ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20130628002 COUNTIES : LOWNDES MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 CONTRACT TIME : 03/01/14 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM-I065(437) for constructing the Planing, Resurfacing, Traffic Stripe and Counting Units on I-65 from 0.5 miles south of SR-97 (MP 150.560) to the relief bridge before Pintlala Creek (MP 159.886) near Montgomery. Length 9.325 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 5,467,804.65 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 5,636,021.60 103.0765% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130628002 COUNTIES : LOWNDES MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 5200.000 CUYD| 21.99000 114348.00| 16.00000 83200.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 212A000 2128.000 STA | 22.86000 48646.08| 40.00000 85120.00| Machine Grading Shoulders | | | 0030 405A000 32500.000 GAL | 4.19000 136175.00| 3.00000 97500.00| Tack Coat | | | 0040 407B000 21.000 MILE| 266.47000 5595.87| 250.00000 5250.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408B000 463500.000 SQYD| 0.80000 370800.00| 1.25000 579375.00| Micro-Milling Existing | | | Pavement(Approximately 0.00" Thru 1.00" Thick) | | | | | | 0060 410H000 1.000 EACH| 50000.00000 50000.00| 44200.00000 44200.00| Material Remixing Device | | | 0070 423A003 35900.000 TON | 88.64000 3182176.00| 90.85000 3261515.00| Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0080 424A280 2700.000 TON | 70.69000 190863.00| 84.70000 228690.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130628002 COUNTIES : LOWNDES MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 424A285 300.000 TON | 70.00000 21000.00| 58.00000 17400.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0100 424A286 400.000 TON | 65.35000 26140.00| 64.00000 25600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0110 424A360 12900.000 TON | 64.76000 835404.00| 68.60000 884940.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0120 428C000 212800.000 LF | 0.10000 21280.00| 0.10000 21280.00| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0130 600A000 LUMP| 188000.00000 188000.00| 121600.00000 121600.00| Mobilization | | | 0140 610D003 350.000 SQYD| 1.07000 374.50| 5.00000 1750.00| Filter Blanket, Geotextile | | | 0150 652A100 20.000 ACRE| 959.37000 19187.40| 590.00000 11800.00| Seeding | | | 0160 656A010 20.000 ACRE| 213.19000 4263.80| 390.00000 7800.00| Mulching | | | 0170 665A000 20.000 ACRE| 106.60000 2132.00| 15.00000 300.00| Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130628002 COUNTIES : LOWNDES MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 665B001 60.000 TON | 106.60000 6396.00| 210.00000 12600.00| Temporary Mulching | | | 0190 665F000 200.000 EACH| 8.53000 1706.00| 1.00000 200.00| Hay Bales | | | 0200 665G000 100.000 EACH| 5.33000 533.00| 4.00000 400.00| Sand Bags | | | 0210 665J002 2000.000 LF | 2.93000 5860.00| 2.90000 5800.00| Silt Fence | | | 0220 665O001 2000.000 LF | 0.53000 1060.00| 0.35000 700.00| Silt Fence Removal | | | 0230 665Q002 500.000 LF | 6.40000 3200.00| 7.50000 3750.00| Wattle | | | 0240 666A001 20.000 ACRE| 0.01000 0.20| 1.00000 20.00| Pest Control Treatment | | | 0250 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 316,000.00) | | | 0260 701C000 38.000 MILE| 596.94000 22683.72| 595.00000 22610.00| Broken Temporary Traffic Stripe | | | 0270 701C001 64.000 MILE| 618.26000 39568.64| 615.20000 39372.80| Solid Temporary Traffic Stripe | | | 0280 703D001 1076.000 SQFT| 0.53000 570.28| 0.55000 591.80| Temporary Traffic Control Markings | | | 0290 731A000 4.000 EACH| 6137.29000 24549.16| 5530.00000 22120.00| Traffic Counting Units, Type A | | | 0300 740B000 3347.000 SQFT| 6.40000 21420.80| 6.40000 21420.80| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20130628002 COUNTIES : LOWNDES MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740C000 33.000 SQFT| 6.40000 211.20| 6.40000 211.20| Special Construction Signs | | | 0320 740D000 500.000 EACH| 73.88000 36940.00| 1.00000 500.00| Channelizing Drums | | | 0330 740E000 250.000 EACH| 21.80000 5450.00| 1.00000 250.00| Cones (36 Inches High) | | | 0340 740M001 250.000 EACH| 9.08000 2270.00| 0.50000 125.00| Ballast For Cone | | | 0350 741C010 2.000 EACH| 5500.00000 11000.00| 5015.00000 10030.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0360 742A001 4.000 EACH| 17000.00000 68000.00| 4500.00000 18000.00| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 5,467,804.65| $ 5,636,021.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,467,804.65| $ 5,636,021.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20130628005 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 CONTRACT TIME : 05/01/15 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : STPBHF-I059(355) for constructing the I-20/59 Lighting (Phase 1A) from 3700 feet east of the Elton B. Stephens Expressway Interchange to 2000 feet east of the I-20/59 split in Birmingham. Length 3.522 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 19083 STONE & SONS ELECTRICAL CONTRACTORS, INC. $ 2,791,197.00 100.0000% 2 23086 WEBSTER ELECTRIC COMPANY OF MISSISSIPPI, INC $ 2,868,168.36 102.7576% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130628005 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 23086 |( ) |STONE & SONS ELECTRICAL CON |WEBSTER ELECTRIC COMPANY OF | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 3250.00000 3250.00| 4000.00000 4000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 1 acre) | | | | | | 0020 600A000 LUMP| 280537.57000 280537.57| 200125.00000 200125.00| Mobilization | | | 0030 610D003 278.000 SQYD| 5.81000 1615.18| 6.80000 1890.40| Filter Blanket, Geotextile | | | 0040 665A000 1.000 ACRE| 1161.60000 1161.60| 310.00000 310.00| Temporary Seeding | | | 0050 665B001 3.000 TON | 580.80000 1742.40| 620.00000 1860.00| Temporary Mulching | | | 0060 665G000 100.000 EACH| 7.26000 726.00| 6.20000 620.00| Sand Bags | | | 0070 665J002 7000.000 LF | 4.72000 33040.00| 3.70000 25900.00| Silt Fence | | | 0080 665N000 40.000 TON | 27.96000 1118.40| 144.00000 5760.00| Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0090 665O001 7000.000 LF | 1.32000 9240.00| 0.50000 3500.00| Silt Fence Removal | | | 0100 665Q002 500.000 LF | 10.65000 5325.00| 8.70000 4350.00| Wattle | | | 0110 680A001 LUMP| 11240.00000 11240.00| 9700.00000 9700.00| Geometric Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130628005 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 23086 |( ) |STONE & SONS ELECTRICAL CON |WEBSTER ELECTRIC COMPANY OF | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 698A000 LUMP| 2500.00000 2500.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 245,000.00) | | | 0130 740B000 2510.000 SQFT| 13.02000 32680.20| 7.52000 18875.20| Construction Signs | | | 0135 740C000 33.000 SQFT| 13.02000 429.66| 7.52000 248.16| Special Construction Signs | | | 0140 740D000 275.000 EACH| 65.00000 17875.00| 40.00000 11000.00| Channelizing Drums | | | 0150 740F002 4.000 EACH| 250.00000 1000.00| 220.00000 880.00| Barricades, Type III | | | 0160 740I002 2.000 EACH| 450.00000 900.00| 220.00000 440.00| Warning Lights, Type B | | | 0170 741C010 2.000 EACH| 4000.00000 8000.00| 3700.00000 7400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0180 742A001 6.000 EACH| 7937.00000 47622.00| 8200.00000 49200.00| Portable Changeable Message Sign, Type | | | 0190 750B437 102.000 EACH| 2624.00000 267648.00| 2800.00000 285600.00| Roadway Luminaire Assembly With One, | | | Modified Cobra Head, 250 Watt Luminaires | | | 0200 750B438 199.000 EACH| 2835.00000 564165.00| 3200.00000 636800.00| Roadway Luminaire Assembly with One, | | | Modified Cobra Head, 400 Watt Luminiare | | | 0210 750B443 19.000 EACH| 3071.00000 58349.00| 3800.00000 72200.00| Roadway Luminaire Assembly with Two, | | | Modified Cobra Head, 400 Watt Luminaires | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130628005 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 23086 |( ) |STONE & SONS ELECTRICAL CON |WEBSTER ELECTRIC COMPANY OF | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 750B500 27.000 EACH| 1326.00000 35802.00| 1724.00000 46548.00| Roadway Luminaire Assembly with One, | | | Segmented Reflector Underpass Pendant, 150 Watt Luminaire | | | | | | 0230 750C010 285.000 EACH| 1260.00000 359100.00| 1460.00000 416100.00| Pole Foundation,Roadway | | | 0240 750D200 70.000 EACH| 355.00000 24850.00| 650.00000 45500.00| Electrical Junction Box,Type 1 | | | 0250 750E123 3785.000 LF | 10.98000 41559.30| 13.10000 49583.50| Conduit, 3/4 Inch, Rigid Metallic | | | 0260 750E125 4650.000 LF | 16.95000 78817.50| 16.70000 77655.00| Conduit, 1 1/4 Inch, Rigid Metallic | | | 0270 750E126 3800.000 LF | 18.49000 70262.00| 17.40000 66120.00| Conduit, 1 1/2 Inch, Rigid Metallic | | | 0280 750F022 11750.000 LF | 0.65000 7637.50| 0.53000 6227.50| Conductor, #10 AWG | | | 0290 750F024 17322.000 LF | 1.06000 18361.32| 1.00000 17322.00| Conductor, #6 AWG | | | 0300 750F025 8000.000 LF | 1.54000 12320.00| 1.40000 11200.00| Conductor, #4 AWG | | | 0310 750F026 1400.000 LF | 2.08000 2912.00| 2.00000 2800.00| Conductor, #2 AWG | | | 0320 750G010 30600.000 LF | 5.88000 179928.00| 6.20000 189720.00| Combined Duct And Cable,2 #6 AWG/ 1 #6 | | | AWG GND | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130628005 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 23086 |( ) |STONE & SONS ELECTRICAL CON |WEBSTER ELECTRIC COMPANY OF | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 750G011 16565.000 LF | 6.93000 114795.45| 7.04000 116617.60| Combined Duct And Cable,2 #4 AWG/ 1#6 | | | AWG GND | | | 0340 750G012 1840.000 LF | 7.94000 14609.60| 8.10000 14904.00| Combined Duct And Cable, 4 #6 AWG/ 1 #6 | | | AWG GND | | | 0350 750G014 295.000 LF | 10.38000 3062.10| 12.00000 3540.00| Combined Duct And Cable, 6 #6 AWG/ 1 | | | #6AWG GND | | | 0360 750G022 305.000 LF | 10.57000 3223.85| 12.00000 3660.00| Combined Duct And Cable, 4 #4 AWG/ 1 #6 | | | AWG GND | | | 0370 750G030 10350.000 LF | 8.67000 89734.50| 8.23000 85180.50| Combined Duct and Cable, 2 #2 AWG/ 1 #6 | | | AWG GND | | | 0380 750G032 1915.000 LF | 12.43000 23803.45| 13.30000 25469.50| Combined Duct and Cable, 4 #2 AWG/ 1 #6 | | | AWG GND | | | 0390 750H005 4.000 EACH| 1740.00000 6960.00| 3685.00000 14740.00| Service Pole | | | 0400 750I005 4.000 EACH| 9860.00000 39440.00| 20224.00000 80896.00| Lighting Control Center | | | 0410 751J006 212.000 EACH| 385.00000 81620.00| 360.00000 76320.00| Remove Luminaire Pole Foundation, | | | Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20130628005 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19083 |( 2 ) 23086 |( ) |STONE & SONS ELECTRICAL CON |WEBSTER ELECTRIC COMPANY OF | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 751L002 4.000 EACH| 385.00000 1540.00| 608.00000 2432.00| Remove Lighting Control Center, 6 | | | Circuit | | | 0430 751L015 4.000 EACH| 300.00000 1200.00| 250.00000 1000.00| Remove Service Pole | | | 0440 751L025 247.000 EACH| 250.00000 61750.00| 160.00000 39520.00| Remove Roadway Luminaire Assembly | | | 0450 751M000 LUMP| 9655.00000 9655.00| 24543.00000 24543.00| Remove Conductors | | | 0460 751M002 LUMP| 30893.62000 30893.62| 34491.00000 34491.00| Remove Conductors and Conduits | | | 0470 756A022 2920.000 LF | 35.19000 102754.80| 21.00000 61320.00| 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 0480 756A028 470.000 LF | 52.00000 24440.00| 30.00000 14100.00| 6" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 2,791,197.00| $ 2,868,168.36| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,791,197.00| $ 2,868,168.36| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACBRZ58307- ATRP(001) for constructing the Bridge Replacement and Approaches on CR-71 (College Avenue) over Rock Creek in Robertsdale. Length 0.183 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 07050 GULF EQUIPMENT CORPORATION $ 498,301.20 100.0000% 2 16050 POPE CONTRACTING, INC. $ 525,203.50 105.3988% 3 06001 F & W CONSTRUCTION COMPANY, INC. $ 528,244.50 106.0091% 4 13125 MCINNIS CONSTRUCTION, LLC $ 580,628.53 116.5216% 5 13021 MURPHREE BRIDGE CORPORATION $ 593,936.34 119.1922% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 16050 |( 3 ) 06001 |GULF EQUIPMENT CORPORATION |POPE CONTRACTING, INC. |F & W CONSTRUCTION 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| 17022.00000 17022.00| 15000.00000 15000.00| 80000.00000 80000.00 Removal Of Old Bridge, Station 14+68.14 | | | 0020 206C000 109.000 SQYD| 10.40000 1133.60| 5.25000 572.25| 20.00000 2180.00 Removing Concrete Sidewalk | | | 0030 206D000 75.000 LF | 9.60000 720.00| 6.00000 450.00| 15.00000 1125.00 Removing Pipe | | | 0040 206D001 247.000 LF | 2.20000 543.40| 2.50000 617.50| 20.00000 4940.00 Removing Guardrail | | | 0050 210A000 640.000 CUYD| 7.70000 4928.00| 10.00000 6400.00| 7.50000 4800.00 Unclassified Excavation | | | 0060 210D012 1400.000 CUYD| 12.60000 17640.00| 14.00000 19600.00| 15.00000 21000.00 Borrow Excavation (A-2-4(0) Or A-4(0)) | | | 0070 210E000 50.000 CUYD| 20.80000 1040.00| 14.00000 700.00| 25.00000 1250.00 Borrow Excavation (Underwater Backfill) | | | 0080 230A000 9.000 RBST| 436.60000 3929.40| 230.00000 2070.00| 500.00000 4500.00 Roadbed Processing | | | 0090 301A012 1120.000 SQYD| 13.20000 14784.00| 18.00000 20160.00| 18.55000 20776.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 2528.000 SQYD| 1.00000 2528.00| 1.50000 3792.00| 1.00000 2528.00 Bituminous Treatment A | | | 0110 405A000 127.000 GAL | 3.80000 482.60| 5.50000 698.50| 4.00000 508.00 Tack Coat | | | 0120 407B000 1.000 MILE| 216.00000 216.00| 475.00000 475.00| 500.00000 500.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 16050 |( 3 ) 06001 |GULF EQUIPMENT CORPORATION |POPE CONTRACTING, INC. |F & W CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424A360 188.000 TON | 102.60000 19288.80| 99.00000 18612.00| 90.00000 16920.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 424B651 394.000 TON | 86.40000 34041.60| 95.50000 37627.00| 85.00000 33490.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0150 424B659 25.000 TON | 102.60000 2565.00| 98.50000 2462.50| 85.00000 2125.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0160 502A001 3228.000 LB | 1.50000 4842.00| 1.25000 4035.00| 2.00000 6456.00 Steel Reinforcement (Grade 60) | | | 0170 505A015 2.000 EACH| 4484.50000 8969.00| 6550.00000 13100.00| 15000.00000 30000.00 Concrete Test Piles (14 Inches Square) | | | 0180 505B045 2.000 EACH| 2181.90000 4363.80| 11500.00000 23000.00| 1500.00000 3000.00 Static Loading Tests (14 Inches Square) | | | 0190 505B075 2.000 EACH| 2181.90000 4363.80| 700.00000 1400.00| 1500.00000 3000.00 Dynamic Loading Tests (14 Inches Square | | | 0200 505N000 899.000 LF | 50.10000 45039.90| 77.50000 69672.50| 40.00000 35960.00 Concrete Piling Furnished (14 Inches | | | Square) | | | 0210 505O000 899.000 LF | 0.01000 8.99| 1.00000 899.00| 5.00000 4495.00 Concrete Piling Driven (14 Inches | | | Square) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -4 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 16050 |( 3 ) 06001 |GULF EQUIPMENT CORPORATION |POPE CONTRACTING, INC. |F & W CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 507A000 2.000 EACH| 5263.40000 10526.80| 3780.00000 7560.00| 4500.00000 9000.00 Wire Rope Abutment Anchor Assembly | | | 0230 508A000 78.000 LB | 18.40000 1435.20| 6.00000 468.00| 20.00000 1560.00 Structural Steel | | | 0240 510A000 20.000 CUYD| 1100.00000 22000.00| 600.00000 12000.00| 500.00000 10000.00 Bridge Substructure Concrete, Class A | | | 0250 511A000 27.000 EACH| 126.80000 3423.60| 110.00000 2970.00| 150.00000 4050.00 Elastomeric Bearing Type 1 | | | 0260 512C004 12.000 EACH| 3700.80000 44409.60| 3795.00000 45540.00| 3300.00000 39600.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0270 512C007 4.000 EACH| 3821.40000 15285.60| 3910.00000 15640.00| 3450.00000 13800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long | | | 0280 512D002 4.000 EACH| 4028.70000 16114.80| 4105.00000 16420.