.00| 3535.00000 3535.00| Fire Hydrant | | | 0670 641J516 2.000 EACH| 1050.00000 2100.00| 1066.60000 2133.20| 6 Inch Gate Valve With Box | | | 0680 641L500 1.000 CUYD| 316.00000 316.00| 205.00000 205.00| Concrete for Water Mains (Thrust Blocks | | | 0690 641P515 2.000 EACH| 421.00000 842.00| 720.00000 1440.00| 3/4 Inch Service Tap | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -31 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 650A000 4950.000 CUYD| 10.55000 52222.50| 10.00000 49500.00| Topsoil | | | 0710 652A100 8.000 ACRE| 1050.00000 8400.00| 1000.00000 8000.00| Seeding | | | 0720 652C000 8.000 ACRE| 105.00000 840.00| 100.00000 800.00| Mowing | | | 0730 654A000 250.000 SQYD| 8.50000 2125.00| 8.00000 2000.00| Solid Sodding | | | 0740 656A010 8.000 ACRE| 425.00000 3400.00| 400.00000 3200.00| Mulching | | | 0750 659C002 4500.000 SQYD| 1.60000 7200.00| 1.50000 6750.00| Erosion Control Product, Type S2 | | | 0760 659C008 1852.000 SQYD| 6.30000 11667.60| 6.00000 11112.00| Erosion Control Product, Type C10 | | | 0770 665A000 8.000 ACRE| 735.00000 5880.00| 700.00000 5600.00| Temporary Seeding | | | 0780 665B001 24.000 TON | 315.00000 7560.00| 300.00000 7200.00| Temporary Mulching | | | 0790 665E000 1200.000 SQYD| 1.05000 1260.00| 1.68000 2016.00| Polyethylene | | | 0800 665F000 500.000 EACH| 8.50000 4250.00| 8.00000 4000.00| Hay Bales | | | 0810 665G000 400.000 EACH| 6.30000 2520.00| 6.00000 2400.00| Sand Bags | | | 0820 665I000 200.000 TON | 48.00000 9600.00| 51.00000 10200.00| Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -32 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 665J002 6000.000 LF | 3.40000 20400.00| 3.25000 19500.00| Silt Fence | | | 0840 665L000 200.000 LF | 13.70000 2740.00| 13.00000 2600.00| Floating Basin Boom | | | 0850 665N000 150.000 TON | 52.65000 7897.50| 49.55000 7432.50| Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0860 665O001 6000.000 LF | 1.05000 6300.00| 1.00000 6000.00| Silt Fence Removal | | | 0870 665Q002 1500.000 LF | 4.20000 6300.00| 6.00000 9000.00| Wattle | | | 0880 666A001 8.000 ACRE| 42.10000 336.80| 100.00000 800.00| Pest Control Treatment | | | 0890 680A001 LUMP| 58000.00000 58000.00| 75000.00000 75000.00| Geometric Controls | | | 0900 698A000 LUMP| 125000.00000 125000.00| 5000.00000 5000.00| Construction Fuel (Maximum Bid Limited | | | to $ 247,000.00) | | | 0910 701A227 2.000 MILE| 2580.00000 5160.00| 1995.00000 3990.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0920 701A230 2.000 MILE| 2580.00000 5160.00| 1995.00000 3990.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0930 701C003 7.000 MILE| 684.00000 4788.00| 375.00000 2625.00| Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -33 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 701D008 1.000 MILE| 2110.00000 2110.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Plastic) | | | 0950 701G146 1020.000 LF | 3.70000 3774.00| 5.00000 5100.00| Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0960 701G154 1020.000 LF | 3.70000 3774.00| 5.00000 5100.00| Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0970 705A011 210.000 EACH| 5.25000 1102.50| 2.50000 525.00| Pavement Markers, Class C, Type 1-A | | | 0980 705A023 55.000 EACH| 5.25000 288.75| 2.50000 137.50| Pavement Markers, Class C, Type 2-D | | | 0990 705A037 170.000 EACH| 5.25000 892.50| 2.50000 425.00| Pavement Markers, Class A-H, Type 2-D | | | 1000 740B000 562.000 SQFT| 14.75000 8289.50| 18.34000 10307.08| Construction Signs | | | 1010 740D000 300.000 EACH| 77.35000 23205.00| 70.64000 21192.00| Channelizing Drums | | | 1020 740E000 50.000 EACH| 13.70000 685.00| 32.05000 1602.50| Cones (36 Inches High) | | | 1030 740F002 16.000 EACH| 358.00000 5728.00| 201.37000 3221.92| Barricades, Type III | | | 1040 740I002 6.000 EACH| 387.00000 2322.00| 139.12000 834.72| Warning Lights, Type B | | | 1050 740M001 50.000 EACH| 9.45000 472.50| 45.74000 2287.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 025 -34 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20130726025 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 7 ) 23034 |( 8 ) 20041 |( ) |T.L. WALLACE CONSTRUCTION, |TANNER, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1060 740O000 1.000 EACH| 1630.00000 1630.00| 3100.05000 3100.05| Pilot Car | | | 1070 999 000 720.000 HOUR| 0.80000 576.00| 0.80000 576.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,066,537.25| $ 5,256,725.74| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,066,537.25| $ 5,256,725.74| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20130726028 COUNTIES : FRANKLIN LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0013(587) for constructing the Planing, Resurfacing, and Traffic Stripe on SR-13 (US-43) from just south of SR-24 (MP 293.700) to just north of Underwood Road (MP 295.839). Length 2.147 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 1,511,703.20 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 1,556,931.41 102.9919% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20130726028 COUNTIES : FRANKLIN LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01096 |( ) |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 305B077 1273.000 TON | 35.00000 44555.00| 14.56000 18534.88| Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0020 405A000 9649.000 GAL | 4.25000 41008.25| 3.50000 33771.50| Tack Coat | | | 0030 407B000 8.000 MILE| 900.00000 7200.00| 576.90000 4615.20| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0040 408A052 134075.000 SQYD| 0.70000 93852.50| 1.41000 189045.75| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 410H000 1.000 EACH| 10000.00000 10000.00| 15078.92000 15078.92| Material Remixing Device | | | 0060 424A340 265.000 TON | 79.00000 20935.00| 81.33000 21552.45| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 424A360 8569.000 TON | 72.00000 616968.00| 76.64000 656728.16| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0080 424A369 1558.000 TON | 81.00000 126198.00| 91.95000 143258.10| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20130726028 COUNTIES : FRANKLIN LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01096 |( ) |ROGERS GROUP, INC. |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 424B653 500.000 TON | 100.00000 50000.00| 133.70000 66850.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0100 424B657 2270.000 TON | 80.00000 181600.00| 75.97000 172451.90| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0110 428C000 24018.000 LF | 0.07000 1681.26| 0.11000 2641.98| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0120 600A000 LUMP| 130132.13000 130132.13| 36414.26000 36414.26| Mobilization | | | 0130 680A001 LUMP| 10000.00000 10000.00| 3616.04000 3616.04| Geometric Controls | | | 0140 698A000 LUMP| 1.00000 1.00| 0.01000 0.01| Construction Fuel (Maximum Bid Limited | | | to $ 79,000.00) | | | 0150 701A227 6.000 MILE| 1995.00000 11970.00| 2186.06000 13116.36| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0160 701A230 8.000 MILE| 1995.00000 15960.00| 2186.06000 17488.48| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20130726028 COUNTIES : FRANKLIN LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01096 |( ) |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 701A239 5.000 MILE| 1396.50000 6982.50| 1530.24000 7651.20| Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0180 701B207 10091.000 LF | 0.26000 2623.66| 0.28000 2825.48| Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0190 701C000 15.000 MILE| 400.00000 6000.00| 438.31000 6574.65| Broken Temporary Traffic Stripe | | | 0200 701C001 39.000 MILE| 400.00000 15600.00| 438.31000 17094.09| Solid Temporary Traffic Stripe | | | 0210 703A002 7053.000 SQFT| 2.85000 20101.05| 3.12000 22005.36| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 921.000 SQFT| 4.85000 4466.85| 5.31000 4890.51| Traffic