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0290 512E012 8.000 EACH| 1088.00000 8704.00| 582.40000 4659.20| 350.00000 2800.00 Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | 0300 512E014 8.000 EACH| 1178.50000 9428.00| 667.75000 5342.00| 400.00000 3200.00 Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0310 512F001 2.000 EACH| 2620.80000 5241.60| 792.25000 1584.50| 500.00000 1000.00 Precast Concrete Wing Panels, Type W2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -5 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 16050 |( 3 ) 06001 |GULF EQUIPMENT CORPORATION |POPE CONTRACTING, INC. |F & W CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 512F002 2.000 EACH| 2922.30000 5844.60| 934.30000 1868.60| 450.00000 900.00 Precast Concrete Wing Panels, Type W3 | | | 0330 512F010 2.000 EACH| 990.80000 1981.60| 490.75000 981.50| 500.00000 1000.00 Precast Concrete Wing Panels, Type W2 | | | (Special) | | | 0340 512F011 2.000 EACH| 1049.60000 2099.20| 546.50000 1093.00| 450.00000 900.00 Precast Concrete Wing Panels, Type W3 | | | (Special) | | | 0350 512G001 2.000 EACH| 1355.60000 2711.20| 940.00000 1880.00| 400.00000 800.00 Precast Concrete Abutment Wing Cap | | | Panels (Special) | | | 0360 512G005 2.000 EACH| 967.40000 1934.80| 521.25000 1042.50| 400.00000 800.00 Precast Concrete Abutment Wing Cap | | | Panels (Modified) | | | 0370 600A000 LUMP| 63104.40000 63104.40| 55000.00000 55000.00| 50000.00000 50000.00 Mobilization . | | | 0380 610A004 439.000 SQYD| 64.30000 28227.70| 70.00000 30730.00| 50.00000 21950.00 Loose Riprap,Class 2,24" Thick | | | 0390 610D003 469.000 SQYD| 1.80000 844.20| 3.00000 1407.00| 3.00000 1407.00 Filter Blanket, Geotextile | | | 0400 618A000 125.000 SQYD| 56.20000 7025.00| 55.00000 6875.00| 57.62000 7202.50 Concrete Sidewalk, 4" Thick | | | 0410 619B337 2.000 EACH| 1819.50000 3639.00| 700.00000 1400.00| 1960.50000 3921.00 18" Span, 11" Rise Side Drain Pipe End | | | Treatment, Class 1 (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -6 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 16050 |( 3 ) 06001 |GULF EQUIPMENT CORPORATION |POPE CONTRACTING, INC. |F & W CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 630A001 50.000 LF | 19.40000 970.00| 21.00000 1050.00| 17.00000 850.00 Steel Beam Guardrail, Class A, Type 2 | | | 0430 630C003 4.000 EACH| 1836.00000 7344.00| 1970.00000 7880.00| 1600.00000 6400.00 Guardrail End Anchor, Type 13 | | | 0440 630C050 4.000 EACH| 2160.00000 8640.00| 2315.00000 9260.00| 2150.00000 8600.00 Guardrail End Anchor, Type 20 Series | | | 0450 650A000 300.000 CUYD| 11.30000 3390.00| 16.25000 4875.00| 25.00000 7500.00 Topsoil | | | 0460 652A100 1.000 ACRE| 1052.90000 1052.90| 1740.00000 1740.00| 1500.00000 1500.00 Seeding | | | 0470 654A001 450.000 SQYD| 3.70000 1665.00| 8.50000 3825.00| 5.00000 2250.00 Solid Sodding (Bermuda) | | | 0480 656A010 1.000 ACRE| 1231.50000 1231.50| 1625.00000 1625.00| 1500.00000 1500.00 Mulching | | | 0490 665A000 1.000 ACRE| 784.70000 784.70| 930.00000 930.00| 800.00000 800.00 Temporary Seeding | | | 0500 665B001 2.000 TON | 1231.60000 2463.20| 580.00000 1160.00| 900.00000 1800.00 Temporary Mulching | | | 0510 665I000 60.000 TON | 60.20000 3612.00| 70.00000 4200.00| 75.00000 4500.00 Temporary Riprap, Class 2 | | | 0520 665J002 1986.000 LF | 3.40000 6752.40| 6.00000 11916.00| 3.00000 5958.00 Silt Fence | | | 0530 665L000 360.000 LF | 11.20000 4032.00| 12.75000 4590.00| 11.00000 3960.00 Floating Basin Boom | | | 0540 665O001 1986.000 LF | 0.40000 794.40| 1.45000 2879.70| 1.00000 1986.00 Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -7 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 16050 |( 3 ) 06001 |GULF EQUIPMENT CORPORATION |POPE CONTRACTING, INC. |F & W CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 665Q002 120.000 LF | 6.70000 804.00| 7.00000 840.00| 10.00000 1200.00 Wattle | | | 0560 666A001 1.000 ACRE| 22.70000 22.70| 250.00000 250.00| 500.00000 500.00 Pest Control Treatment | | | 0570 680A001 LUMP| 2888.60000 2888.60| 1500.00000 1500.00| 5000.00000 5000.00 Geometric Controls | | | 0580 698A000 LUMP| 0.01000 0.01| 0.00000 0.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | to $ 12,000.00) | | | 0590 701G146 136.000 LF | 5.70000 775.20| 5.80000 788.80| 5.00000 680.00 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0600 701G154 136.000 LF | 5.70000 775.20| 5.80000 788.80| 5.00000 680.00 Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0610 701G253 1814.000 LF | 1.00000 1814.00| 1.05000 1904.70| 0.90000 1632.60 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0620 701G265 1814.000 LF | 1.00000 1814.00| 1.05000 1904.70| 0.90000 1632.60 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0630 740B000 101.000 SQFT| 6.80000 686.80| 8.75000 883.75| 5.20000 525.20 Construction Signs | | | 0640 740C000 98.000 SQFT| 10.20000 999.60| 8.75000 857.50| 5.20000 509.60 Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -8 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 16050 |( 3 ) 06001 |GULF EQUIPMENT CORPORATION |POPE CONTRACTING, INC. |F & W CONSTRUCTION COMPANY, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 740F002 10.000 EACH| 187.60000 1876.00| 225.00000 2250.00| 62.00000 620.00 Barricades, Type III | | | 0660 740I002 6.000 EACH| 113.70000 682.20| 250.00000 1500.00| 36.00000 216.00 Warning Lights, Type B | | | SECTION TOTALS | $ 498,301.20| $ 525,203.50| $ 528,244.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 498,301.20| $ 525,203.50| $ 528,244.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -9 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13125 |( 5 ) 13021 |( ) |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 206A000 LUMP| 25000.00000 25000.00| 37600.00000 37600.00| Removal Of Old Bridge, Station 14+68.14 | | | 0020 206C000 109.000 SQYD| 4.67000 509.03| 4.25000 463.25| Removing Concrete Sidewalk | | | 0030 206D000 75.000 LF | 8.79000 659.25| 8.00000 600.00| Removing Pipe | | | 0040 206D001 247.000 LF | 5.49000 1356.03| 5.00000 1235.00| Removing Guardrail | | | 0050 210A000 640.000 CUYD| 7.14000 4569.60| 6.50000 4160.00| Unclassified Excavation | | | 0060 210D012 1400.000 CUYD| 9.34000 13076.00| 8.50000 11900.00| Borrow Excavation (A-2-4(0) Or A-4(0)) | | | 0070 210E000 50.000 CUYD| 137.36000 6868.00| 125.00000 6250.00| Borrow Excavation (Underwater Backfill) | | | 0080 230A000 9.000 RBST| 494.51000 4450.59| 450.00000 4050.00| Roadbed Processing | | | 0090 301A012 1120.000 SQYD| 16.76000 18771.20| 15.25000 17080.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 2528.000 SQYD| 1.15000 2907.20| 1.00000 2528.00| Bituminous Treatment A | | | 0110 405A000 127.000 GAL | 5.49000 697.23| 4.00000 508.00| Tack Coat | | | 0120 407B000 1.000 MILE| 714.29000 714.29| 500.00000 500.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -10 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13125 |( 5 ) 13021 |( ) |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424A360 188.000 TON | 104.40000 19627.20| 90.00000 16920.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 424B651 394.000 TON | 101.10000 39833.40| 85.00000 33490.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0150 424B659 25.000 TON | 120.88000 3022.00| 85.00000 2125.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0160 502A001 3228.000 LB | 2.00000 6456.00| 1.50000 4842.00| Steel Reinforcement (Grade 60) | | | 0170 505A015 2.000 EACH| 3000.00000 6000.00| 10000.00000 20000.00| Concrete Test Piles (14 Inches Square) | | | 0180 505B045 2.000 EACH| 5000.00000 10000.00| 5000.00000 10000.00| Static Loading Tests (14 Inches Square) | | | 0190 505B075 2.000 EACH| 5000.00000 10000.00| 1000.00000 2000.00| Dynamic Loading Tests (14 Inches Square | | | 0200 505N000 899.000 LF | 45.00000 40455.00| 50.00000 44950.00| Concrete Piling Furnished (14 Inches | | | Square) | | | 0210 505O000 899.000 LF | 10.00000 8990.00| 1.00000 899.00| Concrete Piling Driven (14 Inches | | | Square) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -11 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13125 |( 5 ) 13021 |( ) |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 507A000 2.000 EACH| 3000.00000 6000.00| 2500.00000 5000.00| Wire Rope Abutment Anchor Assembly | | | 0230 508A000 78.000 LB | 5.00000 390.00| 5.00000 390.00| Structural Steel | | | 0240 510A000 20.000 CUYD| 1400.00000 28000.00| 1500.00000 30000.00| Bridge Substructure Concrete, Class A | | | 0250 511A000 27.000 EACH| 120.00000 3240.00| 150.00000 4050.00| Elastomeric Bearing Type 1 | | | 0260 512C004 12.000 EACH| 4000.00000 48000.00| 6815.00000 81780.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0270 512C007 4.000 EACH| 4000.00000 16000.00| 7065.00000 28260.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long | | | 0280 512D002 4.000 EACH| 3800.00000 15200.00| 7495.00000 29980.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0290 512E012 8.000 EACH| 1200.00000 9600.00| 585.00000 4680.00| Precast Concrete Abutment Panels, Type | | | A2, 7'-4" Long | | | 0300 512E014 8.000 EACH| 1200.00000 9600.00| 770.00000 6160.00| Precast Concrete Abutment Panels, Type | | | A3, 7'-4" Long | | | 0310 512F001 2.000 EACH| 1400.00000 2800.00| 1045.00000 2090.00| Precast Concrete Wing Panels, Type W2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -12 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13125 |( 5 ) 13021 |( ) |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 512F002 2.000 EACH| 1800.00000 3600.00| 1355.00000 2710.00| Precast Concrete Wing Panels, Type W3 | | | 0330 512F010 2.000 EACH| 1400.00000 2800.00| 320.00000 640.00| Precast Concrete Wing Panels, Type W2 | | | (Special) | | | 0340 512F011 2.000 EACH| 1800.00000 3600.00| 420.00000 840.00| Precast Concrete Wing Panels, Type W3 | | | (Special) | | | 0350 512G001 2.000 EACH| 1000.00000 2000.00| 1140.00000 2280.00| Precast Concrete Abutment Wing Cap | | | Panels (Special) | | | 0360 512G005 2.000 EACH| 1000.00000 2000.00| 335.00000 670.00| Precast Concrete Abutment Wing Cap | | | Panels (Modified) | | | 0370 600A000 LUMP| 61930.00000 61930.00| 68683.08000 68683.08| Mobilization . | | | 0380 610A004 439.000 SQYD| 71.43000 31357.77| 65.00000 28535.00| Loose Riprap,Class 2,24" Thick | | | 0390 610D003 469.000 SQYD| 4.40000 2063.60| 4.00000 1876.00| Filter Blanket, Geotextile | | | 0400 618A000 125.000 SQYD| 35.66000 4457.50| 32.00000 4000.00| Concrete Sidewalk, 4" Thick | | | 0410 619B337 2.000 EACH| 1648.35000 3296.70| 850.00000 1700.00| 18" Span, 11" Rise Side Drain Pipe End | | | Treatment, Class 1 (Double Line) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -13 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13125 |( 5 ) 13021 |( ) |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 630A001 50.000 LF | 27.47000 1373.50| 17.00000 850.00| Steel Beam Guardrail, Class A, Type 2 | | | 0430 630C003 4.000 EACH| 2197.80000 8791.20| 1600.00000 6400.00| Guardrail End Anchor, Type 13 | | | 0440 630C050 4.000 EACH| 2637.36000 10549.44| 2150.00000 8600.00| Guardrail End Anchor, Type 20 Series | | | 0450 650A000 300.000 CUYD| 12.64000 3792.00| 11.50000 3450.00| Topsoil | | | 0460 652A100 1.000 ACRE| 1428.57000 1428.57| 1300.00000 1300.00| Seeding | | | 0470 654A001 450.000 SQYD| 4.67000 2101.50| 4.25000 1912.50| Solid Sodding (Bermuda) | | | 0480 656A010 1.000 ACRE| 1263.74000 1263.74| 1150.00000 1150.00| Mulching | | | 0490 665A000 1.000 ACRE| 1043.96000 1043.96| 950.00000 950.00| Temporary Seeding | | | 0500 665B001 2.000 TON | 659.34000 1318.68| 600.00000 1200.00| Temporary Mulching | | | 0510 665I000 60.000 TON | 74.73000 4483.80| 68.00000 4080.00| Temporary Riprap, Class 2 | | | 0520 665J002 1986.000 LF | 3.57000 7090.02| 3.25000 6454.50| Silt Fence | | | 0530 665L000 360.000 LF | 10.99000 3956.40| 10.00000 3600.00| Floating Basin Boom | | | 0540 665O001 1986.000 LF | 1.10000 2184.60| 1.00000 1986.00| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -14 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13125 |( 5 ) 13021 |( ) |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 665Q002 120.000 LF | 5.33000 639.60| 4.85000 582.00| Wattle | | | 0560 666A001 1.000 ACRE| 934.07000 934.07| 1.00000 1.00| Pest Control Treatment | | | 0570 680A001 LUMP| 24340.66000 24340.66| 12300.00000 12300.00| Geometric Controls | | | 0580 698A000 LUMP| 10000.00000 10000.00| 6200.01000 6200.01| Construction Fuel (Maximum Bid Limited | | | to $ 12,000.00) | | | 0590 701G146 136.000 LF | 6.04000 821.44| 5.00000 680.00| Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0600 701G154 136.000 LF | 6.04000 821.44| 5.00000 680.00| Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0610 701G253 1814.000 LF | 1.10000 1995.40| 0.90000 1632.60| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0620 701G265 1814.000 LF | 1.10000 1995.40| 0.90000 1632.60| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0630 740B000 101.000 SQFT| 17.58000 1775.58| 5.20000 525.20| Construction Signs | | | 0640 740C000 98.000 SQFT| 24.18000 2369.64| 5.20000 509.60| Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 015 -15 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20130628015 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13125 |( 5 ) 13021 |( ) |MCINNIS CONSTRUCTION, LLC |MURPHREE BRIDGE CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 740F002 10.000 EACH| 467.03000 4670.30| 62.00000 620.00| Barricades, Type III | | | 0660 740I002 6.000 EACH| 165.00000 990.00| 36.00000 216.00| Warning Lights, Type B | | | SECTION TOTALS | $ 580,628.53| $ 593,936.34| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 580,628.53| $ 593,936.34| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20130628017 COUNTIES : COFFEE LETTING DATE : 06/28/13 10:00 AM DIVISION : 07 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNU59986-ATRP(001) for constructing the Planing, Resurfacing, and Traffic ACNU58510-ATRP(001) Stripe on Various Routes as indicated in the plans. Length ACNU58512-ATRP(001) 26.659 mi. OTHERS ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 3,970,239.68 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 4,622,968.92 116.4406% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130628017 COUNTIES : COFFEE LETTING DATE : 06/28/13 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 13900.000 CUYD| 9.52000 132328.00| 11.64000 161796.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 212A000 2814.000 STA | 46.20000 130006.80| 51.56000 145089.84| Machine Grading Shoulders | | | 0030 401A004 332352.000 SQYD| 1.15000 382204.80| 1.36000 451998.72| Bituminous Treatment E | | | 0040 405A000 2754.000 GAL | 12.19000 33571.26| 1.61000 4433.94| Tack Coat | | | 0050 407B000 31.000 MILE| 325.00000 10075.00| 569.91000 17667.21| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0060 408A052 227.000 SQYD| 6.25000 1418.75| 35.18000 7985.86| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 410H000 1.000 EACH| 99400.00000 99400.00| 69000.00000 69000.00| Material Remixing Device | | | 0080 424A341 26263.000 TON | 75.35000 1978917.05| 89.03000 2338194.89| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0090 424A346 2082.000 TON | 86.27000 179614.14| 93.38000 194417.16| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130628017 COUNTIES : COFFEE LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 424A361 2546.000 TON | 74.22000 188964.12| 94.86000 241513.56| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0110 424A366 882.000 TON | 76.61000 67570.02| 94.52000 83366.64| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0120 424B641 913.000 TON | 130.21000 118881.73| 149.00000 136037.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0130 424B656 466.000 TON | 126.67000 59028.22| 150.76000 70254.16| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 600A000 LUMP| 234900.00000 234900.00| 229000.00000 229000.00| Mobilization | | | 0150 630C003 4.000 EACH| 1612.81000 6451.24| 1772.73000 7090.92| Guardrail End Anchor, Type 13 | | | 0160 630C050 4.000 EACH| 2066.41000 8265.64| 2271.31000 9085.24| Guardrail End Anchor, Type 20 Series | | | 0170 631F001 200.000 LF | 18.14000 3628.00| 19.94000 3988.00| Steel Beam Guardrail, Class A, Type 2 | | | Relocated | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130628017 COUNTIES : COFFEE LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 631G009 8.000 EACH| 1008.01000 8064.08| 1107.96000 8863.68| Guardrail End Anchor, Type 10 Series | | | Relocated | | | 0190 652A100 54.000 ACRE| 539.28000 29121.12| 775.57000 41880.78| Seeding | | | 0200 656A010 54.000 ACRE| 403.20000 21772.80| 587.22000 31709.88| Mulching | | | 0210 665F000 425.000 EACH| 2.02000 858.50| 2.94000 1249.50| Hay Bales | | | 0220 665J002 7840.000 LF | 1.51000 11838.40| 1.99000 15601.60| Silt Fence | | | 0230 665O001 7840.000 LF | 0.40000 3136.00| 0.01000 78.40| Silt Fence Removal | | | 0240 698A000 LUMP| 0.00000 0.00| 86500.00000 86500.00| Construction Fuel (Maximum Bid Limited | | | to $ 184,800.00) | | | 0250 701A231 56.000 MILE| 1908.78000 106891.68| 1972.16000 110440.96| Solid White, Class 2, Type A Traffic | | | Stripe | | | 0260 701A235 37.000 MILE| 1908.78000 70624.86| 1972.16000 72969.92| Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0270 701A245 13.000 MILE| 1018.73000 13243.49| 1052.56000 13683.28| Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 017 -5 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20130628017 COUNTIES : COFFEE LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 701C000 29.000 MILE| 428.94000 12439.26| 443.18000 12852.22| Broken Temporary Traffic Stripe | | | 0290 701C001 83.000 MILE| 428.94000 35602.02| 443.18000 36783.94| Solid Temporary Traffic Stripe | | | 0300 703A002 1237.000 SQFT| 3.00000 3711.00| 3.10000 3834.70| Traffic Control Markings, Class 2, Type | | | A | | | 0310 703B002 46.000 SQFT| 3.22000 148.12| 3.32000 152.72| Traffic Control Legends, Class 2, Type | | | 0320 703D001 1237.000 SQFT| 0.43000 531.91| 0.44000 544.28| Temporary Traffic Control Markings | | | 0330 740B000 1417.000 SQFT| 7.51000 10641.67| 7.76000 10995.92| Construction Signs | | | 0340 740E000 100.000 EACH| 8.75000 875.00| 11.45000 1145.00| Cones (36 Inches High) | | | 0350 740M001 100.000 EACH| 5.15000 515.00| 7.63000 763.00| Ballast For Cone | | | 0360 740O000 2.000 EACH| 2500.00000 5000.00| 1000.00000 2000.00| Pilot Car | | | SECTION TOTALS | $ 3,970,239.68| $ 4,622,968.92| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,970,239.68| $ 4,622,968.92| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20130628018 COUNTIES : HOUSTON LETTING DATE : 06/28/13 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACOA57217-ATRP(001) for constructing the Resurfacing and Traffic Stripe on CR-40 ACNU59477-ATRP(001) (Fortner Street) from Cumbie Road to 875 feet west of South Brannon Stand Road and on CR-32 (Judge Logue Road) from SR-123 to SR-12 (US-84) in Dothan. Length 11.257 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01096 APAC MID-SOUTH, INC. $ 2,302,295.00 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,380,313.69 103.3887% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20130628018 COUNTIES : HOUSTON LETTING DATE : 06/28/13 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 401A004 79990.000 SQYD| 1.26000 100787.40| 1.17000 93588.30| Bituminous Treatment E | | | 0020 401A006 70535.000 SQYD| 1.57000 110739.95| 1.45000 102275.75| Bituminous Treatment G | | | 0030 405A000 6480.000 GAL | 3.31000 21448.80| 6.00000 38880.00| Tack Coat | | | 0040 407B000 12.000 MILE| 198.37000 2380.44| 325.00000 3900.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 424A338 75.000 TON | 125.10000 9382.50| 195.12000 14634.