Control Legends, Class 2, Type | | | 0230 703D001 5132.000 SQFT| 1.25000 6415.00| 1.37000 7030.84| Temporary Traffic Control Markings | | | 0240 705A030 390.000 EACH| 3.00000 1170.00| 3.29000 1283.10| Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 233.000 EACH| 3.00000 699.00| 3.29000 766.57| Pavement Markers, Class A-H, Type 1-A | | | 0260 705A037 250.000 EACH| 3.00000 750.00| 3.29000 822.50| Pavement Markers, Class A-H, Type 2-D | | | 0270 730H001 31500.000 LF | 2.05000 64575.00| 2.19000 68985.00| Loop Wire | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 028 -5 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20130726028 COUNTIES : FRANKLIN LETTING DATE : 07/26/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01096 |( ) |ROGERS GROUP, INC. |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 740B000 1438.000 SQFT| 5.50000 7909.00| 6.57000 9447.66| Construction Signs | | | 0290 740D000 50.000 EACH| 35.00000 1750.00| 11.01000 550.50| Channelizing Drums | | | 0300 740E000 350.000 EACH| 15.00000 5250.00| 21.89000 7661.50| Cones (36 Inches High) | | | 0310 740M001 350.000 EACH| 5.00000 1750.00| 10.06000 3521.00| Ballast For Cone | | | 0320 741C010 2.000 EACH| 1800.00000 3600.00| 328.73000 657.46| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,511,703.20| $ 1,556,931.41| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,511,703.20| $ 1,556,931.41| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20130726029 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-HSIP-0013(583) for constructing the Widening, Planing, Drainage Structure Improvements, Resurfacing, and Traffic Stripe on SR-13 (US-43) from north of the Junction of SR-5 in Thomasville to the Marengo County Line. Length 3.707 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,214,924.13 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 1,250,917.83 102.9626% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20130726029 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 5 Acres) | | | | | | 0020 206E000 7.000 EACH| 2790.00000 19530.00| 270.00000 1890.00| Removing Headwalls | | | 0030 206E001 2.000 EACH| 540.00000 1080.00| 540.00000 1080.00| Removing Inlets | | | 0040 210D000 9734.000 CUYD| 9.50000 92473.00| 6.45000 62784.30| Borrow Excavation | | | 0050 214A000 557.000 CUYD| 6.50000 3620.50| 8.60000 4790.20| Structure Excavation | | | 0060 214B001 535.000 CUYD| 51.00000 27285.00| 52.50000 28087.50| Foundation Backfill, Commercial | | | 0070 405A000 10670.000 GAL | 0.10000 1067.00| 3.50000 37345.00| Tack Coat | | | 0080 407B000 4.000 MILE| 270.00000 1080.00| 250.00000 1000.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0090 408A052 54490.000 SQYD| 0.01000 544.90| 0.47000 25610.30| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0100 410H000 1.000 EACH| 24000.00000 24000.00| 4500.00000 4500.00| Material Remixing Device | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20130726029 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 424A361 6130.000 TON | 64.15000 393239.50| 61.00000 373930.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0120 424B655 300.000 TON | 75.00000 22500.00| 85.00000 25500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0130 424B658 1200.000 TON | 64.50000 77400.00| 63.00000 75600.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 424C370 1525.000 TON | 60.00000 91500.00| 57.00000 86925.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0150 428C000 39146.000 LF | 0.10000 3914.60| 0.08000 3131.68| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0160 430B043 300.000 TON | 40.00000 12000.00| 36.00000 10800.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0170 502A000 10417.000 LB | 1.65000 17188.05| 1.60000 16667.20| Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20130726029 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 524B011 84.000 CUYD| 600.00000 50400.00| 1350.00000 113400.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0190 530A001 10.000 LF | 31.00000 310.00| 160.00000 1600.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0200 530A002 179.000 LF | 42.00000 7518.00| 48.00000 8592.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0210 530A003 8.000 LF | 52.00000 416.00| 160.00000 1280.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0220 530A102 8.000 LF | 80.00000 640.00| 160.00000 1280.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0230 530B004 24.000 LF | 75.00000 1800.00| 160.00000 3840.00| 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0240 530B006 48.000 LF | 155.00000 7440.00| 215.00000 10320.00| 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0250 600A000 LUMP| 43750.00000 43750.00| 49000.00000 49000.00| Mobilization | | | 0260 610C001 113.000 TON | 64.00000 7232.00| 44.00000 4972.00| Loose Riprap, Class 2 | | | 0270 610D003 196.000 SQYD| 3.10000 607.60| 3.25000 637.00| Filter Blanket, Geotextile | | | 0280 619A002 2.000 EACH| 500.00000 1000.00| 855.00000 1710.00| 18" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 029 -5 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20130726029 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 619A003 5.000 EACH| 600.00000 3000.00| 965.00000 4825.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0300 619A054 1.000 EACH| 600.00000 600.00| 1800.00000 1800.00| 30" Roadway Pipe End Treatment, Class 2 | | | 0310 619B069 2.000 EACH| 815.00000 1630.00| 2040.00000 4080.00| 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0320 619B071 2.000 EACH| 1085.00000 2170.00| 1450.00000 2900.00| 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0330 620A000 1.000 CUYD| 550.00000 550.00| 1180.00000 1180.00| Minor Structure Concrete | | | 0340 621A011 8.000 EACH| 2310.00000 18480.00| 3375.00000 27000.00| Junction Boxes, Type 1 Or 1P | | | 0350 621A013 4.000 EACH| 3650.00000 14600.00| 5365.00000 21460.00| Junction Boxes, Type Special | | | 0360 621B011 6.000 EACH| 400.00000 2400.00| 750.00000 4500.00| Junction Box Units, Type 1 Or 1P | | | 0370 621C027 5.000 EACH| 1845.00000 9225.00| 3000.00000 15000.00| Inlets, Type C | | | 0380 621D002 7.000 EACH| 400.00000 2800.00| 645.00000 4515.00| Inlet Units, Type C | | | 0390 650A000 1589.000 CUYD| 13.13000 20863.57| 12.90000 20498.10| Topsoil | | | 0400 652A100 10.000 ACRE| 715.00000 7150.00| 750.00000 7500.00| Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 029 -6 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20130726029 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 652C000 10.000 ACRE| 125.00000 1250.00| 135.00000 1350.00| Mowing | | | 0420 654A000 1500.000 SQYD| 4.10000 6150.00| 4.25000 6375.00| Solid Sodding | | | 0430 656A010 10.000 ACRE| 715.00000 7150.00| 750.00000 7500.00| Mulching | | | 0440 659C002 14461.000 SQYD| 1.50000 21691.50| 1.60000 23137.60| Erosion Control Product, Type S2 | | | 0450 659C008 1000.000 SQYD| 4.35000 4350.00| 4.30000 4300.00| Erosion Control Product, Type C10 | | | 0460 665B001 30.000 TON | 430.00000 12900.00| 320.00000 9600.00| Temporary Mulching | | | 0470 665E000 2000.000 SQYD| 1.75000 3500.00| 1.10000 2200.00| Polyethylene | | | 0480 665F000 250.000 EACH| 8.50000 2125.00| 10.50000 2625.00| Hay Bales | | | 0490 665G000 250.000 EACH| 8.50000 2125.00| 10.50000 2625.00| Sand Bags | | | 0500 665J002 3000.000 LF | 3.25000 9750.00| 3.25000 9750.00| Silt Fence | | | 0510 665N000 400.000 TON | 40.00000 16000.00| 38.50000 15400.00| Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0520 665O001 3000.000 LF | 1.60000 4800.00| 1.05000 3150.00| Silt Fence Removal | | | 0530 665P005 5.000 EACH| 700.00000 3500.00| 430.00000 2150.00| Inlet Protection, Stage 3 Or 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 029 -7 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20130726029 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 665Q002 500.000 LF | 4.35000 2175.00| 8.00000 4000.00| Wattle | | | 0550 680A001 LUMP| 43750.00000 43750.00| 1500.00000 1500.00| Geometric Controls | | | 0560 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 61,000.00) | | | 0570 701A227 8.000 MILE| 2165.00000 17320.00| 2250.00000 18000.