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 424A340 6055.000 TON | 86.60000 524363.00| 82.03000 496691.65| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 424A358 3567.000 TON | 78.26000 279153.42| 77.19000 275336.73| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0080 424A361 5355.000 TON | 86.33000 462297.15| 81.98000 439002.90| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20130628018 COUNTIES : HOUSTON LETTING DATE : 06/28/13 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 424B636 9990.000 TON | 62.66000 625973.40| 64.68000 646153.20| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0100 600A000 LUMP| 84525.00000 84525.00| 219315.00000 219315.00| Mobilization | | | 0110 698A000 LUMP| 30000.00000 30000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 113,495.00) | | | 0120 701A235 14.000 MILE| 1957.93000 27411.02| 1989.57000 27853.98| Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0130 701A245 7.000 MILE| 1058.34000 7408.38| 1075.44000 7528.08| Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0140 701B205 440.000 LF | 2.12000 932.80| 2.15000 946.00| Dotted, Class 2, Type A, Traffic Stripe | | | 0150 701G251 550.000 LF | 4.23000 2326.50| 4.30000 2365.00| Solid White, Class 2, Type A Traffic | | | Stripe (6" Wide) (Rumble Strip) | | | 0160 703A002 915.000 SQFT| 3.18000 2909.70| 3.23000 2955.45| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 69.000 SQFT| 4.23000 291.87| 4.30000 296.70| Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20130628018 COUNTIES : HOUSTON LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 703D001 705.000 SQFT| 0.53000 373.65| 0.54000 380.70| Temporary Traffic Control Markings | | | 0190 705A032 245.000 EACH| 3.18000 779.10| 3.23000 791.35| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 1086.000 EACH| 3.18000 3453.48| 3.23000 3507.78| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 488.000 SQFT| 6.88000 3357.44| 6.99000 3411.12| Construction Signs | | | 0220 740O000 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| Pilot Car | | | SECTION TOTALS | $ 2,302,295.00| $ 2,380,313.69| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,302,295.00| $ 2,380,313.69| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20130628019 COUNTIES : CHAMBERS LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNU59563-ATRP(001) for constructing the Full Depth Reclamation, Pave, and STPNU-0924(200) Traffic Stripe on CR-258 (1258) from CR-234 (1234) North to the Randolph County Line Northwest of Five Points and on CR-53 (1053) from CR-62 (1062) to CR-114 (1114) Northwest of Lafayette. Length 6.976 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 13121 THE MILLER PAVING GROUP, INC. $ 979,912.15 100.0000% 2 03087 CHRIS CLARK GRADING AND PAVING, INC. $ 980,266.40 100.0362% 3 02119 BLOUNT CONSTRUCTION COMPANY, INC. $ 1,085,375.16 110.7625% 4 16054 POZZOLANIC CONTRACTING & SUPPLY CO., INC. $ 1,122,002.92 114.5004% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130628019 COUNTIES : CHAMBERS LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13121 |( 2 ) 03087 |( 3 ) 02119 |THE MILLER PAVING GROUP, IN |CHRIS CLARK GRADING AND PAV |BLOUNT CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 175.000 LF | 2.10000 367.50| 3.00000 525.00| 2.20000 385.00 Removing Guardrail | | | 0020 206E008 4.000 EACH| 210.00000 840.00| 250.00000 1000.00| 220.00000 880.00 Removing Guardrail End Anchor (All Type | | | 0030 302A000 94393.000 SQYD| 2.50000 235982.50| 2.00000 188786.00| 2.65000 250141.45 Full Depth Reclamation, 8 INCHES THICK | | | 0040 302B000 1857.000 TON | 98.00000 181986.00| 97.00000 180129.00| 111.35000 206776.95 Portland Cement For Full Depth | | | Reclamation | | | 0050 401A000 95157.000 SQYD| 1.00000 95157.00| 1.00000 95157.00| 0.88000 83738.16 Bituminous Treatment A | | | 0060 409A001 91081.000 SQYD| 3.15000 286905.15| 3.40000 309675.40| 3.25000 296013.25 Triple Layer Bituminous Treatment | | | 0070 430B043 1290.000 TON | 28.80000 37152.00| 20.00000 25800.00| 28.25000 36442.50 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 24000.00000 24000.00| 25000.00000 25000.00| 67500.00000 67500.00 Mobilization | | | 0090 630A019 225.000 LF | 55.00000 12375.00| 60.00000 13500.00| 57.75000 12993.75 Steel Beam Guardrail, Class B, Type 2 | | | (Thrie Beam Rail Element) | | | 0100 630C003 4.000 EACH| 1700.00000 6800.00| 1800.00000 7200.00| 1785.00000 7140.00 Guardrail End Anchor, Type 13 | | | 0110 630C050 8.000 EACH| 2850.00000 22800.00| 3000.00000 24000.00| 2995.00000 23960.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130628019 COUNTIES : CHAMBERS LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13121 |( 2 ) 03087 |( 3 ) 02119 |THE MILLER PAVING GROUP, IN |CHRIS CLARK GRADING AND PAV |BLOUNT CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 652A100 4.000 ACRE| 1000.00000 4000.00| 600.00000 2400.00| 1375.00000 5500.00 Seeding | | | 0130 656A010 4.000 ACRE| 500.00000 2000.00| 600.00000 2400.00| 1375.00000 5500.00 Mulching | | | 0140 666A001 4.000 ACRE| 100.00000 400.00| 100.00000 400.00| 1.00000 4.00 Pest Control Treatment | | | 0150 680A001 LUMP| 6500.00000 6500.00| 25000.00000 25000.00| 15500.00000 15500.00 Geometric Controls | | | 0160 698A000 LUMP| 0.00000 0.00| 2000.00000 2000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 55,000.00) | | | 0170 701A231 15.000 MILE| 1800.00000 27000.00| 2100.00000 31500.00| 1900.00000 28500.00 Solid White, Class 2, Type A Traffic | | | Stripe | | | 0180 701A235 10.000 MILE| 1800.00000 18000.00| 2100.00000 21000.00| 1900.00000 19000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0190 701A245 5.000 MILE| 1100.00000 5500.00| 1100.00000 5500.00| 1150.00000 5750.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0200 703A002 516.000 SQFT| 3.25000 1677.00| 4.00000 2064.00| 3.35000 1728.60 Traffic Control Markings, Class 2, Type | | | A | | | 0210 705A032 203.000 EACH| 3.00000 609.00| 4.00000 812.00| 3.20000 649.60 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130628019 COUNTIES : CHAMBERS LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13121 |( 2 ) 03087 |( 3 ) 02119 |THE MILLER PAVING GROUP, IN |CHRIS CLARK GRADING AND PAV |BLOUNT CONSTRUCTION COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 705A037 692.000 EACH| 3.00000 2076.00| 4.00000 2768.00| 3.20000 2214.40 Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 550.000 SQFT| 6.50000 3575.00| 12.00000 6600.00| 6.95000 3822.50 Construction Signs | | | 0240 740E000 50.000 EACH| 0.00000 0.00| 10.00000 500.00| 14.50000 725.00 Cones (36 Inches High) | | | 0250 740F002 20.000 EACH| 165.00000 3300.00| 200.00000 4000.00| 175.00000 3500.00 Barricades, Type III | | | 0260 740I002 13.000 EACH| 70.00000 910.00| 100.00000 1300.00| 70.00000 910.00 Warning Lights, Type B | | | 0270 740M001 50.000 EACH| 0.00000 0.00| 5.00000 250.00| 10.00000 500.00 Ballast For Cone | | | 0280 740O000 1.000 EACH| 0.00000 0.00| 1000.00000 1000.00| 5600.00000 5600.00 Pilot Car | | | SECTION TOTALS | $ 979,912.15| $ 980,266.40| $ 1,085,375.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 979,912.15| $ 980,266.40| $ 1,085,375.16 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 019 -5 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130628019 COUNTIES : CHAMBERS LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 16054 |( ) |( ) |POZZOLANIC CONTRACTING & SU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 175.000 LF | 2.63000 460.25| | Removing Guardrail | | | 0020 206E008 4.000 EACH| 263.00000 1052.00| | Removing Guardrail End Anchor (All Type | | | 0030 302A000 94393.000 SQYD| 2.50000 235982.50| | Full Depth Reclamation, 8 INCHES THICK | | | 0040 302B000 1857.000 TON | 115.00000 213555.00| | Portland Cement For Full Depth | | | Reclamation | | | 0050 401A000 95157.000 SQYD| 1.15000 109430.55| | Bituminous Treatment A | | | 0060 409A001 91081.000 SQYD| 3.72000 338821.32| | Triple Layer Bituminous Treatment | | | 0070 430B043 1290.000 TON | 30.00000 38700.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 30000.00000 30000.00| | Mobilization | | | 0090 630A019 225.000 LF | 72.00000 16200.00| | Steel Beam Guardrail, Class B, Type 2 | | | (Thrie Beam Rail Element) | | | 0100 630C003 4.000 EACH| 2230.00000 8920.00| | Guardrail End Anchor, Type 13 | | | 0110 630C050 8.000 EACH| 3733.00000 29864.00| | Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 019 -6 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130628019 COUNTIES : CHAMBERS LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 16054 |( ) |( ) |POZZOLANIC CONTRACTING & SU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 652A100 4.000 ACRE| 1500.00000 6000.00| | Seeding | | | 0130 656A010 4.000 ACRE| 1500.00000 6000.00| | Mulching | | | 0140 666A001 4.000 ACRE| 50.00000 200.00| | Pest Control Treatment | | | 0150 680A001 LUMP| 10000.00000 10000.00| | Geometric Controls | | | 0160 698A000 LUMP| 1.00000 1.00| | Construction Fuel (Maximum Bid Limited | | | to $ 55,000.00) | | | 0170 701A231 15.000 MILE| 2250.00000 33750.00| | Solid White, Class 2, Type A Traffic | | | Stripe | | | 0180 701A235 10.000 MILE| 2250.00000 22500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0190 701A245 5.000 MILE| 13.75000 68.75| | Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | 0200 703A002 516.000 SQFT| 4.05000 2089.80| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 705A032 203.000 EACH| 3.75000 761.25| | Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 019 -7 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20130628019 COUNTIES : CHAMBERS LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 16054 |( ) |( ) |POZZOLANIC CONTRACTING & SU | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 705A037 692.000 EACH| 3.75000 2595.00| | Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 550.000 SQFT| 8.10000 4455.00| | Construction Signs | | | 0240 740E000 50.000 EACH| 17.00000 850.00| | Cones (36 Inches High) | | | 0250 740F002 20.000 EACH| 206.25000 4125.00| | Barricades, Type III | | | 0260 740I002 13.000 EACH| 85.50000 1111.50| | Warning Lights, Type B | | | 0270 740M001 50.000 EACH| 10.20000 510.00| | Ballast For Cone | | | 0280 740O000 1.000 EACH| 4000.00000 4000.00| | Pilot Car | | | SECTION TOTALS | $ 1,122,002.92| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,122,002.92| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20130628021 COUNTIES : DALLAS LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACOA58341-ATRP(001) for constructing the Planing, Resurfacing, Guardrail, and Traffic Stripe (Pavement Rehabilitation) on Old Cahaba Road from Old Marion Junction Road to King Street and on Medical Center Parkway from Old Cahaba Road to the Junction of SR-8 (US-80) in Selma. Length 2.702 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 862,079.05 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20130628021 COUNTIES : DALLAS LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 1703.000 LF | 2.50000 4257.50| | Removing Guardrail | | | 0020 206E008 13.000 EACH| 200.00000 2600.00| | Removing Guardrail End Anchor (All Type | | | 0030 210A000 200.000 CUYD| 35.50000 7100.00| | Unclassified Excavation | | | 0040 210D001 864.000 CUYD| 15.75000 13608.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 405A000 1597.000 GAL | 3.30000 5270.10| | Tack Coat | | | 0060 407B000 6.000 MILE| 1100.00000 6600.00| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0070 408A052 53248.000 SQYD| 1.10000 58572.80| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 424A341 4446.000 TON | 76.25000 339007.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0090 424A344 1000.000 TON | 68.50000 68500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20130628021 COUNTIES : DALLAS LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 600A000 LUMP| 126800.00000 126800.00| | Mobilization | | | 0110 610D003 2619.000 SQYD| 4.25000 11130.75| | Filter Blanket, Geotextile | | | 0120 630A001 3050.000 LF | 17.00000 51850.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0130 630A023 630.000 LINF| 78.00000 49140.00| | Steel Beam Guardrail,Class B,Type | | | 2(Thrie Beam Bridge Rail Retrofit) | | | 0140 630C003 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 13 | | | 0150 630C050 8.000 EACH| 2000.00000 16000.00| | Guardrail End Anchor, Type 20 Series | | | 0160 630C070 3.000 EACH| 1850.00000 5550.00| | Guardrail End Anchor, Type 10 Series | | | 0170 650A000 366.000 CUYD| 18.50000 6771.00| | Topsoil | | | 0180 654A001 2509.000 SQYD| 4.00000 10036.00| | Solid Sodding (Bermuda) | | | 0190 665J002 535.000 LF | 5.75000 3076.25| | Silt Fence | | | 0200 665O001 535.000 LF | 0.75000 401.25| | Silt Fence Removal | | | 0210 665Q002 460.000 LF | 7.50000 3450.00| | Wattle | | | 0220 680A001 LUMP| 11450.00000 11450.00| | Geometric Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20130628021 COUNTIES : DALLAS LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 698A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | to $ 37,150.00) | | | 0240 701A227 2.000 MILE| 2750.00000 5500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0250 701A230 6.000 MILE| 2350.00000 14100.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0260 701A239 4.000 MILE| 1100.00000 4400.00| | Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0270 701B207 567.000 LF | 1.00000 567.00| | Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0280 701C000 4.000 MILE| 480.00000 1920.00| | Broken Temporary Traffic Stripe | | | 0290 701C001 8.000 MILE| 480.00000 3840.00| | Solid Temporary Traffic Stripe | | | 0300 701G142 500.000 LF | 2.00000 1000.00| | Broken White, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0310 701G154 1134.000 LF | 2.90000 3288.60| | Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20130628021 COUNTIES : DALLAS LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( ) |( ) |ASPHALT CONTRACTORS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 703A002 1349.000 SQFT| 2.80000 3777.20| | Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 135.000 SQFT| 3.30000 445.50| | Traffic Control Legends, Class 2, Type | | | 0340 705A031 219.000 EACH| 2.80000 613.20| | Pavement Markers, Class A-H, Type 1-A | | | 0350 705A037 1043.000 EACH| 2.80000 2920.40| | Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 623.000 SQFT| 7.00000 4361.00| | Construction Signs | | | 0370 740D000 100.000 EACH| 24.00000 2400.00| | Channelizing Drums | | | 0380 740E000 50.000 EACH| 18.50000 925.00| | Cones (36 Inches High) | | | 0390 740M001 50.000 EACH| 1.00000 50.00| | Ballast For Cone | | | 0400 741C010 2.000 EACH| 2400.00000 4800.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 862,079.05| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 862,079.05| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACOA58426-ATRP(001) for constructing the Widening, Resurfacing, Bike Lane Addition, and Traffic Stripe on CR-4 (Cotton Creek Drive) from the intersection of SR-59 to Cotton Creek Bridge in Gulf Shores. Length 2.262 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,914,538.36 100.0000% 2 18074 ROADS, INC. OF NWF $ 1,921,711.73 100.3747% 3 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 1,926,783.91 100.6396% 4 23011 HOSEA O. WEAVER & SONS, INC. $ 2,135,815.19 111.5577% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 18074 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF |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| 3500.00000 3500.00| 7012.80000 7012.80| 8000.00000 8000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 2 Acres) | | | | | | 0020 201B001 1.000 ACRE| 3500.00000 3500.00| 1170.73000 1170.73| 4342.00000 4342.00 Selective Clearing | | | 0030 206C002 28.000 SQYD| 32.15000 900.20| 22.48000 629.44| 13.08000 366.24 Removing Concrete Slope Paving | | | 0040 206C010 240.000 SQYD| 6.40000 1536.00| 6.45000 1548.00| 8.24000 1977.60 Removing Concrete Driveway | | | 0050 206D000 1040.000 LF | 7.00000 7280.00| 5.63000 5855.20| 8.05000 8372.00 Removing Pipe | | | 0060 206D001 50.000 LF | 3.10000 155.00| 3.21000 160.50| 3.15000 157.50 Removing Guardrail | | | 0070 206D002 636.000 LF | 3.20000 2035.20| 4.33000 2753.88| 5.37000 3415.32 Removing Curb | | | 0080 206D008 20.000 LF | 16.00000 320.00| 34.04000 680.80| 91.97000 1839.40 Removing Retaining Wall | | | 0090 206E000 17.000 EACH| 320.00000 5440.00| 263.40000 4477.80| 106.90000 1817.30 Removing Headwalls | | | 0100 206E001 2.000 EACH| 640.00000 1280.00| 518.02000 1036.04| 261.59000 523.18 Removing Inlets | | | 0110 206E008 4.000 EACH| 260.00000 1040.00| 267.69000 1070.76| 249.38000 997.52 Removing Guardrail End Anchor (All Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 18074 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 210A000 2778.000 CUYD| 5.00000 13890.00| 7.30000 20279.40| 11.95000 33197.10 Unclassified Excavation | | | 0130 210D012 7266.000 CUYD| 12.30000 89371.80| 13.21000 95983.86| 14.09000 102377.94 Borrow Excavation (A-2-4(0) Or A-4(0)) | | | 0140 214A000 3010.000 CUYD| 4.60000 13846.00| 5.08000 15290.80| 0.01000 30.10 Structure Excavation | | | 0150 214B000 1212.000 CUYD| 11.90000 14422.80| 11.39000 13804.68| 12.28000 14883.36 Foundation Backfill, Local | | | 0160 230A000 90.000 RBST| 300.00000 27000.00| 138.06000 12425.40| 0.01000 0.90 Roadbed Processing | | | 0170 301A012 7478.000 SQYD| 17.50000 130865.00| 16.65000 124508.70| 21.98000 164366.44 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0180 401A000 7478.000 SQYD| 1.00000 7478.00| 1.07000 8001.46| 0.87000 6505.86 Bituminous Treatment A | | | 0190 405A000 1310.000 GAL | 6.00000 7860.00| 4.58000 5999.80| 6.17000 8082.70 Tack Coat | | | 0200 407B000 3.000 MILE| 215.00000 645.00| 244.34000 733.02| 192.60000 577.80 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0210 410H000 1.000 EACH| 0.01000 0.01| 7466.16000 7466.16| 17120.66000 17120.66 Material Remixing Device | | | 0220 424A360 4679.000 TON | 71.50000 334548.50| 74.80000 349989.20| 72.78000 340537.62 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 18074 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 424B650 5078.000 TON | 68.50000 347843.00| 72.94000 370389.32| 67.15000 340987.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0240 424B654 10.000 TON | 71.50000 715.00| 91.78000 917.80| 138.51000 1385.10 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0250 424B658 25.000 TON | 71.50000 1787.50| 86.85000 2171.25| 176.78000 4419.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0260 424B691 820.000 TON | 80.00000 65600.00| 73.12000 59958.40| 99.81000 81844.20 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0270 430B040 85.000 TON | 54.00000 4590.00| 62.33000 5298.05| 51.19000 4351.15 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0280 502A000 371.000 LB | 6.80000 2522.80| 2.26000 838.46| 1.60000 593.60 Steel Reinforcement | | | 0290 530A101 46.000 LF | 67.00000 3082.00| 29.33000 1349.18| 45.95000 2113.70 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 18074 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A102 24.000 LF | 90.00000 2160.00| 58.03000 1392.72| 65.09000 1562.16 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0310 530A105 14.000 LF | 165.00000 2310.00| 91.01000 1274.14| 115.50000 1617.00 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530A108 8.000 LF | 220.00000 1760.00| 240.90000 1927.20| 227.21000 1817.68 60" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 530B001 7.000 LF | 140.00000 980.00| 36.27000 253.89| 69.70000 487.90 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0340 533A098 76.000 LF | 30.00000 2280.00| 31.57000 2399.32| 30.47000 2315.72 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0350 533A099 514.000 LF | 40.00000 20560.00| 40.74000 20940.36| 39.69000 20400.66 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0360 533A100 18.000 LF | 108.00000 1944.00| 62.09000 1117.62| 85.55000 1539.90 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0370 533A101 706.000 LF | 60.00000 42360.00| 63.95000 45148.70| 61.22000 43221.32 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0380 533A102 1748.000 LF | 67.20000 117465.60| 85.74000 149873.52| 77.44000 135365.12 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0390 533B098 166.000 LF | 40.00000 6640.00| 42.61000 7073.26| 48.18000 7997.88 22" Span, 14" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -6 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 18074 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 533B099 427.000 LF | 50.00000 21350.00| 52.52000 22426.04| 49.11000 20969.97 29" Span, 18" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0410 535A000 40.000 LF | 30.00000 1200.00| 35.19000 1407.60| 40.43000 1617.20 15" Side Drain Pipe | | | 0420 535B009 192.000 LF | 38.25000 7344.00| 42.16000 8094.72| 44.26000 8497.92 18" Span, 11" Rise Side Drain Pipe | | | 0430 535B011 535.000 LF | 42.15000 22550.25| 49.54000 26503.90| 40.03000 21416.05 22" Span, 14" Rise Side Drain Pipe | | | 0440 535B012 60.000 LF | 53.00000 3180.00| 62.85000 3771.00| 49.81000 2988.60 29" Span, 18" Rise Side Drain Pipe | | | 0450 600A000 LUMP| 90000.00000 90000.00| 86199.59000 86199.59| 60509.00000 60509.00 Mobilization | | | 0460 606A000 500.000 LF | 10.00000 5000.00| 7.94000 3970.00| 14.50000 7250.00 6" Underdrain Pipe | | | 0470 610A015 281.000 SQYD| 27.00000 7587.00| 30.33000 8522.73| 17.33000 4869.73 Loose Riprap,Class 2 (Remove & Relocate | | | 0480 610D003 1709.000 SQYD| 2.50000 4272.50| 1.88000 3212.92| 3.41000 5827.69 Filter Blanket, Geotextile | | | 0490 614A000 3.000 CUYD| 540.00000 1620.00| 732.62000 2197.86| 630.00000 1890.00 Slope Paving | | | 0500 618B003 133.000 SQYD| 58.00000 7714.00| 42.83000 5696.39| 52.82000 7025.06 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0510 619A002 2.000 EACH| 420.00000 840.00| 557.22000 1114.44| 467.25000 934.50 18" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -7 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 18074 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 619A003 3.000 EACH| 570.00000 1710.00| 636.99000 1910.97| 567.00000 1701.00 24" Roadway Pipe End Treatment, Class 1 | | | 0530 619A004 1.000 EACH| 1300.00000 1300.00| 833.96000 833.96| 824.25000 824.25 30" Roadway Pipe End Treatment, Class 1 | | | 0540 619A056 2.000 EACH| 2690.00000 5380.00| 2418.50000 4837.00| 1936.20000 3872.40 42" Roadway Pipe End Treatment, Class 2 | | | 0550 619A100 2.000 EACH| 515.00000 1030.00| 502.65000 1005.30| 472.50000 945.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A201 1.000 EACH| 1685.00000 1685.00| 1057.11000 1057.11| 1023.75000 1023.75 18" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0570 619A202 1.000 EACH| 1900.00000 1900.00| 1169.82000 1169.82| 1155.00000 1155.00 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0580 619B016 3.000 EACH| 570.00000 1710.00| 721.25000 2163.75| 451.50000 1354.50 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0590 619B017 2.000 EACH| 860.00000 1720.00| 777.60000 1555.20| 477.75000 955.50 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0600 619B115 6.000 EACH| 460.00000 2760.00| 667.16000 4002.96| 414.75000 2488.50 18" Span, 11" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -8 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 18074 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 619B116 24.000 EACH| 640.00000 15360.00| 721.25000 17310.00| 446.25000 10710.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0620 619B117 2.000 EACH| 1000.00000 2000.00| 833.96000 1667.92| 472.50000 945.00 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0630 619B337 2.000 EACH| 1115.00000 2230.00| 890.32000 1780.64| 829.50000 1659.00 18" Span, 11" Rise Side Drain Pipe End | | | Treatment, Class 1 (Double Line) | | | 0640 620A000 27.000 CUYD| 625.00000 16875.00| 1217.01000 32859.27| 763.35000 20610.45 Minor Structure Concrete | | | 0650 621A011 4.000 EACH| 2450.00000 9800.00| 1741.30000 6965.20| 2371.54000 9486.16 Junction Boxes, Type 1 Or 1P | | | 0660 621A019 3.000 EACH| 2650.00000 7950.00| 3049.54000 9148.62| 2248.36000 6745.08 Junction Boxes, Type 1 Or 2P | | | 0670 621C030 15.000 EACH| 7990.00000 119850.00| 6081.04000 91215.60| 7368.50000 110527.50 Inlets, Type "Special" | | | 0680 621C109 4.000 EACH| 5715.00000 22860.00| 3612.42000 14449.68| 5260.49000 21041.96 Inlets, Type PD | | | 0690 622B000 2.000 EACH| 660.00000 1320.00| 693.12000 1386.24| 1436.39000 2872.78 Gratings Reset | | | 0700 630A033 100.000 LF | 24.80000 2480.00| 53.54000 5354.00| 23.94000 2394.00 Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 0710 630C003 2.000 EACH| 1750.00000 3500.00| 1713.20000 3426.40| 1695.75000 3391.50 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -9 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 18074 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 630C050 4.000 EACH| 2050.00000 8200.00| 2409.18000 9636.72| 1995.00000 7980.00 Guardrail End Anchor, Type 20 Series | | | 0730 641S500 12.000 EACH| 85.00000 1020.00| 188.37000 2260.44| 154.50000 1854.00 Valve Box Reset | | | 0740 645K500 5.000 EACH| 85.00000 425.00| 351.00000 1755.00| 516.01000 2580.05 Manhole Frame And Cover Reset | | | 0750 650B000 1820.000 CUYD| 6.50000 11830.00| 5.08000 9245.60| 8.37000 15233.40 Topsoil From Stockpiles | | | 0760 654A001 19750.000 SQYD| 3.60000 71100.00| 2.59000 51152.50| 3.15000 62212.50 Solid Sodding (Bermuda) | | | 0770 665A000 8.000 ACRE| 880.00000 7040.00| 424.44000 3395.52| 525.00000 4200.00 Temporary Seeding | | | 0780 665B001 21.000 TON | 380.00000 7980.00| 328.10000 6890.10| 315.00000 6615.00 Temporary Mulching | | | 0790 665E000 100.000 SQYD| 6.20000 620.00| 2.40000 240.00| 2.18000 218.00 Polyethylene | | | 0800 665G000 30.000 EACH| 28.00000 840.00| 8.51000 255.30| 12.85000 385.50 Sand Bags | | | 0810 665J002 700.000 LF | 5.00000 3500.00| 4.46000 3122.00| 4.16000 2912.00 Silt Fence | | | 0820 665O001 700.000 LF | 2.10000 1470.00| 1.27000 889.00| 2.04000 1428.00 Silt Fence Removal | | | 0830 665P005 21.000 EACH| 300.00000 6300.00| 171.29000 3597.09| 236.70000 4970.70 Inlet Protection, Stage 3 Or 4 | | | 0840 665Q002 1720.000 LF | 6.30000 10836.00| 5.55000 9546.00| 6.58000 11317.60 Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -10 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 18074 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 666A001 8.000 ACRE| 80.00000 640.00| 112.71000 901.68| 52.50000 420.00 Pest Control Treatment | | | 0860 680A001 LUMP| 14000.00000 14000.00| 6544.72000 6544.72| 25434.70000 25434.70 Geometric Controls | | | 0870 698A000 LUMP| 0.00000 0.00| 605.51000 605.51| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 97,000.00) | | | 0880 701A227 5.000 MILE| 2445.00000 12225.00| 2535.98000 12679.90| 2362.50000 11812.50 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0890 701A230 5.000 MILE| 2445.00000 12225.00| 2535.98000 12679.90| 2362.50000 11812.50 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0900 701A244 4.000 MILE| 1360.00000 5440.00| 1408.88000 5635.52| 1312.50000 5250.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0910 701B207 2728.000 LF | 0.40000 1091.20| 0.45000 1227.60| 0.42000 1145.76 Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0920 701C003 15.000 MILE| 520.00000 7800.00| 541.01000 8115.15| 504.00000 7560.00 Solid Temporary Traffic Stripe (Paint) | | | 0930 703A002 2661.000 SQFT| 3.00000 7983.00| 3.16000 8408.76| 2.94000 7823.34 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -11 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 18074 |( 3 ) 23056 |MOBILE ASPHALT COMPANY, LLC |ROADS, INC. OF NWF |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 703B002 90.000 SQFT| 3.00000 270.00| 3.16000 284.40| 2.94000 264.60 Traffic Control Legends, Class 2, Type | | | 0950 703D002 1330.000 SQFT| 0.55000 731.50| 0.57000 758.10| 0.53000 704.90 Temporary Traffic Control Markings | | | (Paint) | | | 0960 705A030 8.000 EACH| 3.25000 26.00| 3.38000 27.04| 3.15000 25.20 Pavement Markers, Class A-H, Type 2-C | | | 0970 705A032 83.000 EACH| 3.25000 269.75| 3.38000 280.54| 3.15000 261.45 Pavement Markers, Class A-H, Type 1-B | | | 0980 705A037 525.000 EACH| 3.25000 1706.25| 3.38000 1774.50| 3.15000 1653.75 Pavement Markers, Class A-H, Type 2-D | | | 0990 705A038 42.000 EACH| 3.25000 136.50| 3.38000 141.96| 3.15000 132.30 Pavement Markers, Class A-H, Type 2-E | | | 1000 740B000 803.000 SQFT| 7.00000 5621.00| 5.86000 4705.58| 5.46000 4384.38 Construction Signs | | | 1010 740D000 578.000 EACH| 40.00000 23120.00| 35.85000 20721.30| 6.10000 3525.80 Channelizing Drums | | | 1020 740E000 50.000 EACH| 0.01000 0.50| 16.29000 814.50| 0.01000 0.50 Cones (36 Inches High) | | | 1030 740F002 10.000 EACH| 200.00000 2000.00| 91.57000 915.70| 91.54000 915.40 Barricades, Type III | | | 1040 740M001 50.000 EACH| 0.01000 0.50| 8.43000 421.50| 0.01000 0.50 Ballast For Cone | | | 1050 741C010 1.000 EACH| 500.00000 500.00| 1664.15000 1664.15| 1741.70000 1741.70 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,914,538.36| $ 1,921,711.73| $ 1,926,783.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,914,538.36| $ 1,921,711.73| $ 1,926,783.91 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -12 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |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| 5985.22000 5985.22| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 2 Acres) | | | | | | 0020 201B001 1.000 ACRE| 5985.22000 5985.22| | Selective Clearing | | | 0030 206C002 28.000 SQYD| 15.40000 431.20| | Removing Concrete Slope Paving | | | 0040 206C010 240.000 SQYD| 8.98000 2155.20| | Removing Concrete Driveway | | | 0050 206D000 1040.000 LF | 12.69000 13197.60| | Removing Pipe | | | 0060 206D001 50.000 LF | 3.51000 175.50| | Removing Guardrail | | | 0070 206D002 636.000 LF | 8.09000 5145.24| | Removing Curb | | | 0080 206D008 20.000 LF | 12.66000 253.20| | Removing Retaining Wall | | | 0090 206E000 17.000 EACH| 253.61000 4311.37| | Removing Headwalls | | | 0100 206E001 2.000 EACH| 215.59000 431.18| | Removing Inlets | | | 0110 206E008 4.000 EACH| 292.44000 1169.76| | Removing Guardrail End Anchor (All Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -13 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 210A000 2778.000 CUYD| 12.07000 33530.46| | Unclassified Excavation | | | 0130 210D012 7266.000 CUYD| 16.05000 116619.30| | Borrow Excavation (A-2-4(0) Or A-4(0)) | | | 0140 214A000 3010.000 CUYD| 5.44000 16374.40| | Structure Excavation | | | 0150 214B000 1212.000 CUYD| 14.21000 17222.52| | Foundation Backfill, Local | | | 0160 230A000 90.000 RBST| 384.57000 34611.30| | Roadbed Processing | | | 0170 301A012 7478.000 SQYD| 16.95000 126752.10| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0180 401A000 7478.000 SQYD| 0.61000 4561.58| | Bituminous Treatment A | | | 0190 405A000 1310.000 GAL | 3.59000 4702.90| | Tack Coat | | | 0200 407B000 3.000 MILE| 195.33000 585.99| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0210 410H000 1.000 EACH| 11950.69000 11950.69| | Material Remixing Device | | | 0220 424A360 4679.000 TON | 77.48000 362528.92| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -14 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 424B650 5078.000 TON | 71.66000 363889.48| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0240 424B654 10.000 TON | 122.13000 1221.30| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0250 424B658 25.000 TON | 112.52000 2813.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0260 424B691 820.000 TON | 84.28000 69109.60| | Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0270 430B040 85.000 TON | 35.05000 2979.25| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0280 502A000 371.000 LB | 1.23000 456.33| | Steel Reinforcement | | | 0290 530A101 46.000 LF | 91.26000 4197.96| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -15 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A102 24.000 LF | 69.49000 1667.76| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0310 530A105 14.000 LF | 116.80000 1635.20| | 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 530A108 8.000 LF | 190.01000 1520.08| | 60" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 530B001 7.000 LF | 86.84000 607.88| | 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0340 533A098 76.000 LF | 25.26000 1919.76| | 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0350 533A099 514.000 LF | 42.88000 22040.32| | 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0360 533A100 18.000 LF | 52.44000 943.92| | 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0370 533A101 706.000 LF | 53.80000 37982.80| | 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0380 533A102 1748.000 LF | 66.24000 115787.52| | 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0390 533B098 166.000 LF | 35.84000 5949.44| | 22" Span, 14" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -16 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 533B099 427.000 LF | 46.54000 19872.58| | 29" Span, 18" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0410 535A000 40.000 LF | 41.74000 1669.60| | 15" Side Drain Pipe | | | 0420 535B009 192.000 LF | 44.41000 8526.72| | 18" Span, 11" Rise Side Drain Pipe | | | 0430 535B011 535.000 LF | 38.63000 20667.05| | 22" Span, 14" Rise Side Drain Pipe | | | 0440 535B012 60.000 LF | 48.55000 2913.00| | 29" Span, 18" Rise Side Drain Pipe | | | 0450 600A000 LUMP| 250565.60000 250565.60| | Mobilization | | | 0460 606A000 500.000 LF | 17.79000 8895.00| | 6" Underdrain Pipe | | | 0470 610A015 281.000 SQYD| 64.84000 18220.04| | Loose Riprap,Class 2 (Remove & Relocate | | | 0480 610D003 1709.000 SQYD| 6.14000 10493.26| | Filter Blanket, Geotextile | | | 0490 614A000 3.000 CUYD| 736.96000 2210.88| | Slope Paving | | | 0500 618B003 133.000 SQYD| 61.78000 8216.74| | Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0510 619A002 2.000 EACH| 546.58000 1093.16| | 18" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -17 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 619A003 3.000 EACH| 663.26000 1989.78| | 24" Roadway Pipe End Treatment, Class 1 | | | 0530 619A004 1.000 EACH| 964.18000 964.18| | 30" Roadway Pipe End Treatment, Class 1 | | | 0540 619A056 2.000 EACH| 2264.91000 4529.82| | 42" Roadway Pipe End Treatment, Class 2 | | | 0550 619A100 2.000 EACH| 552.72000 1105.44| | 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0560 619A201 1.000 EACH| 1197.55000 1197.55| | 18" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0570 619A202 1.000 EACH| 1351.08000 1351.08| | 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0580 619B016 3.000 EACH| 528.15000 1584.45| | 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0590 619B017 2.000 EACH| 558.86000 1117.72| | 29" Span, 18" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0600 619B115 6.000 EACH| 485.16000 2910.96| | 18" Span, 11" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -18 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0610 619B116 24.000 EACH| 522.01000 12528.24| | 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0620 619B117 2.000 EACH| 552.72000 1105.44| | 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0630 619B337 2.000 EACH| 970.32000 1940.64| | 18" Span, 11" Rise Side Drain Pipe End | | | Treatment, Class 1 (Double Line) | | | 0640 620A000 27.000 CUYD| 892.94000 24109.38| | Minor Structure Concrete | | | 0650 621A011 4.000 EACH| 2462.99000 9851.96| | Junction Boxes, Type 1 Or 1P | | | 0660 621A019 3.000 EACH| 2642.63000 7927.89| | Junction Boxes, Type 1 Or 2P | | | 0670 621C030 15.000 EACH| 2205.82000 33087.30| | Inlets, Type "Special" | | | 0680 621C109 4.000 EACH| 5450.66000 21802.64| | Inlets, Type PD | | | 0690 622B000 2.000 EACH| 1228.26000 2456.52| | Gratings Reset | | | 0700 630A033 100.000 LF | 28.07000 2807.00| | Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 0710 630C003 2.000 EACH| 1988.61000 3977.22| | Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -19 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 630C050 4.000 EACH| 2339.54000 9358.16| | Guardrail End Anchor, Type 20 Series | | | 0730 641S500 12.000 EACH| 459.40000 5512.80| | Valve Box Reset | | | 0740 645K500 5.000 EACH| 377.73000 1888.65| | Manhole Frame And Cover Reset | | | 0750 650B000 1820.000 