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0580 701A230 10.000 MILE| 2165.00000 21650.00| 2250.00000 22500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0590 701A244 2.000 MILE| 1515.00000 3030.00| 1570.00000 3140.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0600 701C002 4.000 MILE| 325.00000 1300.00| 340.00000 1360.00| Broken Temporary Traffic Stripe (Paint) | | | 0610 701C003 20.000 MILE| 325.00000 6500.00| 340.00000 6800.00| Solid Temporary Traffic Stripe (Paint) | | | 0620 703A002 994.000 SQFT| 3.00000 2982.00| 3.10000 3081.40| Traffic Control Markings, Class 2, Type | | | A | | | 0630 703D002 820.000 SQFT| 1.35000 1107.00| 1.50000 1230.00| Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 029 -8 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20130726029 COUNTIES : CLARKE LETTING DATE : 07/26/13 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 705A030 35.000 EACH| 2.70000 94.50| 2.85000 99.75| Pavement Markers, Class A-H, Type 2-C | | | 0650 705A032 134.000 EACH| 2.70000 361.80| 2.85000 381.90| Pavement Markers, Class A-H, Type 1-B | | | 0660 705A037 616.000 EACH| 2.70000 1663.20| 2.85000 1755.60| Pavement Markers, Class A-H, Type 2-D | | | 0670 740B000 354.000 SQFT| 7.60000 2690.40| 6.70000 2371.80| Construction Signs | | | 0680 740D000 50.000 EACH| 40.00000 2000.00| 0.01000 0.50| Channelizing Drums | | | 0690 740E000 200.000 EACH| 0.01000 2.00| 0.01000 2.00| Cones (36 Inches High) | | | 0700 740M001 200.000 EACH| 0.01000 2.00| 0.01000 2.00| Ballast For Cone | | | 0710 740O000 1.000 EACH| 0.01000 0.01| 3000.00000 3000.00| Pilot Car | | | SECTION TOTALS | $ 1,214,924.13| $ 1,250,917.83| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,214,924.13| $ 1,250,917.83| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20130726036 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPMN-7911(600) for constructing the Widening, Planing, Leveling, Resurfacing, and Traffic Stripe on CR-008 (Grandview Road) from the junction of SR-14 East to the junction of SR-143 in Millbrook. Length 2.534 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01096 APAC MID-SOUTH, INC. $ 473,219.45 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 478,117.05 101.0350% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 561,786.18 118.7158% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20130726036 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 01023 |( 3 ) 23024 |APAC MID-SOUTH, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 102.000 SQYD| 16.95000 1728.90| 24.00000 2448.00| 37.99000 3874.98 Removing Concrete Driveway | | | 0020 206D001 203.000 LF | 3.00000 609.00| 3.00000 609.00| 3.03000 615.09 Removing Guardrail | | | 0030 206D002 26.000 LF | 30.50000 793.00| 15.00000 390.00| 57.99000 1507.74 Removing Curb | | | 0040 305B071 16.000 TON | 163.65000 2618.40| 50.00000 800.00| 63.28000 1012.48 Coarse Aggregate, Section 801, For | | | Miscellaneous Use | | | 0050 405A000 3195.000 GAL | 2.55000 8147.25| 2.95000 9425.25| 7.52000 24026.40 Tack Coat | | | 0060 407B000 3.000 MILE| 115.00000 345.00| 210.00000 630.00| 210.78000 632.34 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0070 408A051 852.000 SQYD| 7.45000 6347.40| 4.75000 4047.00| 9.52000 8111.04 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0080 424A356 1562.000 TON | 70.30000 109808.60| 66.40000 103716.80| 75.69000 118227.78 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0090 424A366 3106.000 TON | 61.85000 192106.10| 58.25000 180924.50| 60.44000 187726.64 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20130726036 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 01023 |( 3 ) 23024 |APAC MID-SOUTH, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 424B655 100.000 TON | 45.70000 4570.00| 92.00000 9200.00| 84.05000 8405.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0110 424B662 839.000 TON | 54.75000 45935.25| 63.75000 53486.25| 57.68000 48393.52 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0120 430B043 811.000 TON | 23.40000 18977.40| 25.25000 20477.75| 30.66000 24865.26 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0130 600A000 LUMP| 16950.00000 16950.00| 30150.00000 30150.00| 64256.62000 64256.62 Mobilization | | | 0140 630A001 38.000 LF | 23.00000 874.00| 23.00000 874.00| 23.21000 881.98 Steel Beam Guardrail, Class A, Type 2 | | | 0150 630A004 153.000 LF | 30.00000 4590.00| 30.00000 4590.00| 30.28000 4632.84 Steel Beam Guardrail, Class B, Type 2 | | | 0160 630C022 4.000 EACH| 2150.00000 8600.00| 2150.00000 8600.00| 2169.87000 8679.48 Guardrail End Anchor, Type Special | | | 0170 630C050 3.000 EACH| 2150.00000 6450.00| 2150.00000 6450.00| 2169.86000 6509.58 Guardrail End Anchor, Type 20 Series | | | 0180 630C070 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2018.48000 2018.48 Guardrail End Anchor, Type 10 Series | | | 0190 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 6625.00000 6625.00 Construction Fuel (Maximum Bid Limited | | | to $ 26,530.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20130726036 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 01023 |( 3 ) 23024 |APAC MID-SOUTH, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 701A231 6.000 MILE| 2111.00000 12666.00| 1990.00000 11940.00| 2024.65000 12147.90 Solid White, Class 2, Type A Traffic | | | Stripe | | | 0210 701A235 4.000 MILE| 2228.00000 8912.00| 2100.00000 8400.00| 2024.65000 8098.60 Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0220 701A245 2.000 MILE| 1485.00000 2970.00| 1400.00000 2800.00| 1417.26000 2834.52 Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0230 701C000 6.000 MILE| 480.00000 2880.00| 450.00000 2700.00| 356.99000 2141.94 Broken Temporary Traffic Stripe | | | 0240 701C001 12.000 MILE| 510.00000 6120.00| 480.00000 5760.00| 356.99000 4283.88 Solid Temporary Traffic Stripe | | | 0250 703A002 640.000 SQFT| 3.20000 2048.00| 3.00000 1920.00| 2.91000 1862.40 Traffic Control Markings, Class 2, Type | | | A | | | 0260 705A032 75.000 EACH| 3.20000 240.00| 3.00000 225.00| 3.11000 233.25 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 255.000 EACH| 3.20000 816.00| 3.00000 765.00| 3.11000 793.05 Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 379.000 SQFT| 5.85000 2217.15| 6.50000 2463.50| 5.91000 2239.89 Construction Signs | | | 0290 740E000 50.000 EACH| 5.00000 250.00| 7.50000 375.00| 14.86000 743.00 Cones (36 Inches High) | | | 0300 740M001 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 8.11000 405.50 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20130726036 COUNTIES : ELMORE LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 01023 |( 3 ) 23024 |APAC MID-SOUTH, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740O000 1.000 EACH| 2600.00000 2600.00| 1900.00000 1900.00| 5000.00000 5000.00 Pilot Car | | | SECTION TOTALS | $ 473,219.45| $ 478,117.05| $ 561,786.18 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 473,219.45| $ 478,117.05| $ 561,786.18 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20130726037 COUNTIES : CULLMAN LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-HSIP-0003(572) for constructing the Widening, Planing, Resurfacing, and Traffic Stripe on SR-3 (US-31) from 0.3 miles south of SR-91 (MP 317.210) to 0.8 miles north of Johnson's Crossing Undivided Section (MP 320.730). Length 3.520 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 2,837,977.55 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 3,067,950.40 108.1034% 3 23009 WHITAKER CONTRACTING CORPORATION $ 3,123,175.11 110.0493% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130726037 COUNTIES : CULLMAN LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY STPAA=91%; HSIP=9% | | | 0010 206D000 75.000 LF | 22.97000 1722.75| 19.93000 1494.75| 12.00000 900.00 Removing Pipe | | | 0020 206E000 5.000 EACH| 574.37000 2871.85| 498.37000 2491.85| 500.00000 2500.00 Removing Headwalls | | | 0030 210A000 2430.000 CUYD| 22.14000 53800.20| 18.00000 43740.00| 20.00000 48600.00 Unclassified Excavation | | | 0040 214A000 81.000 CUYD| 34.46000 2791.26| 28.00000 2268.00| 40.00000 3240.00 Structure Excavation | | | 0050 214B001 27.000 CUYD| 57.44000 1550.88| 49.84000 1345.68| 40.00000 1080.00 Foundation Backfill, Commercial | | | 0060 405A000 13106.000 GAL | 5.26000 68937.56| 4.00000 52424.00| 5.00000 65530.00 Tack Coat | | | 0070 407B000 15.000 MILE| 316.81000 4752.15| 265.23000 3978.45| 150.00000 2250.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0080 408A051 112884.000 SQYD| 1.37000 154651.08| 0.67000 75632.28| 0.75000 84663.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0090 408A052 10797.000 SQYD| 3.19000 34442.43| 0.72000 7773.84| 0.75000 8097.75 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0100 410C000 1.000 EACH| 10709.33000 10709.33| 6040.37000 6040.37| 10.00000 10.00 Contractor Retained Profilograph | | | 0110 410H000 1.000 EACH| 70155.92000 70155.92| 5000.00000 5000.00| 48000.00000 48000.00 Material Remixing Device | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130726037 COUNTIES : CULLMAN LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 424A360 9319.000 TON | 71.06000 662208.14| 80.33000 748595.27| 70.23000 654473.37 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0130 424B650 12566.000 TON | 61.22000 769290.52| 69.06000 867807.96| 67.19000 844309.54 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 424C360 3692.000 TON | 57.09000 210776.28| 83.03000 306546.76| 62.90000 232226.80 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0150 424C364 300.000 TON | 84.43000 25329.00| 100.00000 30000.00| 85.00000 25500.00 Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0160 424C370 1933.000 TON | 61.74000 119343.42| 90.00000 173970.00| 85.00000 164305.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0170 428C000 27140.000 LF | 0.09000 2442.60| 0.04000 1085.60| 0.10000 2714.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130726037 COUNTIES : CULLMAN LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 430B040 3692.000 TON | 13.00000 47996.00| 25.00000 92300.00| 23.60000 87131.20 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0190 530A101 38.000 LF | 152.05000 5777.90| 131.93000 5013.34| 120.00000 4560.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0200 530A104 12.000 LF | 191.49000 2297.88| 166.15000 1993.80| 200.00000 2400.00 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 530A105 16.000 LF | 206.51000 3304.16| 179.18000 2866.88| 250.00000 4000.00 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0220 535A080 75.000 LF | 107.94000 8095.50| 93.05000 6978.75| 48.00000 3600.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0230 600A000 LUMP| 95083.07000 95083.07| 88000.00000 88000.00| 192000.00000 192000.00 Mobilization | | | 0240 614A000 108.000 CUYD| 402.06000 43422.48| 348.86000 37676.88| 330.00000 35640.00 Slope Paving | | | 0250 618A001 38.000 SQYD| 140.15000 5325.70| 121.60000 4620.80| 100.00000 3800.00 Concrete Sidewalk, 6" Thick | | | 0260 619A002 3.000 EACH| 896.02000 2688.06| 777.45000 2332.35| 1000.00000 3000.00 18" Roadway Pipe End Treatment, Class 1 | | | 0270 619A056 1.000 EACH| 3446.25000 3446.25| 2990.19000 2990.19| 2500.00000 2500.00 42" Roadway Pipe End Treatment, Class 2 | | | 0280 619A101 6.000 EACH| 896.02000 5376.12| 777.45000 4664.70| 1000.00000 6000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130726037 COUNTIES : CULLMAN LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 619A229 1.000 EACH| 4595.00000 4595.00| 3986.92000 3986.92| 3500.00000 3500.00 36" Roadway Pipe End Treatment, Class 2 | | | (Double Line) | | | 0300 620A000 3.000 CUYD| 1148.75000 3446.25| 996.73000 2990.19| 2000.00000 6000.00 Minor Structure Concrete | | | 0310 623B000 290.000 LF | 43.65000 12658.50| 37.88000 10985.20| 20.00000 5800.00 Concrete Curb, Type N | | | 0320 645A510 40.000 LF | 57.44000 2297.60| 92.55000 3702.00| 65.00000 2600.00 8 Inch Ductile Iron Sanitary Sewer | | | Gravity Pipe Laid | | | 0330 645A548 963.000 LF | 40.21000 38722.23| 58.51000 56345.13| 74.00000 71262.00 8 Inch P.V.C. Sanitary Sewer Gravity | | | Pipe Laid | | | 0340 645E510 10.000 LF | 45.95000 459.50| 67.02000 670.20| 88.50000 885.00 4 Inch Ductile Iron Stacks And Laterals | | | 0350 645F510 993.000 LF | 22.97000 22809.21| 1.81000 1797.33| 8.40000 8341.20 8 Inch Abandon Existing Sanitary Sewer | | | 0360 645H510 4.000 EACH| 2871.87000 11487.48| 5850.61000 23402.44| 3200.00000 12800.00 48 Inch Manhole | | | 0370 645I500 4.000 EACH| 1148.75000 4595.00| 1170.12000 4680.48| 400.00000 1600.00 48 Inch Manhole Unit | | | 0380 645M500 1.000 EACH| 1148.75000 1148.75| 2925.30000 2925.30| 2800.00000 2800.00 Connection To Existing Manhole | | | 0390 645N500 4.000 EACH| 574.38000 2297.52| 1579.67000 6318.68| 800.00000 3200.00 Abandon Existing Manhole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 037 -6 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130726037 COUNTIES : CULLMAN LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 649A645 105.000 LF | 143.59000 15076.95| 423.37000 44453.85| 160.00000 16800.00 16 Inch Steel Encasement Pipe, Type 2 | | | Installation | | | 0410 650A000 1149.000 CUYD| 13.78000 15833.22| 11.96000 13742.04| 32.00000 36768.00 Topsoil | | | 0420 652A100 3.000 ACRE| 861.56000 2584.68| 725.00000 2175.00| 1000.00000 3000.00 Seeding | | | 0430 656A010 3.000 ACRE| 861.56000 2584.68| 725.00000 2175.00| 1000.00000 3000.00 Mulching | | | 0440 665B001 8.000 TON | 459.50000 3676.00| 399.97000 3199.76| 350.00000 2800.00 Temporary Mulching | | | 0450 665J002 10100.000 LF | 3.45000 34845.00| 2.90000 29290.00| 3.00000 30300.00 Silt Fence | | | 0460 665O001 10100.000 LF | 1.15000 11615.00| 1.00000 10100.00| 1.00000 10100.00 Silt Fence Removal | | | 0470 665Q002 300.000 LF | 8.04000 2412.00| 7.00000 2100.00| 8.00000 2400.00 Wattle | | | 0480 666A001 3.000 ACRE| 28.72000 86.16| 25.00000 75.00| 100.00000 300.00 Pest Control Treatment | | | 0490 680A001 LUMP| 13784.99000 13784.99| 19000.00000 19000.00| 8000.00000 8000.00 Geometric Controls | | | 0500 698A000 LUMP| 0.00000 0.00| 37500.00000 37500.00| 150000.00000 150000.00 Construction Fuel (Maximum Bid Limited | | | to $ 150,000.00) | | | 0510 701A227 8.000 MILE| 2814.44000 22515.52| 2682.78000 21462.24| 2650.00000 21200.00 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 037 -7 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130726037 COUNTIES : CULLMAN LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 701A230 8.000 MILE| 2814.44000 22515.52| 2682.78000 21462.24| 2650.00000 21200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0530 701A239 8.000 MILE| 1470.40000 11763.20| 1316.08000 10528.64| 1300.00000 10400.00 Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0540 701A244 6.000 MILE| 1470.40000 8822.40| 1316.08000 7896.48| 1300.00000 7800.