CUYD| 7.10000 12922.00| | Topsoil From Stockpiles | | | 0760 654A001 19750.000 SQYD| 3.22000 63595.00| | Solid Sodding (Bermuda) | | | 0770 665A000 8.000 ACRE| 643.37000 5146.96| | Temporary Seeding | | | 0780 665B001 21.000 TON | 409.42000 8597.82| | Temporary Mulching | | | 0790 665E000 100.000 SQYD| 3.08000 308.00| | Polyethylene | | | 0800 665G000 30.000 EACH| 3.68000 110.40| | Sand Bags | | | 0810 665J002 700.000 LF | 3.68000 2576.00| | Silt Fence | | | 0820 665O001 700.000 LF | 1.23000 861.00| | Silt Fence Removal | | | 0830 665P005 21.000 EACH| 362.34000 7609.14| | Inlet Protection, Stage 3 Or 4 | | | 0840 665Q002 1720.000 LF | 12.28000 21121.60| | Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -20 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 666A001 8.000 ACRE| 87.73000 701.84| | Pest Control Treatment | | | 0860 680A001 LUMP| 10944.32000 10944.32| | Geometric Controls | | | 0870 698A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | to $ 97,000.00) | | | 0880 701A227 5.000 MILE| 2450.37000 12251.85| | Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0890 701A230 5.000 MILE| 2450.37000 12251.85| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0900 701A244 4.000 MILE| 1715.26000 6861.04| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0910 701B207 2728.000 LF | 0.32000 872.96| | Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0920 701C003 15.000 MILE| 522.01000 7830.15| | Solid Temporary Traffic Stripe (Paint) | | | 0930 703A002 2661.000 SQFT| 7.06000 18786.66| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 022 -21 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20130628022 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 23011 |( ) |( ) |HOSEA O. WEAVER & SONS, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0940 703B002 90.000 SQFT| 9.83000 884.70| | Traffic Control Legends, Class 2, Type | | | 0950 703D002 1330.000 SQFT| 1.23000 1635.90| | Temporary Traffic Control Markings | | | (Paint) | | | 0960 705A030 8.000 EACH| 3.69000 29.52| | Pavement Markers, Class A-H, Type 2-C | | | 0970 705A032 83.000 EACH| 3.68000 305.44| | Pavement Markers, Class A-H, Type 1-B | | | 0980 705A037 525.000 EACH| 3.68000 1932.00| | Pavement Markers, Class A-H, Type 2-D | | | 0990 705A038 42.000 EACH| 3.68000 154.56| | Pavement Markers, Class A-H, Type 2-E | | | 1000 740B000 803.000 SQFT| 6.08000 4882.24| | Construction Signs | | | 1010 740D000 578.000 EACH| 31.58000 18253.24| | Channelizing Drums | | | 1020 740E000 50.000 EACH| 11.11000 555.50| | Cones (36 Inches High) | | | 1030 740F002 10.000 EACH| 73.70000 737.00| | Barricades, Type III | | | 1040 740M001 50.000 EACH| 5.26000 263.00| | Ballast For Cone | | | 1050 741C010 1.000 EACH| 982.60000 982.60| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,135,815.19| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,135,815.19| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20130628023 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 CONTRACT TIME : 110 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACOA59010-ATRP(001) for constructing the Planing, Resurfacing, and Traffic Stripe on Bayview Drive and Ridgewood Drive East of North Main Street in Daphne. Length 1.894 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 2,181,160.61 100.0000% 2 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 2,261,783.82 103.6963% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20130628023 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( ) |HOSEA O. WEAVER & SONS, INC |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 206C010 1603.000 SQYD| 9.43000 15116.29| 8.83000 14154.49| Removing Concrete Driveway | | | 0020 206D002 220.000 LF | 7.82000 1720.40| 8.58000 1887.60| Removing Curb | | | 0030 206E001 2.000 EACH| 301.42000 602.84| 334.77000 669.54| Removing Inlets | | | 0040 206E042 32.000 EACH| 211.50000 6768.00| 200.77000 6424.64| Removing Inlets (Partial) | | | 0050 206E060 19.000 EACH| 775.24000 14729.56| 235.96000 4483.24| Removing Tree (Less Than 8 Inch) | | | 0060 206E061 17.000 EACH| 996.74000 16944.58| 284.00000 4828.00| Removing Tree (8 - 18 Inch) | | | 0070 206E062 2.000 EACH| 1439.74000 2879.48| 1438.58000 2877.16| Removing Tree (19 - 36 Inch) | | | 0080 206E064 19.000 EACH| 55.37000 1052.03| 135.26000 2569.94| Removing Stump (Less Than 8 Inch) | | | 0090 206E065 17.000 EACH| 110.75000 1882.75| 135.26000 2299.42| Removing Stump (8 - 18 Inch) | | | 0100 206E066 2.000 EACH| 276.87000 553.74| 135.26000 270.52| Removing Stump (19 - 36 Inch) | | | 0110 210A000 7880.000 CUYD| 10.46000 82424.80| 18.73000 147592.40| Unclassified Excavation | | | 0120 210D022 1950.000 CUYD| 11.88000 23166.00| 16.73000 32623.50| Borrow Excavation (Loose Truckbed | | | Measurement) (A-2-4(0) Or A-4(0) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20130628023 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( ) |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 210D024 130.000 CUYD| 11.87000 1543.10| 17.34000 2254.20| Borrow Excavation (A-3 Or Better) Loose | | | Truckbed Measure | | | 0140 214A000 58.000 CUYD| 10.54000 611.32| 5.57000 323.06| Structure Excavation | | | 0150 214B000 51.000 CUYD| 14.65000 747.15| 10.22000 521.22| Foundation Backfill, Local | | | 0160 214B001 5.000 CUYD| 89.65000 448.25| 116.29000 581.45| Foundation Backfill, Commercial | | | 0170 243A032 4100.000 SQYD| 3.33000 13653.00| 4.05000 16605.00| Geosynthetic Reinforcement For Subgrade | | | Stabilization, Type 3 | | | 0180 301A012 22800.000 SQYD| 15.53000 354084.00| 20.01000 456228.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0190 401A000 6420.000 SQYD| 0.84000 5392.80| 1.14000 7318.80| Bituminous Treatment A | | | 0200 405A000 1900.000 GAL | 3.31000 6289.00| 3.55000 6745.00| Tack Coat | | | 0210 408A052 27400.000 SQYD| 1.00000 27400.00| 1.49000 40826.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0220 408A053 2000.000 SQYD| 2.77000 5540.00| 7.55000 15100.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20130628023 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( ) |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 424A360 2941.000 TON | 74.13000 218016.33| 79.08000 232574.28| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0240 424A366 500.000 TON | 76.04000 38020.00| 91.69000 45845.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0250 424B650 524.000 TON | 71.96000 37707.04| 90.75000 47553.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0260 424B654 210.000 TON | 125.11000 26273.10| 176.98000 37165.80| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0270 430B040 250.000 TON | 35.25000 8812.50| 46.09000 11522.50| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0280 533A098 57.000 LF | 43.62000 2486.34| 44.35000 2527.95| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0290 600A000 LUMP| 168375.93000 168375.93| 54752.00000 54752.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20130628023 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( ) |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 605B001 3.000 EACH| 285.65000 856.95| 775.23000 2325.69| Special Underdrain Outlet, Type B | | | 0310 606B027 1461.000 LF | 18.80000 27466.80| 15.04000 21973.44| 6" Underdrain Pipe, Type 8 With Filter | | | Fabric | | | 0320 610A004 5.000 SQYD| 136.83000 684.15| 145.58000 727.90| Loose Riprap,Class 2,24" Thick | | | 0330 610D003 29.000 SQYD| 8.02000 232.58| 4.51000 130.79| Filter Blanket, Geotextile | | | 0340 614A000 61.000 CUYD| 253.82000 15483.02| 300.51000 18331.11| Slope Paving | | | 0350 618B003 1603.000 SQYD| 47.22000 75693.66| 52.31000 83852.93| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0360 620A000 3.000 CUYD| 1180.58000 3541.74| 890.40000 2671.20| Minor Structure Concrete | | | 0370 621C015 3.000 EACH| 4289.74000 12869.22| 2576.74000 7730.22| Inlets, Type S1 Or S3 (1 Wing) | | | 0380 621C053 3.000 EACH| 1770.87000 5312.61| 1502.55000 4507.65| Inlets, Type Special (Partial) | | | 0390 621C056 9.000 EACH| 2125.04000 19125.36| 1613.85000 14524.65| Inlets, Type S3 (1 Wing) (Partial) | | | 0400 621C062 14.000 EACH| 2361.16000 33056.24| 1780.80000 24931.20| Inlets, Type S3 (2 Wing) (Partial) | | | 0410 621C063 6.000 EACH| 2597.28000 15583.68| 1892.10000 11352.60| Inlets, Type S4 (2 Wing) (Partial) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20130628023 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( ) |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 621D015 1.000 EACH| 1180.58000 1180.58| 556.50000 556.50| Inlet Units, Type S1 Or S3 | | | 0430 622A001 4.000 EACH| 147.57000 590.28| 571.08000 2284.32| Manhole Covers Reset (Storm) | | | 0440 623C011 18660.000 LF | 13.28000 247804.80| 10.13000 189025.80| Combination Curb & Gutter, Type M-10 | | | (Machine Laid) | | | 0450 623C012 20090.000 LF | 13.28000 266795.20| 12.02000 241481.80| Combination Curb & Gutter, Type M-14 | | | (Machine Laid) | | | 0460 641A616 25.000 LF | 122.00000 3050.00| 100.73000 2518.25| 10 Inch Ductile Iron Water Main Laid | | | 0470 641C500 350.000 LB | 12.59000 4406.50| 7.03000 2460.50| Ductile Iron Fittings | | | 0480 641F500 20.000 LF | 104.32000 2086.40| 725.59000 14511.80| Fire Hydrant Extension | | | 0490 641M516 10.000 EACH| 278.19000 2781.90| 197.58000 1975.80| 10 Inch Retainer Gland | | | 0500 641S500 25.000 EACH| 143.26000 3581.50| 214.35000 5358.75| Valve Box Reset | | | 0510 645K500 26.000 EACH| 407.00000 10582.00| 684.59000 17799.34| Manhole Frame And Cover Reset | | | 0520 646H625 2.000 EACH| 194.08000 388.16| 278.25000 556.50| 2 Inch Steel Valve with Box Reset | | | 0530 650A000 5900.000 CUYD| 13.08000 77172.00| 14.81000 87379.00| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 023 -7 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20130628023 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( ) |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 651A000 7.000 ACRE| 166.12000 1162.84| 166.95000 1168.65| Ground Preparation | | | 0550 654A003 13970.000 SQYD| 3.88000 54203.60| 3.90000 54483.00| Solid Sodding (Centipede) | | | 0560 654A011 20500.000 SQYD| 5.26000 107830.00| 5.29000 108445.00| Solid Sodding (Ultimate Flora Zoysia) | | | 0570 665B001 12.000 TON | 332.25000 3987.00| 333.90000 4006.80| Temporary Mulching | | | 0580 665E000 1500.000 SQYD| 1.19000 1785.00| 2.47000 3705.00| Polyethylene | | | 0590 665G000 1000.000 EACH| 3.43000 3430.00| 7.31000 7310.00| Sand Bags | | | 0600 665J002 1965.000 LF | 3.13000 6150.45| 4.62000 9078.30| Silt Fence | | | 0610 665O001 1965.000 LF | 1.79000 3517.35| 1.15000 2259.75| Silt Fence Removal | | | 0620 665P005 35.000 EACH| 176.31000 6170.85| 213.59000 7475.65| Inlet Protection, Stage 3 Or 4 | | | 0630 665Q002 1680.000 LF | 7.20000 12096.00| 7.12000 11961.60| Wattle | | | 0640 666A001 8.000 ACRE| 110.75000 886.00| 73.69000 589.52| Pest Control Treatment | | | 0650 674A000 20000.000 LF | 0.80000 16000.00| 1.77000 35400.00| Construction Safety Fence | | | 0660 680A001 LUMP| 7368.70000 7368.70| 13096.36000 13096.36| Geometric Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 023 -8 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20130628023 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( ) |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 698A000 LUMP| 0.00000 0.00| 0.01000 0.01| Construction Fuel (Maximum Bid Limited | | | to $ 95,265.00) | | | 0680 701A227 4.000 MILE| 2500.15000 10000.60| 2392.95000 9571.80| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0690 701A230 4.000 MILE| 2500.15000 10000.60| 2392.95000 9571.80| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0700 701B207 2300.000 LF | 0.47000 1081.00| 0.32000 736.00| Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0710 701E001 600.000 LF | 1.16000 696.00| 0.17000 102.00| Solid Temporary Traffic Stripe (Paint) | | | 0720 703A002 1162.000 SQFT| 3.37000 3915.94| 4.73000 5496.26| Traffic Control Markings, Class 2, Type | | | A | | | 0730 703D002 1162.000 SQFT| 3.37000 3915.94| 1.11000 1289.82| Temporary Traffic Control Markings | | | (Paint) | | | 0740 705A030 10.000 EACH| 3.49000 34.90| 2.78000 27.80| Pavement Markers, Class A-H, Type 2-C | | | 0750 705A031 400.000 EACH| 3.49000 1396.00| 2.78000 1112.00| Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 023 -9 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20130628023 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 23056 |( ) |HOSEA O. WEAVER & SONS, INC |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 705A032 400.000 EACH| 3.49000 1396.00| 2.78000 1112.00| Pavement Markers, Class A-H, Type 1-B | | | 0770 705A038 40.000 EACH| 3.49000 139.60| 2.78000 111.20| Pavement Markers, Class A-H, Type 2-E | | | 0780 740B000 488.000 SQFT| 5.76000 2810.88| 5.79000 2825.52| Construction Signs | | | 0790 740D000 50.000 EACH| 21.87000 1093.50| 82.40000 4120.00| Channelizing Drums | | | 0800 740E000 50.000 EACH| 10.52000 526.00| 29.86000 1493.00| Cones (36 Inches High) | | | 0810 740F002 2.000 EACH| 18.28000 36.56| 317.43000 634.86| Barricades, Type III | | | 0820 740M001 50.000 EACH| 4.98000 249.00| 0.01000 0.50| Ballast For Cone | | | 0830 742A001 3.000 EACH| 1904.88000 5714.64| 2169.39000 6508.17| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 2,181,160.61| $ 2,261,783.82| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,181,160.61| $ 2,261,783.82| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20130628024 COUNTIES : BUTLER LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACNU58340-ATRP(001) for constructing the Leveling, Resurfacing, and Traffic Stripe on CR-50 (Honoraville Road) from the junction of SR-10 east of Greenville to the Crenshaw County Line. Length 8.928 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01096 APAC MID-SOUTH, INC. $ 1,274,335.84 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,289,827.89 101.2157% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20130628024 COUNTIES : BUTLER LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 206D001 132.000 LF | 2.50000 330.00| 2.53000 333.96| Removing Guardrail | | | 0020 206E019 12.000 EACH| 200.00000 2400.00| 202.45000 2429.40| Removing Guardrail End Anchor (Type 10) | | | 0030 405A000 7209.000 GAL | 2.80000 20185.20| 6.43000 46353.87| Tack Coat | | | 0040 407B000 9.000 MILE| 185.00000 1665.00| 234.94000 2114.46| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 424A338 4205.000 TON | 81.95000 344599.75| 78.69000 330891.45| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 424A340 9239.000 TON | 80.71000 745679.69| 82.14000 758891.46| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 424C345 268.000 TON | 82.00000 21976.00| 96.26000 25797.68| Superpave Bituminous Concrete Base | | | Layer, Patching, 1 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0080 600A000 LUMP| 28685.00000 28685.00| 18194.00000 18194.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20130628024 COUNTIES : BUTLER LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 630A001 136.000 LF | 17.00000 2312.00| 17.21000 2340.56| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C003 8.000 EACH| 1425.00000 11400.00| 1442.42000 11539.36| Guardrail End Anchor, Type 13 | | | 0110 630C070 12.000 EACH| 2000.00000 24000.00| 2024.45000 24293.40| Guardrail End Anchor, Type 10 Series | | | 0120 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 55,725.00) | | | 0130 701A030 18.000 MILE| 1170.00000 21060.00| 1172.68000 21108.24| Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0140 701A034 12.000 MILE| 1170.00000 14040.00| 1172.68000 14072.16| Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0150 701A044 6.000 MILE| 820.00000 4920.00| 820.87000 4925.22| Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0160 701C000 15.000 MILE| 366.00000 5490.00| 367.79000 5516.85| Broken Temporary Traffic Stripe | | | 0170 701C001 30.000 MILE| 366.00000 10980.00| 327.39000 9821.70| Solid Temporary Traffic Stripe | | | 0180 703A004 480.000 SQFT| 2.65000 1272.00| 2.67000 1281.60| Traffic Control Markings, Class 2T, | | | Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20130628024 COUNTIES : BUTLER LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 705A032 250.000 EACH| 2.40000 600.00| 2.40000 600.00| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 866.000 EACH| 2.40000 2078.40| 2.40000 2078.40| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 348.000 SQFT| 6.10000 2122.80| 6.19000 2154.12| Construction Signs | | | 0220 740E000 20.000 EACH| 1.00000 20.00| 3.50000 70.00| Cones (36 Inches High) | | | 0230 740M001 20.000 EACH| 1.00000 20.00| 1.00000 20.00| Ballast For Cone | | | 0240 740O000 1.000 EACH| 8500.00000 8500.00| 5000.00000 5000.00| Pilot Car | | | SECTION TOTALS | $ 1,274,335.84| $ 1,289,827.89| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,274,335.84| $ 1,289,827.89| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20130628026 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : DE-A194(934) for constructing the Roadway Revitalization (Landscaping and Lighting) of SR-75 from south of Huffman Road to 25th Court NE in Centerpoint. Length 1.799 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 20638 TRIPLE J CONSTRUCTION, LLC $ 146,502.00 100.0000% 2 06034 FORESTRY ENVIRONMENTAL SERVICES, INC. $ 153,367.00 104.6859% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20130628026 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 20638 |( 2 ) 06034 |( ) |TRIPLE J CONSTRUCTION, LLC |FORESTRY ENVIRONMENTAL SERV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 125.000 CUYD| 20.00000 2500.00| 27.10000 3387.50| Unclassified Excavation | | | 0020 424B654 25.000 TON | 600.00000 15000.00| 233.92000 5848.