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0550 701B207 2595.000 LF | 0.57000 1479.15| 0.61000 1582.95| 0.60000 1557.00 Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0560 701C000 38.000 MILE| 562.89000 21389.82| 506.18000 19234.84| 500.00000 19000.00 Broken Temporary Traffic Stripe | | | 0570 701C001 41.000 MILE| 562.89000 23078.49| 556.80000 22828.80| 550.00000 22550.00 Solid Temporary Traffic Stripe | | | 0580 703A002 4562.000 SQFT| 3.45000 15738.90| 3.80000 17335.60| 3.75000 17107.50 Traffic Control Markings, Class 2, Type | | | A | | | 0590 703B002 720.000 SQFT| 3.45000 2484.00| 3.80000 2736.00| 3.75000 2700.00 Traffic Control Legends, Class 2, Type | | | 0600 703D001 13160.000 SQFT| 0.57000 7501.20| 0.76000 10001.60| 0.75000 9870.00 Temporary Traffic Control Markings | | | 0610 703E001 1829.000 SQFT| 0.57000 1042.53| 0.76000 1390.04| 0.75000 1371.75 Temporary Traffic Control Legends | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 037 -8 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130726037 COUNTIES : CULLMAN LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 705A030 161.000 EACH| 3.45000 555.45| 3.54000 569.94| 3.50000 563.50 Pavement Markers, Class A-H, Type 2-C | | | 0630 705A031 467.000 EACH| 3.45000 1611.15| 3.54000 1653.18| 3.50000 1634.50 Pavement Markers, Class A-H, Type 1-A | | | 0640 705A032 84.000 EACH| 3.45000 289.80| 3.54000 297.36| 3.50000 294.00 Pavement Markers, Class A-H, Type 1-B | | | 0650 705A037 839.000 EACH| 3.45000 2894.55| 3.54000 2970.06| 3.50000 2936.50 Pavement Markers, Class A-H, Type 2-D | | | 0660 705A038 42.000 EACH| 3.45000 144.90| 3.54000 148.68| 3.50000 147.00 Pavement Markers, Class A-H, Type 2-E | | | 0670 730H001 11975.000 LF | 2.50000 29937.50| 2.35000 28141.25| 2.00000 23950.00 Loop Wire | | | 0680 730I001 3080.000 LF | 1.04000 3203.20| 1.15000 3542.00| 0.80000 2464.00 Loop Detector Lead-In-Cable | | | 0690 730K000 22.000 EACH| 456.89000 10051.58| 274.98000 6049.56| 350.00000 7700.00 Traffic Signal Junction Box | | | 0700 730L005 1625.000 LF | 3.66000 5947.50| 6.00000 9750.00| 6.50000 10562.50 2", Non-Metallic, Conduit | | | 0710 740B000 868.000 SQFT| 8.04000 6978.72| 5.85000 5077.80| 10.00000 8680.00 Construction Signs | | | 0720 740D000 200.000 EACH| 43.65000 8730.00| 28.36000 5672.00| 45.00000 9000.00 Channelizing Drums | | | 0730 740E000 200.000 EACH| 1.15000 230.00| 11.63000 2326.00| 10.00000 2000.00 Cones (36 Inches High) | | | 0740 740M001 200.000 EACH| 0.11000 22.00| 5.87000 1174.00| 1.00000 200.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 037 -9 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130726037 COUNTIES : CULLMAN LETTING DATE : 07/26/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 23024 |( 3 ) 23009 |GOOD HOPE CONTRACTING CO., |WIREGRASS CONSTRUCTION COMP |WHITAKER CONTRACTING CORPORATIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0750 741C010 2.000 EACH| 1723.13000 3446.26| 1436.06000 2872.12| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,837,977.55| $ 3,067,950.40| $ 3,123,175.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,837,977.55| $ 3,067,950.40| $ 3,123,175.11 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20130726039 COUNTIES : LEE LETTING DATE : 07/26/13 10:00 AM DIVISION : 04 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-HSIP-0051(510) for constructing the Widening, Planing, Resurfacing, and Traffic Stripe on SR-51 from the Opelika City Limits (MP 111.981) to the I-85 Overpass (MP 114.263). Length 2.282 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 556,203.62 100.0000% 2 18030 ROBINSON PAVING COMPANY, INC. $ 669,485.99 120.3671% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130726039 COUNTIES : LEE LETTING DATE : 07/26/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 18030 |( ) |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 150.000 LF | 3.00000 450.00| 3.00000 450.00| Removing Guardrail | | | 0020 206E008 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| Removing Guardrail End Anchor (All Type | | | 0030 209A000 2.000 EACH| 150.00000 300.00| 300.00000 600.00| Mailbox Reset, Single | | | 0040 401B100 28284.000 SQYD| 1.18000 33375.12| 1.37000 38749.08| Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 2882.000 GAL | 0.00000 0.00| 4.00000 11528.00| Tack Coat | | | 0060 407B000 5.000 MILE| 300.00000 1500.00| 350.00000 1750.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0070 408A052 48487.000 SQYD| 0.95000 46062.65| 1.55000 75154.85| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 408A054 267.000 SQYD| 8.00000 2136.00| 6.00000 1602.00| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0090 410H000 1.000 EACH| 21700.00000 21700.00| 5000.00000 5000.00| Material Remixing Device | | | 0100 424A360 4365.000 TON | 66.23000 289093.95| 70.04000 305724.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130726039 COUNTIES : LEE LETTING DATE : 07/26/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 18030 |( ) |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 424A366 200.000 TON | 70.00000 14000.00| 88.90000 17780.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0120 424A369 100.000 TON | 70.00000 7000.00| 113.40000 11340.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0130 424B654 300.000 TON | 95.00000 28500.00| 129.00000 38700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 424C370 438.000 TON | 60.23000 26380.74| 78.75000 34492.50| Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0150 428C000 16062.000 LF | 0.12000 1927.44| 0.06000 963.72| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0160 430B043 163.000 TON | 25.00000 4075.00| 36.05000 5876.15| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0170 600A000 LUMP| 0.00000 0.00| 16547.14000 16547.14| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130726039 COUNTIES : LEE LETTING DATE : 07/26/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 18030 |( ) |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 610D003 334.000 SQYD| 5.00000 1670.00| 3.00000 1002.00| Filter Blanket, Geotextile | | | 0190 630A001 225.000 LF | 24.50000 5512.50| 24.50000 5512.50| Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C050 4.000 EACH| 2150.00000 8600.00| 2150.00000 8600.00| Guardrail End Anchor, Type 20 Series | | | 0210 665A000 2.000 ACRE| 450.00000 900.00| 1500.00000 3000.00| Temporary Seeding | | | 0220 665B001 6.000 TON | 250.00000 1500.00| 500.00000 3000.00| Temporary Mulching | | | 0230 665G000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| Sand Bags | | | 0240 665J002 1000.000 LF | 4.00000 4000.00| 4.00000 4000.00| Silt Fence | | | 0250 665O001 1000.000 LF | 1.00000 1000.00| 1.00000 1000.00| Silt Fence Removal | | | 0260 665Q002 500.000 LF | 6.00000 3000.00| 5.00000 2500.00| Wattle | | | 0270 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ $35,000.00) | | | 0280 701A227 4.000 MILE| 2053.00000 8212.00| 2047.50000 8190.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0290 701A230 4.000 MILE| 2053.00000 8212.00| 2047.50000 8190.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130726039 COUNTIES : LEE LETTING DATE : 07/26/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 18030 |( ) |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701A240 2.000 MILE| 1437.00000 2874.00| 1433.25000 2866.50| Broken White, Class 2, Type A Traffic | | | Stripe | | | 0310 701A244 2.000 MILE| 1437.00000 2874.00| 1433.25000 2866.50| Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0320 701B205 1116.000 LF | 0.28000 312.48| 0.27000 301.32| Dotted, Class 2, Type A, Traffic Stripe | | | 0330 701C000 7.000 MILE| 332.00000 2324.00| 330.75000 2315.25| Broken Temporary Traffic Stripe | | | 0340 701C001 20.000 MILE| 332.00000 6640.00| 330.75000 6615.00| Solid Temporary Traffic Stripe | | | 0350 703A002 834.000 SQFT| 2.37000 1976.58| 2.36000 1968.24| Traffic Control Markings, Class 2, Type | | | A | | | 0360 703B002 449.000 SQFT| 4.37000 1962.13| 4.36000 1957.64| Traffic Control Legends, Class 2, Type | | | 0370 703D001 1006.000 SQFT| 1.06000 1066.36| 1.05000 1056.30| Temporary Traffic Control Markings | | | 0380 705A031 82.000 EACH| 2.11000 173.02| 2.10000 172.20| Pavement Markers, Class A-H, Type 1-A | | | 0390 705A032 420.000 EACH| 2.11000 886.20| 2.10000 882.00| Pavement Markers, Class A-H, Type 1-B | | | 0400 705A037 300.000 EACH| 2.11000 633.00| 2.10000 630.00| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 039 -6 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130726039 COUNTIES : LEE LETTING DATE : 07/26/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 18030 |( ) |EAST ALABAMA PAVING CO., IN |ROBINSON PAVING COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 705A038 175.000 EACH| 2.11000 369.25| 2.10000 367.50| Pavement Markers, Class A-H, Type 2-E | | | 0420 705A039 120.000 EACH| 2.11000 253.20| 2.10000 252.00| Pavement Markers, Class A-H, Type 2-A | | | 0430 730H001 3000.000 LF | 2.10000 6300.00| 2.50000 7500.00| Loop Wire | | | 0440 730I001 1000.000 LF | 0.90000 900.00| 1.00000 1000.00| Loop Detector Lead-In-Cable | | | 0450 740B000 569.000 SQFT| 8.00000 4552.00| 7.00000 3983.00| Construction Signs | | | 0460 740O000 1.000 EACH| 1500.00000 1500.00| 22000.00000 22000.00| Pilot Car | | | SECTION TOTALS | $ 556,203.62| $ 669,485.99| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 556,203.62| $ 669,485.99| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20130726042 COUNTIES : SHELBY LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPBH-CN13(908) for constructing the Widening, Resurfacing, Guardrail Installation and Traffic Stripe on CR-49 from the junction of SR-25 north of Columbiana to the junction of CR-47 just south of Chelsea. Length 7.765 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,278,669.00 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 2,463,828.23 108.1258% 3 01096 APAC MID-SOUTH, INC. $ 2,570,419.22 112.8035% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130726042 COUNTIES : SHELBY LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04013 |( 3 ) 01096 |WIREGRASS CONSTRUCTION COMP |DUNN CONSTRUCTION CO., 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 206E008 8.000 EACH| 225.00000 1800.00| 229.07000 1832.56| 210.00000 1680.00 Removing Guardrail End Anchor (All Type | | | 0020 209A000 5.000 EACH| 600.00000 3000.00| 123.59000 617.95| 395.00000 1975.00 Mailbox Reset, Single | | | 0030 209A002 1.000 EACH| 725.00000 725.00| 214.40000 214.40| 425.00000 425.00 Mailbox Reset, Multiple | | | 0040 327D021 4010.000 TON | 56.00000 224560.00| 68.47000 274564.70| 76.20000 305562.00 Plant Mix Bituminous Base, Widening, | | | Mix 2 | | | 0050 401B111 113900.000 SQYD| 1.46000 166294.00| 1.42000 161738.00| 1.34000 152626.00 Bituminous Treatment G, CRS-2 (With | | | Polymer Additive) | | | 0060 405A000 5826.000 GAL | 6.00000 34956.00| 3.48000 20274.48| 3.82000 22255.32 Tack Coat | | | 0070 407B000 8.000 MILE| 350.00000 2800.00| 257.62000 2060.96| 385.50000 3084.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0080 410H000 1.000 EACH| 10000.00000 10000.00| 41386.59000 41386.59| 28000.00000 28000.00 Material Remixing Device | | | 0090 424A361 10824.000 TON | 62.00000 671088.00| 70.70000 765256.80| 75.28000 814830.72 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130726042 COUNTIES : SHELBY LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04013 |( 3 ) 01096 |WIREGRASS CONSTRUCTION COMP |DUNN CONSTRUCTION CO., INC. |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 424A367 11390.000 TON | 55.50000 632145.00| 65.44000 745361.60| 66.33000 755498.70 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0110 424B655 1684.000 TON | 84.00000 141456.00| 99.55000 167642.20| 102.40000 172441.60 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0120 600A000 LUMP| 132500.00000 132500.00| 74609.87000 74609.87| 87415.00000 87415.00 Mobilization | | | 0130 610D003 350.000 SQYD| 4.00000 1400.00| 5.47000 1914.50| 5.00000 1750.00 Filter Blanket, Geotextile | | | 0140 630A001 800.000 LF | 27.50000 22000.00| 28.31000 22648.00| 25.95000 20760.00 Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C003 4.000 EACH| 2000.00000 8000.00| 2017.99000 8071.96| 1850.00000 7400.00 Guardrail End Anchor, Type 13 | | | 0160 630C070 4.000 EACH| 2500.00000 10000.00| 2617.93000 10471.72| 2400.00000 9600.00 Guardrail End Anchor, Type 10 Series | | | 0170 652A100 4.000 ACRE| 700.00000 2800.00| 765.59000 3062.36| 700.00000 2800.00 Seeding | | | 0180 656A010 4.000 ACRE| 475.00000 1900.00| 765.59000 3062.36| 700.00000 2800.00 Mulching | | | 0190 665A000 4.000 ACRE| 55.00000 220.00| 546.85000 2187.40| 500.00000 2000.00 Temporary Seeding | | | 0200 665B001 12.000 TON | 225.00000 2700.00| 328.11000 3937.32| 300.00000 3600.00 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130726042 COUNTIES : SHELBY LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04013 |( 3 ) 01096 |WIREGRASS CONSTRUCTION COMP |DUNN CONSTRUCTION CO., INC. |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 665G000 500.000 EACH| 4.50000 2250.00| 6.56000 3280.00| 6.00000 3000.00 Sand Bags | | | 0220 665J002 1000.000 LF | 3.50000 3500.00| 4.37000 4370.00| 4.00000 4000.00 Silt Fence | | | 0230 665O001 1000.000 LF | 1.00000 1000.00| 1.09000 1090.00| 1.00000 1000.00 Silt Fence Removal | | | 0240 665Q002 500.000 LF | 7.00000 3500.00| 7.66000 3830.00| 7.00000 3500.00 Wattle | | | 0250 666A001 4.000 ACRE| 25.00000 100.00| 116.04000 464.16| 0.00000 0.00 Pest Control Treatment | | | 0260 698A000 LUMP| 42350.00000 42350.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 121,000.00) | | | 0270 701A227 16.000 MILE| 2300.00000 36800.00| 2378.88000 38062.08| 2250.00000 36000.00 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0280 701A230 12.000 MILE| 2300.00000 27600.00| 2378.88000 28546.56| 2250.00000 27000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0290 701A244 2.000 MILE| 1500.00000 3000.00| 1566.58000 3133.16| 1250.00000 2500.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0300 701C002 6.000 MILE| 750.00000 4500.00| 545.40000 3272.40| 450.00000 2700.00 Broken Temporary Traffic Stripe (Paint) | | | 0310 701C003 35.000 MILE| 850.00000 29750.00| 545.40000 19089.00| 550.00000 19250.00 Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 042 -5 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130726042 COUNTIES : SHELBY LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04013 |( 3 ) 01096 |WIREGRASS CONSTRUCTION COMP |DUNN CONSTRUCTION CO., INC. |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701G146 202.000 LF | 5.75000 1161.50| 5.80000 1171.60| 3.00000 606.00 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0330 701G154 202.000 LF | 5.75000 1161.50| 5.80000 1171.60| 3.00000 606.00 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0340 701H001 404.000 LF | 2.00000 808.00| 2.32000 937.28| 0.50000 202.00 Solid Traffic Stripe Removed (Plastic) | | | 0350 703A002 240.000 SQFT| 6.00000 1440.00| 5.80000 1392.00| 3.50000 840.00 Traffic Control Markings, Class 2, Type | | | A | | | 0360 703D002 240.000 SQFT| 3.00000 720.00| 2.32000 556.80| 1.50000 360.00 Temporary Traffic Control Markings | | | (Paint) | | | 0370 705A032 100.000 EACH| 3.50000 350.00| 3.48000 348.00| 3.25000 325.00 Pavement Markers, Class A-H, Type 1-B | | | 0380 705A037 1025.000 EACH| 3.50000 3587.50| 3.48000 3567.00| 3.25000 3331.25 Pavement Markers, Class A-H, Type 2-D | | | 0390 740B000 2061.000 SQFT| 6.50000 13396.50| 6.09000 12551.49| 5.83000 12015.63 Construction Signs | | | 0400 740D000 50.000 EACH| 15.00000 750.00| 33.65000 1682.50| 37.00000 1850.00 Channelizing Drums | | | 0410 740E000 100.000 EACH| 5.00000 500.00| 22.98000 2298.00| 21.00000 2100.00 Cones (36 Inches High) | | | 0420 740M001 100.000 EACH| 1.00000 100.00| 11.49000 1149.00| 10.50000 1050.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 042 -6 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130726042 COUNTIES : SHELBY LETTING DATE : 07/26/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04013 |( 3 ) 01096 |WIREGRASS CONSTRUCTION COMP |DUNN CONSTRUCTION CO., INC. |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 740O000 1.000 EACH| 25000.00000 25000.00| 16540.23000 16540.23| 48500.00000 48500.00 Pilot Car | | | 0440 742A001 2.000 EACH| 2500.00000 5000.00| 2204.82000 4409.64| 1590.00000 3180.00 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 2,278,669.00| $ 2,463,828.23| $ 2,570,419.