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0030 600A000 LUMP| 4000.00000 4000.00| 5358.85000 5358.85| Mobilization | | | 0040 610D003 150.000 SQYD| 5.00000 750.00| 2.19000 328.50| Filter Blanket, Geotextile | | | 0050 660A000 215.000 CUYD| 40.00000 8600.00| 45.90000 9868.50| Plant Topsoil | | | 0060 660C048 120.000 EACH| 30.00000 3600.00| 30.96000 3715.20| Shrubs, Ilex Vomitoria Nana (Dwarf | | | Yaupon Holly) | | | 0070 660C179 100.000 EACH| 30.00000 3000.00| 11.45000 1145.00| Shrubs, Lantana 'Gold Mound' (Gold | | | Mound Lantana) | | | 0080 660C219 100.000 EACH| 40.00000 4000.00| 33.05000 3305.00| Shrubs, Rosa Knockout (Knockout Rose) | | | 0090 660C243 200.000 EACH| 30.00000 6000.00| 12.32000 2464.00| Shrubs, Tradescantia Pallida 'Purple | | | Heart' Purple Wandering Jew | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20130628026 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 20638 |( 2 ) 06034 |( ) |TRIPLE J CONSTRUCTION, LLC |FORESTRY ENVIRONMENTAL SERV | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 660D196 108.000 EACH| 400.00000 43200.00| 415.32000 44854.56| Trees, Lagerstroemia Indica X Faurei | | | 'Tonto' (Tonta Crepe Myrtle) | | | 0110 660J000 100.000 CUYD| 40.00000 4000.00| 74.02000 7402.00| Plant Mulch | | | 0120 665Q002 250.000 LF | 7.00000 1750.00| 5.72000 1430.00| Wattle | | | 0130 674A000 1000.000 LF | 3.00000 3000.00| 5.11000 5110.00| Construction Safety Fence | | | 0140 680A001 LUMP| 2000.00000 2000.00| 6113.50000 6113.50| Geometric Controls | | | 0150 740B000 428.000 SQFT| 9.00000 3852.00| 6.73000 2880.44| Construction Signs | | | 0160 740D000 50.000 EACH| 50.00000 2500.00| 35.46000 1773.00| Channelizing Drums | | | 0170 740E000 50.000 EACH| 20.00000 1000.00| 14.67000 733.50| Cones (36 Inches High) | | | 0180 740M001 50.000 EACH| 5.00000 250.00| 4.89000 244.50| Ballast For Cone | | | 0190 741C010 1.000 EACH| 2500.00000 2500.00| 1100.48000 1100.48| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0200 750Z220 LUMP| 35000.00000 35000.00| 46304.47000 46304.47| Roadway Lighting | | | SECTION TOTALS | $ 146,502.00| $ 153,367.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 146,502.00| $ 153,367.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20130628032 COUNTIES : HENRY LETTING DATE : 06/28/13 10:00 AM DIVISION : 07 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : HSIP-STPOA-0095(502) for constructing the Planing, Widening, Resurfacing and Traffic Stripe on SR-95 from the Houston County Line to Haleburg (MP 32.867). Length 8.545 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,727,828.61 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 2,781,140.68 101.9544% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130628032 COUNTIES : HENRY LETTING DATE : 06/28/13 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 206C010 116.000 SQYD| 21.10000 2447.60| 33.96000 3939.36| Removing Concrete Driveway | | | 0020 209A000 3.000 EACH| 187.18000 561.54| 241.94000 725.82| Mailbox Reset, Single | | | 0030 209A001 1.000 EACH| 235.42000 235.42| 288.61000 288.61| Mailbox Reset, Double | | | 0040 210D021 3481.000 CUYD| 9.25000 32199.25| 8.00000 27848.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0050 212A000 890.000 STA | 54.00000 48060.00| 37.66000 33517.40| Machine Grading Shoulders | | | 0060 405A000 19592.000 GAL | 4.34000 85029.28| 2.69000 52702.48| Tack Coat | | | 0070 407B000 9.000 MILE| 554.58000 4991.22| 200.21000 1801.89| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0080 408A052 121135.000 SQYD| 0.91000 110232.85| 0.74000 89639.90| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 410C000 1.000 EACH| 4288.32000 4288.32| 6314.20000 6314.20| Contractor Retained Profilograph | | | 0100 410H000 1.000 EACH| 10000.00000 10000.00| 38370.00000 38370.00| Material Remixing Device | | | 0110 424A358 500.000 TON | 91.00000 45500.00| 89.68000 44840.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130628032 COUNTIES : HENRY LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 424A361 11798.000 TON | 84.00000 991032.00| 82.44000 972627.12| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0130 424B650 9884.000 TON | 75.77000 748910.68| 77.02000 761265.68| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 424B655 500.000 TON | 95.00000 47500.00| 152.45000 76225.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0150 424B663 3483.000 TON | 70.00000 243810.00| 76.87000 267738.21| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0160 428C000 87951.000 LF | 0.10000 8795.10| 0.09000 7915.59| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0170 600A000 LUMP| 126150.00000 126150.00| 160000.00000 160000.00| Mobilization | | | 0180 610D003 1000.000 SQYD| 3.97000 3970.00| 2.16000 2160.00| Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130628032 COUNTIES : HENRY LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 650A000 4160.000 CUYD| 9.25000 38480.00| 7.27000 30243.20| Topsoil | | | 0200 652A100 21.000 ACRE| 697.48000 14647.08| 703.77000 14779.17| Seeding | | | 0210 652C000 54.000 ACRE| 23.50000 1269.00| 23.46000 1266.84| Mowing | | | 0220 656A010 21.000 ACRE| 398.56000 8369.76| 469.18000 9852.78| Mulching | | | 0230 659C002 10000.000 SQYD| 1.00000 10000.00| 1.17000 11700.00| Erosion Control Product, Type S2 | | | 0240 659C006 6600.000 SQYD| 2.40000 15840.00| 3.04000 20064.00| Erosion Control Product, Type C6 | | | 0250 665A000 7.000 ACRE| 4.70000 32.90| 5.53000 38.71| Temporary Seeding | | | 0260 665B001 21.000 TON | 4.70000 98.70| 5.53000 116.13| Temporary Mulching | | | 0270 665G000 120.000 EACH| 1.50000 180.00| 1.77000 212.40| Sand Bags | | | 0280 665J002 2575.000 LF | 1.50000 3862.50| 1.77000 4557.75| Silt Fence | | | 0290 665N000 200.000 TON | 49.21000 9842.00| 78.60000 15720.00| Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0300 665O001 2575.000 LF | 0.10000 257.50| 0.00000 0.00| Silt Fence Removal | | | 0310 665P005 5.000 EACH| 84.60000 423.00| 138.32000 691.60| Inlet Protection, Stage 3 Or 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130628032 COUNTIES : HENRY LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665Q002 5155.000 LF | 2.59000 13351.45| 3.10000 15980.50| Wattle | | | 0330 666A001 21.000 ACRE| 0.01000 0.21| 0.01000 0.21| Pest Control Treatment | | | 0340 680A001 LUMP| 500.00000 500.00| 0.00000 0.00| Geometric Controls | | | 0350 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 129,135.00) | | | 0360 701A227 18.000 MILE| 1860.00000 33480.00| 2058.19000 37047.42| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0370 701A230 5.000 MILE| 1980.00000 9900.00| 2190.98000 10954.90| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0380 701A244 8.000 MILE| 1100.00000 8800.00| 1217.21000 9737.68| Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0390 701C000 23.000 MILE| 400.00000 9200.00| 442.62000 10180.26| Broken Temporary Traffic Stripe | | | 0400 701C001 49.000 MILE| 400.00000 19600.00| 442.62000 21688.38| Solid Temporary Traffic Stripe | | | 0410 701D007 1.000 MILE| 100.00000 100.00| 110.66000 110.66| Solid Traffic Stripe Removed (Paint) | | | 0420 701D008 1.000 MILE| 100.00000 100.00| 110.66000 110.66| Solid Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130628032 COUNTIES : HENRY LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 701D014 1.000 MILE| 100.00000 100.00| 110.66000 110.66| Broken Traffic Stripe Removed (Paint) | | | 0440 701D015 1.000 MILE| 100.00000 100.00| 110.66000 110.66| Broken Traffic Stripe Removed (Plastic) | | | 0450 701G146 394.000 LF | 4.00000 1576.00| 4.43000 1745.42| Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0460 701G150 197.000 LF | 3.00000 591.00| 3.32000 654.04| Broken Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0470 701G154 197.000 LF | 4.00000 788.00| 4.43000 872.71| Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0480 703A002 508.000 SQFT| 3.50000 1778.00| 3.87000 1965.96| Traffic Control Markings, Class 2, Type | | | A | | | 0490 703D001 1016.000 SQFT| 0.50000 508.00| 0.55000 558.80| Temporary Traffic Control Markings | | | 0500 705A032 167.000 EACH| 3.00000 501.00| 3.32000 554.44| Pavement Markers, Class A-H, Type 1-B | | | 0510 705A037 636.000 EACH| 3.00000 1908.00| 3.32000 2111.52| Pavement Markers, Class A-H, Type 2-D | | | 0520 740B000 1013.000 SQFT| 6.25000 6331.25| 6.92000 7009.96| Construction Signs | | | 0530 740E000 100.000 EACH| 7.00000 700.00| 9.07000 907.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20130628032 COUNTIES : HENRY LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 740M001 100.000 EACH| 4.00000 400.00| 5.67000 567.00| Ballast For Cone | | | 0550 740O000 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 2,727,828.61| $ 2,781,140.68| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,727,828.61| $ 2,781,140.68| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20130628035 COUNTIES : LEE LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0038(532) for constructing the Planing, Resurfacing, and Traffic Stripe on SR-38 (US-280) from SR-147 to 0.3 miles west of Veterans Parkway northwest of Opelika. Length 3.460 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 2,450,613.71 100.0000% 2 18030 ROBINSON PAVING COMPANY, INC. $ 2,850,466.70 116.3164% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20130628035 COUNTIES : LEE LETTING DATE : 06/28/13 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 401B100 104135.000 SQYD| 1.19000 123920.65| 1.14000 118713.90| Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 15512.000 GAL | 3.00000 46536.00| 3.00000 46536.00| Tack Coat | | | 0030 407B000 11.000 MILE| 200.00000 2200.00| 300.00000 3300.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0040 408A052 105554.000 SQYD| 0.76000 80221.04| 1.44000 151997.76| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 408A053 2000.000 SQYD| 4.00000 8000.00| 3.00000 6000.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0060 410C000 1.000 EACH| 4000.00000 4000.00| 5000.00000 5000.00| Contractor Retained Profilograph | | | 0070 410H000 1.000 EACH| 118600.00000 118600.00| 8250.00000 8250.00| Material Remixing Device | | | 0080 424A280 7822.000 TON | 69.16000 540969.52| 76.85000 601120.70| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0090 424A358 2314.000 TON | 67.81000 156912.34| 82.50000 190905.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20130628035 COUNTIES : LEE LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 424A360 5024.000 TON | 65.33000 328217.92| 71.95000 361476.80| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0110 424A366 300.000 TON | 67.50000 20250.00| 82.50000 24750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0120 424A369 90.000 TON | 67.50000 6075.00| 120.50000 10845.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0130 424B280 9452.000 TON | 64.64000 610977.28| 75.25000 711263.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0140 424B684 463.000 TON | 55.00000 25465.00| 129.44000 59930.72| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0150 424B688 4520.000 TON | 46.42000 209818.40| 70.56000 318931.20| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20130628035 COUNTIES : LEE LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 428C000 72094.000 LF | 0.09000 6488.46| 0.25000 18023.50| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0170 430B043 728.000 TON | 24.00000 17472.00| 25.80000 18782.40| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0180 600A000 LUMP| 2000.00000 2000.00| 66074.69000 66074.69| Mobilization | | | 0190 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ $150,000.00) | | | 0200 701A227 10.000 MILE| 1974.00000 19740.00| 2063.25000 20632.50| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0210 701A230 7.000 MILE| 1895.00000 13265.00| 2063.25000 14442.75| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0220 701A240 7.000 MILE| 1158.00000 8106.00| 1443.75000 10106.25| Broken White, Class 2, Type A Traffic | | | Stripe | | | 0230 701B205 13276.000 LF | 0.37000 4912.12| 0.27000 3584.52| Dotted, Class 2, Type A, Traffic Stripe | | | 0240 701C000 32.000 MILE| 421.05000 13473.60| 372.75000 11928.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20130628035 COUNTIES : LEE LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0250 701C001 64.000 MILE| 421.05000 26947.20| 372.25000 23824.00| Solid Temporary Traffic Stripe | | | 0260 701G252 1300.000 LF | 4.22000 5486.00| 5.51000 7163.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) (Rumble Strip) | | | 0270 703A002 2023.000 SQFT| 2.95000 5967.85| 2.63000 5320.49| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703B002 1697.000 SQFT| 2.95000 5006.15| 4.46000 7568.62| Traffic Control Legends, Class 2, Type | | | 0290 703D001 778.000 SQFT| 0.53000 412.34| 1.31000 1019.18| Temporary Traffic Control Markings | | | 0300 705A030 24.000 EACH| 3.16000 75.84| 2.63000 63.12| Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 690.000 EACH| 3.16000 2180.40| 2.63000 1814.70| Pavement Markers, Class A-H, Type 1-A | | | 0320 705A032 10.000 EACH| 3.16000 31.60| 2.63000 26.30| Pavement Markers, Class A-H, Type 1-B | | | 0330 730H001 4000.000 LF | 2.15000 8600.00| 2.15000 8600.00| Loop Wire | | | 0340 730I001 3500.000 LF | 0.60000 2100.00| 0.60000 2100.00| Loop Detector Lead-In-Cable | | | 0350 740B000 1316.000 SQFT| 8.50000 11186.00| 7.35000 9672.60| Construction Signs | | | 0360 740E000 100.000 EACH| 10.00000 1000.00| 1.00000 100.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20130628035 COUNTIES : LEE LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 740M001 100.000 EACH| 10.00000 1000.00| 1.00000 100.00| Ballast For Cone | | | 0380 741C010 1.000 EACH| 13000.00000 13000.00| 500.00000 500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,450,613.71| $ 2,850,466.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,450,613.71| $ 2,850,466.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20130628037 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 CONTRACT TIME : 130 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : SRTS-SR09(903) for constructing the Installation of Sidewalks, Crosswalks, SRTS-SR09(904) and Signs near Mountain Brook Elementary School along Canterbury Road, Overhill Road, and Watkins Road & near Crestline Elementary School along Vine Street and West Montcrest Drive in Mountain Brook. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 16048 WALKER PATTON COMPANY, INC. $ 635,256.19 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130628037 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 18030 |( ) |WALKER PATTON COMPANY, INC. |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 201A002 LUMP| 8000.00000 8000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $ 4,000.00 Per Acre) (Approx. 2 Acres) | | | | | | 0020 206C000 61.000 SQYD| 11.25000 686.25| | Removing Concrete Sidewalk | | | 0030 206C010 361.000 SQYD| 11.25000 4061.25| | Removing Concrete Driveway | | | 0040 206D000 30.000 LF | 11.25000 337.50| | Removing Pipe | | | 0050 206D003 5060.000 LF | 11.25000 56925.00| | Removing Curb And Gutter | | | 0060 206E001 5.000 EACH| 200.00000 1000.00| | Removing Inlets | | | 0070 206E042 2.000 EACH| 200.00000 400.00| | Removing Inlets (Partial) | | | 0080 209A000 23.000 EACH| 100.00000 2300.00| | Mailbox Reset, Single | | | 0090 210A000 1283.000 CUYD| 20.36000 26121.88| | Unclassified Excavation | | | 0100 214A000 30.000 CUYD| 10.00000 300.00| | Structure Excavation | | | 0110 214B001 7.000 CUYD| 50.00000 350.00| | Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130628037 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 18030 |( ) |WALKER PATTON COMPANY, INC. |ROBINSON PAVING COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 305A051 657.000 CUYD| 27.00000 17739.00| | Coarse Aggregate, Section 801, For | | | Miscellaneous Use | | | 0130 424A336 25.000 TON | 190.00000 4750.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0140 424C340 78.000 TON | 200.00000 15600.00| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0150 530A001 17.000 LF | 150.00000 2550.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0160 530A101 3.000 LF | 150.00000 450.