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,278,669.00| $ 2,463,828.23| $ 2,570,419.22 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20130726045 COUNTIES : AUTAUGA LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPMN-0111(201) for constructing the Widening, Leveling, Resurfacing and Traffic Stripe on CR-85 from the junction of CR-59 to the junction of SR-3 (US-31) north of Prattville. Length 3.671 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01096 APAC MID-SOUTH, INC. $ 498,657.05 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 582,867.50 116.8874% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 611,692.67 122.6680% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20130726045 COUNTIES : AUTAUGA LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 01023 |( 3 ) 23024 |APAC MID-SOUTH, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3100.000 GAL | 2.50000 7750.00| 3.15000 9765.00| 7.75000 24025.00 Tack Coat | | | 0020 407B000 4.000 MILE| 120.00000 480.00| 195.00000 780.00| 139.14000 556.56 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 424A336 2885.000 TON | 65.05000 187669.25| 68.75000 198343.75| 72.67000 209652.95 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0040 424A346 3330.000 TON | 57.90000 192807.00| 61.25000 203962.50| 66.99000 223076.70 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0050 424B648 1420.000 TON | 52.60000 74692.00| 61.00000 86620.00| 58.65000 83283.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 600A000 LUMP| 6625.00000 6625.00| 57400.00000 57400.00| 33822.62000 33822.62 Mobilization | | | 0070 665F000 30.000 EACH| 12.00000 360.00| 12.00000 360.00| 12.12000 363.60 Hay Bales | | | 0080 665J002 80.000 LF | 6.00000 480.00| 6.00000 480.00| 6.06000 484.80 Silt Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20130726045 COUNTIES : AUTAUGA LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 01023 |( 3 ) 23024 |APAC MID-SOUTH, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 665O001 80.000 LF | 3.00000 240.00| 3.00000 240.00| 3.03000 242.40 Silt Fence Removal | | | 0100 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 8000.00000 8000.00 Construction Fuel (Maximum Bid Limited | | | to $ 32,000.00) | | | 0110 701A030 7.000 MILE| 1220.00000 8540.00| 1150.00000 8050.00| 1173.93000 8217.51 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0120 701A034 6.000 MILE| 1220.00000 7320.00| 1150.00000 6900.00| 1173.93000 7043.58 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0130 701A044 1.000 MILE| 855.00000 855.00| 805.00000 805.00| 821.75000 821.75 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0140 701G252 750.000 LF | 5.60000 4200.00| 5.25000 3937.50| 5.36000 4020.00 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) (Rumble Strip) | | | 0150 703A004 242.000 SQFT| 2.65000 641.30| 2.50000 605.00| 2.55000 617.10 Traffic Control Markings, Class 2T, | | | Type A | | | 0160 705A032 80.000 EACH| 2.40000 192.00| 2.25000 180.00| 2.30000 184.00 Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 400.000 EACH| 2.40000 960.00| 2.25000 900.00| 2.30000 920.00 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20130726045 COUNTIES : AUTAUGA LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 01023 |( 3 ) 23024 |APAC MID-SOUTH, INC. |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740B000 195.000 SQFT| 6.90000 1345.50| 7.25000 1413.75| 6.98000 1361.10 Construction Signs | | | 0190 740O000 1.000 EACH| 3500.00000 3500.00| 2125.00000 2125.00| 5000.00000 5000.00 Pilot Car | | | SECTION TOTALS | $ 498,657.05| $ 582,867.50| $ 611,692.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 498,657.05| $ 582,867.50| $ 611,692.67 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20130726048 COUNTIES : BIBB LETTING DATE : 07/26/13 10:00 AM DIVISION : 05 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-0417(201) for constructing the Resurfacing and Traffic Stripe on CR-10 (Marvel Road) from the junction of SR-25 to the junction of CR-65 (Bulldog Bend Road) northeast of Piper. Length 6.232 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,259,141.00 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 1,307,646.34 103.8523% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,345,492.77 106.8580% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20130726048 COUNTIES : BIBB LETTING DATE : 07/26/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( 3 ) 04013 |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. |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 401B108 73300.000 SQYD| 1.40000 102620.00| 1.30000 95290.00| 1.36000 99688.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 5300.000 GAL | 3.50000 18550.00| 3.63000 19239.00| 3.48000 18444.00 Tack Coat | | | 0030 407B000 7.000 MILE| 450.00000 3150.00| 405.28000 2836.96| 306.35000 2144.45 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0040 424A341 7600.000 TON | 62.00000 471200.00| 72.97000 554572.00| 71.64000 544464.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0050 424A347 5000.000 TON | 56.00000 280000.00| 68.72000 343600.00| 71.31000 356550.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 424B640 1200.000 TON | 84.00000 100800.00| 88.41000 106092.00| 114.40000 137280.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 430B043 1700.000 TON | 32.00000 54400.00| 33.01000 56117.00| 23.23000 39491.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20130726048 COUNTIES : BIBB LETTING DATE : 07/26/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( 3 ) 04013 |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 600A000 LUMP| 120000.00000 120000.00| 14200.00000 14200.00| 44308.89000 44308.89 Mobilization | | | 0090 665J002 1000.000 LF | 4.00000 4000.00| 3.54000 3540.00| 4.37000 4370.00 Silt Fence | | | 0100 665O001 1000.000 LF | 1.50000 1500.00| 1.26000 1260.00| 1.64000 1640.00 Silt Fence Removal | | | 0110 698A000 LUMP| 23800.00000 23800.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 68,000.00) | | | 0120 701A030 13.000 MILE| 1400.00000 18200.00| 1364.45000 17737.85| 1421.53000 18479.89 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0130 701A034 13.000 MILE| 1400.00000 18200.00| 1364.45000 17737.85| 1421.53000 18479.89 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0140 701A044 1.000 MILE| 950.00000 950.00| 656.96000 656.96| 995.07000 995.07 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0150 701C000 3.000 MILE| 550.00000 1650.00| 454.82000 1364.46| 435.16000 1305.48 Broken Temporary Traffic Stripe | | | 0160 701C001 37.000 MILE| 650.00000 24050.00| 555.89000 20567.93| 435.16000 16100.92 Solid Temporary Traffic Stripe | | | 0170 703A004 182.000 SQFT| 6.50000 1183.00| 4.04000 735.28| 5.80000 1055.60 Traffic Control Markings, Class 2T, | | | Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20130726048 COUNTIES : BIBB LETTING DATE : 07/26/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01096 |( 3 ) 04013 |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 705A032 66.000 EACH| 3.50000 231.00| 3.54000 233.64| 2.90000 191.40 Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 792.000 EACH| 3.50000 2772.00| 3.54000 2803.68| 2.90000 2296.80 Pavement Markers, Class A-H, Type 2-D | | | 0200 740B000 290.000 SQFT| 6.50000 1885.00| 6.96000 2018.40| 6.96000 2018.40 Construction Signs | | | 0210 740O000 1.000 EACH| 10000.00000 10000.00| 47043.33000 47043.33| 36188.98000 36188.98 Pilot Car | | | SECTION TOTALS | $ 1,259,141.00| $ 1,307,646.34| $ 1,345,492.