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0170 530A104 4.000 LF | 250.00000 1000.00| | 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0180 532D000 18.000 LF | 303.00000 5454.00| | Trench Drain (Including Grate) | | | 0190 600A000 LUMP| 56025.00000 56025.00| | Mobilization | | | 0200 613D000 634.000 LF | 27.00000 17118.00| | Brick Curb | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130628037 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 18030 |( ) |WALKER PATTON COMPANY, INC. |ROBINSON PAVING COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 618A000 3289.000 SQYD| 48.65000 160009.85| | Concrete Sidewalk, 4" Thick | | | 0220 618B003 726.000 SQYD| 53.00000 38478.00| | Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0230 620A000 3.000 CUYD| 750.00000 2250.00| | Minor Structure Concrete | | | 0240 621C049 1.000 EACH| 2305.00000 2305.00| | Inlets, Type S1 Or S3 (2 Wing) | | | (Modified) | | | 0250 621C076 7.000 EACH| 2430.00000 17010.00| | Inlets, Type E (Modified) | | | 0260 621D008 1.000 EACH| 450.00000 450.00| | Inlet Units, Type E | | | 0270 623A001 697.000 LF | 15.58000 10859.26| | Concrete Gutter (Valley) | | | 0280 623A005 378.000 LF | 18.00000 6804.00| | Concrete Gutter (2' 0" Wide) | | | 0290 623B002 776.000 LF | 11.00000 8536.00| | Concrete Curb, Type A | | | 0300 623C000 68.000 LF | 22.00000 1496.00| | Combination Curb & Gutter, Type C | | | 0310 623C003 3430.000 LF | 22.00000 75460.00| | Combination Curb & Gutter, Type C | | | (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130628037 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 18030 |( ) |WALKER PATTON COMPANY, INC. |ROBINSON PAVING COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 637A000 270.000 LF | 18.00000 4860.00| | Fence Reset | | | 0330 641R510 27.000 EACH| 275.00000 7425.00| | 3/4 Inch Water Meter And Box Reset | | | 0340 641S500 7.000 EACH| 100.00000 700.00| | Valve Box Reset | | | 0350 650A000 421.000 CUYD| 1.00000 421.00| | Topsoil | | | 0360 650B000 130.000 CUYD| 31.00000 4030.00| | Topsoil From Stockpiles | | | 0370 654A005 2530.000 SQYD| 7.00000 17710.00| | Solid Sodding (Emerald Zoysia) | | | 0380 659C002 1011.000 SQYD| 2.00000 2022.00| | Erosion Control Product, Type S2 | | | 0390 660C008 96.000 EACH| 24.50000 2352.00| | Shrubs, Azalea Indica (Indica Azalea) | | | ('Mrs. G. G. Gerbing') | | | 0400 660C074 62.000 EACH| 2.70000 167.40| | Shrubs, Liriope Muscari (Big Blue | | | Liriope) | | | 0410 660C090 80.000 EACH| 3.70000 296.00| | Shrubs, Ophiopogon Japonicus (Mondo | | | Grass) | | | 0420 660C183 26.000 EACH| 24.50000 637.00| | Shrubs, Rhododendron Rutherford 'Red | | | Ruffle' (Red Ruffle Azalea) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 037 -6 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130628037 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 18030 |( ) |WALKER PATTON COMPANY, INC. |ROBINSON PAVING COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 660C221 20.000 EACH| 280.00000 5600.00| | Shrubs, Ilex 'Mary Nell' (Mary Nell | | | Holly) | | | 0440 660D059 3.000 EACH| 376.00000 1128.00| | Trees, Magnolia Grandiflora 'Claudia | | | Wannamaker' (Claudia Magnolia) | | | 0450 660D152 1.000 EACH| 279.00000 279.00| | Trees, Lagerstroemia Indica X Fauriei | | | 'Natchez' (Natchez Crapemyrtle) | | | 0460 660D212 1.000 EACH| 369.00000 369.00| | Trees, Cedrus Deodara (Deodara Cedar) | | | 0470 660D217 1.000 EACH| 532.00000 532.00| | Trees, Acer Saccharum 'Legacy' (Legacy | | | Sugar Maple) | | | 0480 660K000 325.000 BALE| 7.50000 2437.50| | Pinestraw Mulch | | | 0490 665F000 12.000 EACH| 7.00000 84.00| | Hay Bales | | | 0500 665J002 1913.000 LF | 3.75000 7173.75| | Silt Fence | | | 0510 665O001 1913.000 LF | 0.75000 1434.75| | Silt Fence Removal | | | 0520 665P005 8.000 EACH| 275.00000 2200.00| | Inlet Protection, Stage 3 Or 4 | | | 0530 665Q002 115.000 LF | 6.00000 690.00| | Wattle | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 037 -7 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20130628037 COUNTIES : JEFFERSON LETTING DATE : 06/28/13 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 18030 |( ) |WALKER PATTON COMPANY, INC. |ROBINSON PAVING COMPANY, I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 680A001 LUMP| 4500.00000 4500.00| | Geometric Controls | | | 0550 701G253 557.000 LF | 3.00000 1671.00| | Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0560 703A002 1890.000 SQFT| 4.23000 7994.70| | Traffic Control Markings, Class 2, Type | | | A | | | 0570 710A125 90.000 SQFT| 22.19000 1997.10| | Class 7, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge(Type IV, VII, VIII Or IX | | | Background) | | | | | | 0580 710B001 90.000 LF | 11.10000 999.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0590 740B000 472.000 SQFT| 10.00000 4720.00| | Construction Signs | | | 0600 740D000 100.000 EACH| 55.00000 5500.00| | Channelizing Drums | | | 0610 740E000 250.000 EACH| 1.00000 250.00| | Cones (36 Inches High) | | | 0620 740M001 250.000 EACH| 1.00000 250.00| | Ballast For Cone | | | SECTION TOTALS | $ 635,256.19| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 635,256.19| $ 2,850,466.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20130628038 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0042(525) for constructing the Planing, Resurfacing, and Traffic Stripe on SR-42 (US-98) from SR-104 (MP 43.685) to CR-98 (MP 52.241) in Barnwell. Length 8.555 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 2,227,884.97 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 2,234,953.13 100.3173% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 2,298,507.84 103.1700% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20130628038 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 13008 |( 3 ) 23011 |JOHN G. WALTON CONSTRUCTION |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 206C000 99.000 SQYD| 0.01000 0.99| 79.50000 7870.50| 55.00000 5445.00 Removing Concrete Sidewalk | | | 0020 206D003 10.000 LF | 0.01000 0.10| 26.50000 265.00| 35.00000 350.00 Removing Curb And Gutter | | | 0030 206D005 80.000 LF | 0.01000 0.80| 26.50000 2120.00| 22.20000 1776.00 Removing Gutter | | | 0040 212A000 208.000 STA | 25.33000 5268.64| 30.00000 6240.00| 37.50000 7800.00 Machine Grading Shoulders | | | 0050 405A000 15644.000 GAL | 3.31000 51781.64| 3.70000 57882.80| 3.35000 52407.40 Tack Coat | | | 0060 407B000 36.000 MILE| 154.11000 5547.96| 200.00000 7200.00| 190.00000 6840.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0070 408A052 141441.000 SQYD| 0.40000 56576.40| 0.01000 1414.41| 0.49000 69306.09 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 410H000 1.000 EACH| 10060.00000 10060.00| 0.01000 0.01| 42000.00000 42000.00 Material Remixing Device | | | 0090 424A360 24247.000 TON | 67.15000 1628186.05| 68.50000 1660919.50| 66.85000 1620911.95 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0100 424B655 25.000 TON | 71.00000 1775.00| 68.50000 1712.50| 56.00000 1400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20130628038 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 13008 |( 3 ) 23011 |JOHN G. WALTON CONSTRUCTION |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 424B659 100.000 TON | 71.00000 7100.00| 68.50000 6850.00| 56.00000 5600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0120 424B662 876.000 TON | 71.00000 62196.00| 63.65000 55757.40| 61.50000 53874.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0130 600A000 LUMP| 8500.00000 8500.00| 131667.00000 131667.00| 44000.00000 44000.00 Mobilization | | | 0140 610D003 2681.000 SQYD| 3.14000 8418.34| 1.30000 3485.30| 5.00000 13405.00 Filter Blanket, Geotextile | | | 0150 614A000 1.000 CUYD| 1260.16000 1260.16| 1590.00000 1590.00| 1500.00000 1500.00 Slope Paving | | | 0160 618A000 139.000 SQYD| 192.88000 26810.32| 280.00000 38920.00| 150.00000 20850.00 Concrete Sidewalk, 4" Thick | | | 0170 650A000 5837.000 CUYD| 14.02000 81834.74| 0.01000 58.37| 14.65000 85512.05 Topsoil | | | 0180 652A100 15.000 ACRE| 856.00000 12840.00| 635.00000 9525.00| 800.00000 12000.00 Seeding | | | 0190 652C000 17.000 ACRE| 107.00000 1819.00| 125.00000 2125.00| 100.00000 1700.00 Mowing | | | 0200 654A001 240.000 SQYD| 5.35000 1284.00| 5.30000 1272.00| 5.00000 1200.00 Solid Sodding (Bermuda) | | | 0210 656A010 15.000 ACRE| 535.00000 8025.00| 475.00000 7125.00| 500.00000 7500.00 Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20130628038 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 13008 |( 3 ) 23011 |JOHN G. WALTON CONSTRUCTION |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0220 665A000 8.000 ACRE| 535.00000 4280.00| 500.00000 4000.00| 700.00000 5600.00 Temporary Seeding | | | 0230 665B001 16.000 TON | 321.00000 5136.00| 300.00000 4800.00| 450.00000 7200.00 Temporary Mulching | | | 0240 665G000 25.000 EACH| 7.49000 187.25| 4.25000 106.25| 8.00000 200.00 Sand Bags | | | 0250 665J002 250.000 LF | 4.28000 1070.00| 5.00000 1250.00| 4.00000 1000.00 Silt Fence | | | 0260 665O001 250.000 LF | 2.14000 535.00| 0.85000 212.50| 2.00000 500.00 Silt Fence Removal | | | 0270 665Q002 250.000 LF | 6.42000 1605.00| 9.40000 2350.00| 6.00000 1500.00 Wattle | | | 0280 666A001 8.000 ACRE| 53.50000 428.00| 50.00000 400.00| 50.00000 400.00 Pest Control Treatment | | | 0290 674A000 500.000 LF | 3.03000 1515.00| 2.00000 1000.00| 3.00000 1500.00 Construction Safety Fence | | | 0300 680A001 LUMP| 4065.00000 4065.00| 0.01000 0.01| 2000.00000 2000.00 Geometric Controls | | | 0310 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 140,000.00) | | | 0320 701A227 19.000 MILE| 2086.50000 39643.50| 2065.00000 39235.00| 2050.00000 38950.00 Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0330 701A230 10.000 MILE| 2086.50000 20865.00| 2065.00000 20650.00| 2050.00000 20500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20130628038 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 13008 |( 3 ) 23011 |JOHN G. WALTON CONSTRUCTION |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 701A239 11.000 MILE| 1251.90000 13770.90| 1165.00000 12815.00| 1155.00000 12705.00 Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0350 701A244 6.000 MILE| 1251.90000 7511.40| 1165.00000 6990.00| 1155.00000 6930.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0360 701B207 10329.000 LF | 0.32000 3305.28| 0.45000 4648.05| 0.45000 4648.05 Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0370 701C000 17.000 MILE| 444.05000 7548.85| 425.00000 7225.00| 420.00000 7140.00 Broken Temporary Traffic Stripe | | | 0380 701C001 29.000 MILE| 444.05000 12877.45| 425.00000 12325.00| 420.00000 12180.00 Solid Temporary Traffic Stripe | | | 0390 701G146 66.000 LF | 10.70000 706.20| 4.25000 280.50| 4.20000 277.20 Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0400 701G150 33.000 LF | 7.49000 247.17| 4.25000 140.25| 4.20000 138.60 Broken Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0410 701H002 66.000 LF | 2.68000 176.88| 2.15000 141.90| 2.10000 138.60 Solid Traffic Stripe Removed (Tape) | | | 0420 701H007 33.000 LF | 1.87000 61.71| 2.15000 70.95| 2.10000 69.30 Broken Traffic Stripe Removed (Tape) | | | 0430 703A002 14242.000 SQFT| 2.78000 39592.76| 2.65000 37741.30| 2.65000 37741.30 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 038 -6 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20130628038 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 13008 |( 3 ) 23011 |JOHN G. WALTON CONSTRUCTION |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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 703B002 1188.000 SQFT| 5.19000 6165.72| 2.65000 3148.20| 2.65000 3148.20 Traffic Control Legends, Class 2, Type | | | 0450 703D001 9520.000 SQFT| 1.02000 9710.40| 0.35000 3332.00| 0.35000 3332.00 Temporary Traffic Control Markings | | | 0460 705A030 1009.000 EACH| 2.41000 2431.69| 2.65000 2673.85| 2.65000 2673.85 Pavement Markers, Class A-H, Type 2-C | | | 0470 705A031 853.000 EACH| 2.41000 2055.73| 2.65000 2260.45| 2.65000 2260.45 Pavement Markers, Class A-H, Type 1-A | | | 0480 705A032 534.000 EACH| 2.41000 1286.94| 2.65000 1415.10| 2.65000 1415.10 Pavement Markers, Class A-H, Type 1-B | | | 0490 705A037 746.000 EACH| 2.41000 1797.86| 2.65000 1976.90| 2.65000 1976.90 Pavement Markers, Class A-H, Type 2-D | | | 0500 705A038 288.000 EACH| 2.41000 694.08| 2.65000 763.20| 2.65000 763.20 Pavement Markers, Class A-H, Type 2-E | | | 0510 730H001 22688.000 LF | 2.16000 49006.08| 2.15000 48779.20| 2.15000 48779.20 Loop Wire | | | 0520 740B000 1492.000 SQFT| 5.56000 8295.52| 6.85000 10220.20| 5.20000 7758.40 Construction Signs | | | 0530 740D000 250.000 EACH| 0.01000 2.50| 0.01000 2.50| 18.50000 4625.00 Channelizing Drums | | | 0540 740O000 1.000 EACH| 2024.94000 2024.94| 0.01000 0.01| 3400.00000 3400.00 Pilot Car | | | 0550 741C010 2.000 EACH| 0.01000 0.02| 0.01000 0.02| 840.00000 1680.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,227,884.97| $ 2,234,953.13| $ 2,298,507.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,227,884.97| $ 2,234,953.13| $ 2,298,507.84 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20130628039 COUNTIES : COVINGTON CONECUH LETTING DATE : 06/28/13 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : EB-0055(510) for constructing the Planing, Resurfacing and Traffic Stripe on SR-55 from the North City Limits of Red Level to the Conecuh/Butler County Line. Length 10.276 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 897,155.35 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 1,145,665.36 127.6998% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130628039 COUNTIES : COVINGTON CONECUH LETTING DATE : 06/28/13 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 405A000 7308.000 GAL | 4.04000 29524.32| 3.25000 23751.00| Tack Coat | | | 0020 407B000 11.000 MILE| 263.00000 2893.00| 200.00000 2200.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 408A052 79379.000 SQYD| 0.79000 62709.41| 1.30000 103192.70| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 8906.000 SQYD| 0.91000 8104.46| 1.56000 13893.36| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410H000 1.000 EACH| 10000.00000 10000.00| 14100.00000 14100.00| Material Remixing Device | | | 0060 420A015 412.000 TON | 150.31000 61927.72| 165.25000 68083.00| Polymer Modified Open Graded Friction | | | Course | | | 0070 424A358 200.000 TON | 74.17000 14834.00| 105.50000 21100.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0080 424A361 7284.000 TON | 77.19000 562251.96| 96.50000 702906.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130628039 COUNTIES : COVINGTON CONECUH LETTING DATE : 06/28/13 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 424B655 500.000 TON | 102.15000 51075.00| 75.00000 37500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0100 428C000 100537.000 LF | 0.11000 11059.07| 0.20000 20107.40| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0110 600A000 LUMP| 24667.00000 24667.00| 61000.00000 61000.00| Mobilization | | | 0120 680A001 LUMP| 250.00000 250.00| 4000.00000 4000.00| Geometric Controls | | | 0130 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 48,030.00) | | | 0140 701A227 5.000 MILE| 2628.09000 13140.45| 2600.00000 13000.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0150 701A230 5.000 MILE| 2628.09000 13140.45| 2600.00000 13000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0160 701A239 5.000 MILE| 1448.13000 7240.65| 1500.00000 7500.00| Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0170 701C000 5.000 MILE| 429.08000 2145.40| 425.00000 2125.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130628039 COUNTIES : COVINGTON CONECUH LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 701C001 10.000 MILE| 429.08000 4290.80| 425.00000 4250.00| Solid Temporary Traffic Stripe | | | 0190 701D007 1.000 MILE| 107.27000 107.27| 110.00000 110.00| Solid Traffic Stripe Removed (Paint) | | | 0200 701D008 1.000 MILE| 107.27000 107.27| 110.00000 110.00| Solid Traffic Stripe Removed (Plastic) | | | 0210 701D014 1.000 MILE| 107.27000 107.27| 110.00000 110.00| Broken Traffic Stripe Removed (Paint) | | | 0220 701D015 1.000 MILE| 107.27000 107.27| 110.00000 110.00| Broken Traffic Stripe Removed (Plastic) | | | 0230 703A002 532.000 SQFT| 3.49000 1856.68| 3.50000 1862.00| Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 274.000 SQFT| 3.49000 956.26| 3.50000 959.00| Traffic Control Legends, Class 2, Type | | | 0250 703D001 604.000 SQFT| 0.54000 326.16| 0.55000 332.20| Temporary Traffic Control Markings | | | 0260 703E001 411.000 SQFT| 0.54000 221.94| 0.55000 226.05| Temporary Traffic Control Legends | | | 0270 705A030 290.000 EACH| 3.22000 933.80| 3.20000 928.00| Pavement Markers, Class A-H, Type 2-C | | | 0280 705A037 590.000 EACH| 3.22000 1899.80| 3.20000 1888.00| Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 761.000 SQFT| 5.90000 4489.90| 7.65000 5821.65| Construction Signs | | | 0300 740E000 300.000 EACH| 10.86000 3258.00| 45.00000 13500.00| Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20130628039 COUNTIES : COVINGTON CONECUH LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740M001 300.000 EACH| 5.43000 1629.00| 10.00000 3000.00| Ballast For Cone | | | 0320 741C010 2.000 EACH| 950.52000 1901.04| 2500.00000 5000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 897,155.35| $ 1,145,665.36| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 897,155.35| $ 1,145,665.36| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20130628042 COUNTIES : GENEVA LETTING DATE : 06/28/13 10:00 AM DIVISION : 07 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-HSIP-0087(511) for constructing the Planing, Resurfacing, Safety Widening, and Traffic Stripe on SR-87 from the Florida State Line to the North City Limits of Samson. Length 10.375 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 3,487,256.90 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 3,934,895.72 112.8364% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130628042 COUNTIES : GENEVA LETTING DATE : 06/28/13 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 201A002 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre) (Approximately 1 Acre) | | | | | | 0020 206C003 55.000 SQYD| 24.51000 1348.05| 14.62000 804.10| Removing Concrete Flumes | | | 0030 206C010 139.000 SQYD| 14.55000 2022.45| 30.54000 4245.06| Removing Concrete Driveway | | | 0040 206D001 775.000 LF | 2.03000 1573.25| 2.22000 1720.50| Removing Guardrail | | | 0050 209A000 5.000 EACH| 139.17000 695.85| 254.68000 1273.40| Mailbox Reset, Single | | | 0060 209A001 1.000 EACH| 219.81000 219.81| 285.14000 285.14| Mailbox Reset, Double | | | 0070 210D021 1105.000 CUYD| 7.50000 8287.50| 21.81000 24100.05| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0080 212A000 940.000 STA | 59.26000 55704.40| 47.50000 44650.00| Machine Grading Shoulders | | | 0090 405A000 22319.000 GAL | 2.50000 55797.50| 2.84000 63385.96| Tack Coat | | | 0100 407B000 12.000 MILE| 410.00000 4920.00| 195.15000 2341.80| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130628042 COUNTIES : GENEVA LETTING DATE : 06/28/13 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 408A052 160992.000 SQYD| 0.69000 111084.48| 1.10000 177091.20| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0120 410C000 1.000 EACH| 5441.60000 5441.60| 910.00000 910.00| Contractor Retained Profilograph | | | 0130 410H000 1.000 EACH| 43250.00000 43250.00| 52000.00000 52000.00| Material Remixing Device | | | 0140 424A358 200.000 TON | 105.32000 21064.00| 127.85000 25570.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0150 424A361 13741.000 TON | 88.72000 1219101.52| 89.35000 1227758.35| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0160 424B650 11140.000 TON | 74.04000 824805.60| 85.41000 951467.40| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0170 424B655 200.000 TON | 150.00000 30000.00| 151.38000 30276.