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,259,141.00| $ 1,307,646.34| $ 1,345,492.77 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20130726049 COUNTIES : CONECUH LETTING DATE : 07/26/13 10:00 AM DIVISION : 09 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1803(201) for constructing the Resurfacing and Traffic Stripe on CR-15 from approximately 0.53 miles north of the junction of George Lee Road to the intersection of SR-12 (US-84) in Belleville. Length 3.800 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01096 APAC MID-SOUTH, INC. $ 371,375.67 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 407,165.00 109.6370% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 422,724.50 113.8267% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20130726049 COUNTIES : CONECUH LETTING DATE : 07/26/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 23011 |( 3 ) 13008 |APAC MID-SOUTH, INC. |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 212A000 201.000 STA | 62.70000 12602.70| 40.00000 8040.00| 24.50000 4924.50 Machine Grading Shoulders | | | 0020 405A000 2600.000 GAL | 2.90000 7540.00| 3.50000 9100.00| 3.75000 9750.00 Tack Coat | | | 0030 407B000 4.000 MILE| 174.00000 696.00| 190.00000 760.00| 200.00000 800.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0040 424A340 4000.000 TON | 63.40000 253600.00| 69.00000 276000.00| 72.25000 289000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0050 424A346 600.000 TON | 64.40000 38640.00| 71.00000 42600.00| 72.25000 43350.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 600A000 LUMP| 14175.27000 14175.27| 15500.00000 15500.00| 25000.00000 25000.00 Mobilization | | | 0070 650A000 1500.000 CUYD| 8.00000 12000.00| 15.50000 23250.00| 12.70000 19050.00 Topsoil | | | 0080 652A100 6.000 ACRE| 670.00000 4020.00| 750.00000 4500.00| 800.00000 4800.00 Seeding | | | 0090 656A010 6.000 ACRE| 440.00000 2640.00| 750.00000 4500.00| 580.00000 3480.00 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20130726049 COUNTIES : CONECUH LETTING DATE : 07/26/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 01096 |( 2 ) 23011 |( 3 ) 13008 |APAC MID-SOUTH, INC. |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 24,000.00) | | | 0110 701A235 6.000 MILE| 2110.60000 12663.60| 2090.00000 12540.00| 2100.00000 12600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0120 701A245 2.000 MILE| 1272.75000 2545.50| 1260.00000 2520.00| 1270.00000 2540.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0130 701C000 2.000 MILE| 530.30000 1060.60| 525.00000 1050.00| 530.00000 1060.00 Broken Temporary Traffic Stripe | | | 0140 701C001 6.000 MILE| 585.00000 3510.00| 580.00000 3480.00| 580.00000 3480.00 Solid Temporary Traffic Stripe | | | 0150 740B000 372.000 SQFT| 6.00000 2232.00| 6.25000 2325.00| 7.50000 2790.00 Construction Signs | | | 0160 740O000 1.000 EACH| 3450.00000 3450.00| 1000.00000 1000.00| 100.00000 100.00 Pilot Car | | | SECTION TOTALS | $ 371,375.67| $ 407,165.00| $ 422,724.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,375.67| $ 407,165.00| $ 422,724.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : 20130726200 COUNTIES : BUTLER LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : SRTS-SR13(913) for constructing the McKenzie School Improvements (Sidewalks and Signs) at various locations as indicated in the plans. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 18079 ROBBIE'S DOZER & CONSTRUCTION SERVICES, LLC $ 74,718.50 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 105,775.00 141.5647% 3 01106 ARRINGTON CURB & EXCAVATION, INC. $ 105,999.82 141.8656% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 200 -2 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : 20130726200 COUNTIES : BUTLER LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 18079 |( 2 ) 08017 |( 3 ) 01106 |ROBBIE'S DOZER & CONST. SER |H & L CONSTRUCTION, INC. |ARRINGTON CURB & EXCAVATION, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C000 10.000 SQYD| 20.00000 200.00| 25.00000 250.00| 150.00000 1500.00 Removing Concrete Sidewalk | | | 0020 210A000 90.000 CUYD| 6.00000 540.00| 75.00000 6750.00| 15.00000 1350.00 Unclassified Excavation | | | 0030 210D021 50.000 CUYD| 11.00000 550.00| 100.00000 5000.00| 18.00000 900.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0040 600A000 LUMP| 7500.00000 7500.00| 4500.00000 4500.00| 15000.00000 15000.00 Mobilization | | | 0050 610D003 35.000 SQYD| 4.00000 140.00| 5.00000 175.00| 6.00000 210.00 Filter Blanket, Geotextile | | | 0060 618A000 800.000 SQYD| 32.00000 25600.00| 50.00000 40000.00| 50.00000 40000.00 Concrete Sidewalk, 4" Thick | | | 0070 652A100 1.000 ACRE| 600.00000 600.00| 2000.00000 2000.00| 500.00000 500.00 Seeding | | | 0080 654A000 425.000 SQYD| 7.00000 2975.00| 5.50000 2337.50| 4.50000 1912.50 Solid Sodding | | | 0090 656A010 1.000 ACRE| 600.00000 600.00| 2000.00000 2000.00| 500.00000 500.00 Mulching | | | 0100 665J002 100.000 LF | 6.00000 600.00| 5.00000 500.00| 4.00000 400.00 Silt Fence | | | 0110 665O001 100.000 LF | 1.00000 100.00| 1.50000 150.00| 2.50000 250.00 Silt Fence Removal | | | 0120 665Q002 50.000 LF | 20.00000 1000.00| 10.00000 500.00| 10.00000 500.00 Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 200 -3 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : 20130726200 COUNTIES : BUTLER LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 18079 |( 2 ) 08017 |( 3 ) 01106 |ROBBIE'S DOZER & CONST. SER |H & L CONSTRUCTION, INC. |ARRINGTON CURB & EXCAVATION, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 674A000 2830.000 LF | 2.85000 8065.50| 5.00000 14150.00| 2.00000 5660.00 Construction Safety Fence | | | 0140 680A001 LUMP| 1500.00000 1500.00| 3500.00000 3500.00| 8700.00000 8700.00 Geometric Controls | | | 0150 703A002 122.000 SQFT| 18.00000 2196.00| 5.25000 640.50| 16.31000 1989.82 Traffic Control Markings, Class 2, Type | | | A | | | 0160 710A115 14.000 SQFT| 20.00000 280.00| 35.00000 490.00| 15.00000 210.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 0170 710A126 19.000 SQFT| 20.00000 380.00| 35.00000 665.00| 15.50000 294.50 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 0180 710B021 28.000 LF | 4.00000 112.00| 20.00000 560.00| 10.00000 280.00 Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 0190 730Y000 LUMP| 9000.00000 9000.00| 8350.00000 8350.00| 10000.00000 10000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | 0200 730Y001 LUMP| 9000.00000 9000.00| 8350.00000 8350.00| 10000.00000 10000.00 Furnishing And Installing Pedestal Pole | | | And Foundation With Flashing Beacon | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 07/26/13 PAGE : 200 -4 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : 20130726200 COUNTIES : BUTLER LETTING DATE : 07/26/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 18079 |( 2 ) 08017 |( 3 ) 01106 |ROBBIE'S DOZER & CONST. SER |H & L CONSTRUCTION, INC. |ARRINGTON CURB & EXCAVATION, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 730Y040 LUMP| 850.00000 850.00| 1100.00000 1100.00| 1500.00000 1500.00 Removal Of Pedestal Pole And Foundation | | | With Flashing Beacon | | | 0220 730Y041 LUMP| 850.00000 850.00| 1100.00000 1100.00| 1500.00000 1500.00 Removal Of Pedestal Pole And Foundation | | | With Flashing Beacon | | | 0230 740B000 88.000 SQFT| 10.00000 880.00| 14.00000 1232.00| 16.50000 1452.00 Construction Signs | | | 0240 740D000 15.000 EACH| 40.00000 600.00| 65.00000 975.00| 55.00000 825.00 Channelizing Drums | | | 0250 740E000 20.000 EACH| 20.00000 400.00| 20.00000 400.00| 15.80000 316.00 Cones (36 Inches High) | | | 0260 740M001 20.000 EACH| 10.00000 200.00| 5.00000 100.00| 12.50000 250.00 Ballast For Cone | | | SECTION TOTALS | $ 74,718.50| $ 105,775.00| $ 105,999.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 74,718.50| $ 105,775.00| $ 105,999.82 ====================================================================================================================================