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130628042 COUNTIES : GENEVA LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424B663 3726.000 TON | 75.90000 282803.40| 87.84000 327291.84| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0190 428C000 93161.000 LF | 0.09000 8384.49| 0.10000 9316.10| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0200 430B050 125.000 TON | 57.91000 7238.75| 79.06000 9882.50| Aggregate Surfacing(ALDOT#1) | | | 0210 600A000 LUMP| 240269.33000 240269.33| 154350.00000 154350.00| Mobilization | | | 0220 610C001 6875.000 TON | 35.00000 240625.00| 60.03000 412706.25| Loose Riprap, Class 2 | | | 0230 610D003 5550.000 SQYD| 3.45000 19147.50| 5.39000 29914.50| Filter Blanket, Geotextile | | | 0240 614A000 7.000 CUYD| 759.43000 5316.01| 833.82000 5836.74| Slope Paving | | | 0250 623B002 781.000 LF | 35.44000 27678.64| 38.91000 30388.71| Concrete Curb, Type A | | | 0260 630A001 800.000 LF | 24.81000 19848.00| 27.24000 21792.00| Steel Beam Guardrail, Class A, Type 2 | | | 0270 630C050 1.000 EACH| 2177.04000 2177.04| 2390.29000 2390.29| Guardrail End Anchor, Type 20 Series | | | 0280 650A000 3465.000 CUYD| 11.00000 38115.00| 13.30000 46084.50| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 042 -5 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130628042 COUNTIES : GENEVA LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 652A100 23.000 ACRE| 739.18000 17001.14| 707.08000 16262.84| Seeding | | | 0300 652C000 74.000 ACRE| 22.28000 1648.72| 24.46000 1810.04| Mowing | | | 0310 656A010 23.000 ACRE| 491.10000 11295.30| 539.20000 12401.60| Mulching | | | 0320 659C002 225.000 SQYD| 1.07000 240.75| 1.06000 238.50| Erosion Control Product, Type S2 | | | 0330 659C006 300.000 SQYD| 2.68000 804.00| 3.22000 966.00| Erosion Control Product, Type C6 | | | 0340 665A000 8.000 ACRE| 5.06000 40.48| 5.56000 44.48| Temporary Seeding | | | 0350 665B001 23.000 TON | 5.06000 116.38| 5.56000 127.88| Temporary Mulching | | | 0360 665E000 150.000 SQYD| 0.01000 1.50| 0.01000 1.50| Polyethylene | | | 0370 665G000 30.000 EACH| 1.62000 48.60| 1.78000 53.40| Sand Bags | | | 0380 665J002 5560.000 LF | 1.77000 9841.20| 1.83000 10174.80| Silt Fence | | | 0390 665N000 30.000 TON | 48.41000 1452.30| 81.40000 2442.00| Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | 0400 665O001 5560.000 LF | 0.01000 55.60| 0.00000 0.00| Silt Fence Removal | | | 0410 665P005 4.000 EACH| 97.21000 388.84| 138.97000 555.88| Inlet Protection, Stage 3 Or 4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 042 -6 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130628042 COUNTIES : GENEVA LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0420 665Q002 2825.000 LF | 2.84000 8023.00| 3.11000 8785.75| Wattle | | | 0430 666A001 23.000 ACRE| 0.01000 0.23| 0.01000 0.23| Pest Control Treatment | | | 0440 680A001 LUMP| 500.00000 500.00| 7500.00000 7500.00| Geometric Controls | | | 0450 698A000 LUMP| 0.00000 0.00| 50000.00000 50000.00| Construction Fuel (Maximum Bid Limited | | | to $ 159,730.00) | | | 0460 701A227 22.000 MILE| 2003.61000 44079.42| 2067.88000 45493.36| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0470 701A230 10.000 MILE| 2003.61000 20036.10| 2067.88000 20678.80| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0480 701A244 9.000 MILE| 1184.93000 10664.37| 1222.94000 11006.46| Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0490 701B207 1253.000 LF | 0.54000 676.62| 0.56000 701.68| Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0500 701C000 17.000 MILE| 430.88000 7324.96| 444.70000 7559.90| Broken Temporary Traffic Stripe | | | 0510 701C001 59.000 MILE| 430.88000 25421.92| 444.70000 26237.30| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 042 -7 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130628042 COUNTIES : GENEVA LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 701D007 1.000 MILE| 107.72000 107.72| 111.18000 111.18| Solid Traffic Stripe Removed (Paint) | | | 0530 701D008 1.000 MILE| 107.72000 107.72| 111.18000 111.18| Solid Traffic Stripe Removed (Plastic) | | | 0540 701D014 1.000 MILE| 107.72000 107.72| 111.18000 111.18| Broken Traffic Stripe Removed (Paint) | | | 0550 701D015 1.000 MILE| 107.72000 107.72| 111.18000 111.18| Broken Traffic Stripe Removed (Plastic) | | | 0560 701G146 1895.000 LF | 3.02000 5722.90| 3.11000 5893.45| Solid White, Class W, Type A Traffic | | | Stripe (5"Wide) | | | 0570 701G154 1895.000 LF | 3.02000 5722.90| 3.11000 5893.45| Solid Yellow, Class W, Type A Traffic | | | Stripe (5" Wide) | | | 0580 703A002 3853.000 SQFT| 2.69000 10364.57| 2.78000 10711.34| Traffic Control Markings, Class 2, Type | | | A | | | 0590 703B002 471.000 SQFT| 3.23000 1521.33| 3.34000 1573.14| Traffic Control Legends, Class 2, Type | | | 0600 703D001 4709.000 SQFT| 0.43000 2024.87| 0.44000 2071.96| Temporary Traffic Control Markings | | | 0610 703E001 315.000 SQFT| 0.54000 170.10| 0.56000 176.40| Temporary Traffic Control Legends | | | 0620 705A030 84.000 EACH| 3.23000 271.32| 3.34000 280.56| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 042 -8 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20130628042 COUNTIES : GENEVA LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 705A032 316.000 EACH| 3.23000 1020.68| 3.34000 1055.44| Pavement Markers, Class A-H, Type 1-B | | | 0640 705A037 981.000 EACH| 3.23000 3168.63| 3.34000 3276.54| Pavement Markers, Class A-H, Type 2-D | | | 0650 705A038 90.000 EACH| 3.23000 290.70| 3.34000 300.60| Pavement Markers, Class A-H, Type 2-E | | | 0660 740B000 1563.000 SQFT| 5.92000 9252.96| 6.11000 9549.93| Construction Signs | | | 0670 740D000 30.000 EACH| 31.24000 937.20| 32.24000 967.20| Channelizing Drums | | | 0680 740E000 150.000 EACH| 21.87000 3280.50| 15.05000 2257.50| Cones (36 Inches High) | | | 0690 740I002 2.000 EACH| 123.88000 247.76| 127.85000 255.70| Warning Lights, Type B | | | 0700 740M001 150.000 EACH| 11.66000 1749.00| 10.42000 1563.00| Ballast For Cone | | | 0710 740O000 1.000 EACH| 500.00000 500.00| 3750.00000 3750.00| Pilot Car | | | SECTION TOTALS | $ 3,487,256.90| $ 3,934,895.72| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,487,256.90| $ 3,934,895.72| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPMN-7780(600) for constructing the Planing, Resurfacing, Traffic Stripe, IAR-051-000-005 and Fiber Optic and Signals on W.L. Dickinson Drive from CSX Railroad to 0.23 miles south of SR-9 (US-231) including Industrial Access Improvements at Maxwell AFB (Gunter Annex) Cyber Commander. Length 1.886 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 2,334,561.99 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,527,609.02 108.2691% 3 01096 APAC MID-SOUTH, INC. $ 2,756,622.80 118.0788% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |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 201A002 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 20000.00000 20000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 5 Acres) | | | | | | 0020 206C017 15.000 SQYD| 9.80000 147.00| 116.16000 1742.40| 11.00000 165.00 Removing Concrete Pad | | | 0030 206D000 323.000 LF | 6.30000 2034.90| 13.93000 4499.39| 16.00000 5168.00 Removing Pipe | | | 0040 206D001 974.000 LF | 1.50000 1461.00| 1.54000 1499.96| 1.50000 1461.00 Removing Guardrail | | | 0050 206D002 86.000 LF | 5.60000 481.60| 12.65000 1087.90| 8.50000 731.00 Removing Curb | | | 0060 206E001 16.000 EACH| 490.00000 7840.00| 294.20000 4707.20| 600.00000 9600.00 Removing Inlets | | | 0070 206E008 4.000 EACH| 150.00000 600.00| 153.95000 615.80| 150.00000 600.00 Removing Guardrail End Anchor (All Type | | | 0080 210A000 2313.000 CUYD| 6.30000 14571.90| 2.00000 4626.00| 10.50000 24286.50 Unclassified Excavation | | | 0090 210D021 615.000 CUYD| 13.09000 8050.35| 25.55000 15713.25| 18.15000 11162.25 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0100 214A000 2324.000 CUYD| 7.70000 17894.80| 7.66000 17801.84| 12.85000 29863.40 Structure Excavation | | | 0110 214B001 996.000 CUYD| 49.28000 49082.88| 19.71000 19631.16| 41.50000 41334.00 Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 401A004 62901.000 SQYD| 1.57000 98754.57| 1.81000 113850.81| 2.40000 150962.40 Bituminous Treatment E | | | 0130 405A000 5225.000 GAL | 3.10000 16197.50| 6.25000 32656.25| 3.25000 16981.25 Tack Coat | | | 0140 407B000 11.000 MILE| 320.00000 3520.00| 201.78000 2219.58| 200.00000 2200.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0150 408A052 62901.000 SQYD| 1.15000 72336.15| 1.26000 79255.26| 1.85000 116366.85 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0160 410C000 1.000 EACH| 2600.00000 2600.00| 3007.90000 3007.90| 6000.00000 6000.00 Contractor Retained Profilograph | | | 0170 424A361 6348.000 TON | 61.25000 388815.00| 79.44000 504285.12| 85.50000 542754.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0180 424A364 425.000 TON | 80.00000 34000.00| 129.45000 55016.25| 98.50000 41862.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0190 424A367 249.000 TON | 75.25000 18737.25| 84.73000 21097.77| 94.90000 23630.10 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |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 424B650 7224.000 TON | 59.25000 428022.00| 74.16000 535731.84| 74.50000 538188.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0210 424B681 99.000 TON | 92.00000 9108.00| 86.66000 8579.34| 120.00000 11880.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0220 424C360 143.000 TON | 84.50000 12083.50| 75.85000 10846.55| 99.65000 14249.95 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0230 430B014 980.000 TON | 38.50000 37730.00| 37.80000 37044.00| 45.00000 44100.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0240 530A001 3247.000 LF | 30.02000 97474.94| 33.03000 107248.41| 26.00000 84422.00 18" Roadway Pipe (Class 3 R.C.) | | | 0250 530A002 447.000 LF | 38.92000 17397.24| 58.16000 25997.52| 47.00000 21009.00 24" Roadway Pipe (Class 3 R.C.) | | | 0260 530A099 12.000 LF | 37.46000 449.52| 74.36000 892.32| 33.50000 402.00 12" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0270 530A100 4.000 LF | 40.22000 160.88| 112.56000 450.24| 40.00000 160.00 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -5 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 530A106 8.000 LF | 144.98000 1159.84| 166.22000 1329.76| 150.00000 1200.00 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0290 530B001 55.000 LF | 38.93000 2141.15| 26.35000 1449.25| 40.00000 2200.00 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0300 534E001 3014.000 LF | 14.50000 43703.00| 13.75000 41442.50| 36.00000 108504.00 Cleaning Existing Pipe (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0310 535A085 60.000 LF | 40.38000 2422.80| 25.95000 1557.00| 40.50000 2430.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0320 535B088 84.000 LF | 40.38000 3391.92| 48.32000 4058.88| 55.00000 4620.00 22" Span, 14" Rise Side Drain Pipe | | | (Class 3 R.C.) | | | 0330 600A000 LUMP| 238500.00000 238500.00| 160000.00000 160000.00| 94850.00000 94850.00 Mobilization | | | 0340 610D003 1335.000 SQYD| 5.00000 6675.00| 1.09000 1455.15| 5.00000 6675.00 Filter Blanket, Geotextile | | | 0350 614A000 135.000 CUYD| 350.00000 47250.00| 267.50000 36112.50| 350.00000 47250.00 Slope Paving | | | 0360 619A002 2.000 EACH| 700.00000 1400.00| 436.73000 873.46| 1000.00000 2000.00 18" Roadway Pipe End Treatment, Class 1 | | | 0370 619A102 2.000 EACH| 770.00000 1540.00| 491.32000 982.64| 1150.00000 2300.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -6 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 619B116 6.000 EACH| 798.00000 4788.00| 655.10000 3930.60| 1000.00000 6000.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0390 620A000 20.000 CUYD| 1099.00000 21980.00| 1856.10000 37122.00| 1805.00000 36100.00 Minor Structure Concrete | | | 0400 621A011 5.000 EACH| 3010.00000 15050.00| 2347.42000 11737.10| 3300.00000 16500.00 Junction Boxes, Type 1 Or 1P | | | 0410 621A019 1.000 EACH| 3010.00000 3010.00| 3166.29000 3166.29| 3300.00000 3300.00 Junction Boxes, Type 1 Or 2P | | | 0420 621B011 1.000 EACH| 644.00000 644.00| 545.91000 545.91| 800.00000 800.00 Junction Box Units, Type 1 Or 1P | | | 0430 621B014 1.000 EACH| 644.00000 644.00| 545.91000 545.91| 800.00000 800.00 Junction Box Units, Type 1 Or 2P | | | 0440 621C008 2.000 EACH| 4557.00000 9114.00| 3493.84000 6987.68| 5500.00000 11000.00 Inlets, Type E | | | 0450 621C020 14.000 EACH| 3150.00000 44100.00| 3133.54000 43869.56| 4000.00000 56000.00 Inlets, Type Y | | | 0460 621C100 5.000 EACH| 4830.00000 24150.00| 3493.84000 17469.20| 6100.00000 30500.00 Inlets, Type PR | | | 0470 621D019 16.000 EACH| 644.00000 10304.00| 743.53000 11896.48| 600.00000 9600.00 Inlet Units, Type Y | | | 0480 621F030 1.000 EACH| 924.00000 924.00| 545.91000 545.91| 600.00000 600.00 Manhole Height Adjustment | | | 0490 623B000 1448.000 LF | 22.00000 31856.00| 13.65000 19765.20| 25.00000 36200.00 Concrete Curb, Type N | | | 0500 623B001 71.000 LF | 50.00000 3550.00| 54.59000 3875.89| 55.00000 3905.00 Concrete Curb, Type N Special | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -7 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 623C003 119.000 LF | 40.00000 4760.00| 27.84000 3312.96| 45.00000 5355.00 Combination Curb & Gutter, Type C | | | (Modified) | | | 0520 630A001 638.000 LF | 17.00000 10846.00| 17.45000 11133.10| 20.00000 12760.00 Steel Beam Guardrail, Class A, Type 2 | | | 0530 630C000 2.000 EACH| 1850.00000 3700.00| 1898.68000 3797.36| 2300.00000 4600.00 Guardrail End Anchor, Type 10 | | | 0540 630C001 2.000 EACH| 750.00000 1500.00| 769.74000 1539.48| 900.00000 1800.00 Guardrail End Anchor, Type 8 | | | 0550 650A000 2269.000 CUYD| 15.40000 34942.60| 23.87000 54161.03| 16.50000 37438.50 Topsoil | | | 0560 652A100 5.000 ACRE| 650.00000 3250.00| 982.64000 4913.20| 650.00000 3250.00 Seeding | | | 0570 654A001 526.000 SQYD| 6.00000 3156.00| 6.55000 3445.30| 6.00000 3156.00 Solid Sodding (Bermuda) | | | 0580 656A010 5.000 ACRE| 480.00000 2400.00| 327.55000 1637.75| 480.00000 2400.00 Mulching | | | 0590 665A000 5.000 ACRE| 25.00000 125.00| 545.91000 2729.55| 25.00000 125.00 Temporary Seeding | | | 0600 665B001 15.000 TON | 300.00000 4500.00| 327.55000 4913.25| 300.00000 4500.00 Temporary Mulching | | | 0610 665G000 165.000 EACH| 4.00000 660.00| 5.46000 900.90| 4.00000 660.00 Sand Bags | | | 0620 665J002 2387.000 LF | 2.60000 6206.20| 3.00000 7161.00| 2.60000 6206.20 Silt Fence | | | 0630 665N000 200.000 TON | 43.95000 8790.00| 35.95000 7190.00| 53.05000 10610.00 Temporary Coarse Aggregate,ALDOT Number | | | 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -8 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 665O001 2387.000 LF | 0.45000 1074.15| 0.55000 1312.85| 0.50000 1193.50 Silt Fence Removal | | | 0650 665P005 27.000 EACH| 78.00000 2106.00| 436.73000 11791.71| 80.00000 2160.00 Inlet Protection, Stage 3 Or 4 | | | 0660 665Q002 1780.000 LF | 3.00000 5340.00| 5.46000 9718.80| 3.00000 5340.00 Wattle | | | 0670 680A001 LUMP| 37800.00000 37800.00| 10918.24000 10918.24| 14000.00000 14000.00 Geometric Controls | | | 0680 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 132,000.00) | | | 0690 701A231 5.000 MILE| 2200.00000 11000.00| 2402.01000 12010.05| 2400.00000 12000.00 Solid White, Class 2, Type A Traffic | | | Stripe | | | 0700 701A235 5.000 MILE| 2200.00000 11000.00| 2402.01000 12010.05| 2400.00000 12000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0710 701A240 5.000 MILE| 1200.00000 6000.00| 1310.19000 6550.95| 1300.00000 6500.00 Broken White, Class 2, Type A Traffic | | | Stripe | | | 0720 701B063 600.000 LF | 1.25000 750.00| 1.36000 816.00| 1.35000 810.00 Dotted, Class 2, Type A Traffic | | | Stripe(Lane Drop 10" Wide) | | | 0730 701B205 2875.000 LF | 0.50000 1437.50| 0.55000 1581.25| 0.55000 1581.25 Dotted, Class 2, Type A, Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -9 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0740 701C000 9.000 MILE| 400.00000 3600.00| 436.73000 3930.57| 425.00000 3825.00 Broken Temporary Traffic Stripe | | | 0750 701C001 16.000 MILE| 400.00000 6400.00| 436.73000 6987.68| 425.00000 6800.00 Solid Temporary Traffic Stripe | | | 0760 703A002 2570.000 SQFT| 2.85000 7324.50| 3.11000 7992.70| 3.05000 7838.50 Traffic Control Markings, Class 2, Type | | | A | | | 0770 703B002 124.000 SQFT| 4.00000 496.00| 4.37000 541.88| 4.25000 527.00 Traffic Control Legends, Class 2, Type | | | 0780 703D001 528.000 SQFT| 1.00000 528.00| 1.09000 575.52| 1.10000 580.80 Temporary Traffic Control Markings | | | 0790 705A030 240.000 EACH| 3.00000 720.00| 3.28000 787.20| 3.25000 780.00 Pavement Markers, Class A-H, Type 2-C | | | 0800 705A031 262.000 EACH| 3.00000 786.00| 3.28000 859.36| 3.25000 851.50 Pavement Markers, Class A-H, Type 1-A | | | 0810 705A038 110.000 EACH| 3.00000 330.00| 3.28000 360.80| 3.25000 357.50 Pavement Markers, Class A-H, Type 2-E | | | 0820 707B003 2.000 EACH| 165.00000 330.00| 136.48000 272.96| 200.00000 400.00 Type A Hazard Marker Installation | | | 0830 710A115 92.000 SQFT| 18.50000 1702.00| 16.38000 1506.96| 18.00000 1656.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 0840 710A126 100.000 SQFT| 18.75000 1875.00| 17.47000 1747.00| 20.00000 2000.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -10 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 710B021 741.000 LF | 11.00000 8151.00| 8.46000 6268.86| 13.00000 9633.00 Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 0860 730A000 LUMP| 2500.00000 2500.00| 2565.79000 2565.79| 3000.00000 3000.00 Removal Of Existing Traffic Control | | | Unit ( Dickinson Drive at Gunter Park Drive) | | | | | | 0870 730A001 LUMP| 2500.00000 2500.00| 2565.79000 2565.79| 3000.00000 3000.00 Removal Of Existing Traffic Control | | | Unit ( Dickinson Drive at Turner Blvd) | | | 0880 730C000 LUMP| 8395.00000 8395.00| 8615.91000 8615.91| 10250.00000 10250.00 Furnishing And Installing Traffic | | | Control Unit ( Dickinson Drive at Gunter Park Drive) | | | | | | 0890 730C001 LUMP| 8395.00000 8395.00| 8615.91000 8615.91| 10250.00000 10250.00 Furnishing And Installing Traffic | | | Control Unit ( Dickinson Drive at Turner Blvd) | | | | | | 0900 730E000 6.000 EACH| 3875.00000 23250.00| 3765.55000 22593.30| 4500.00000 27000.00 Metal Traffic Signal Pole Foundation | | | 0910 730F000 1.000 EACH| 5200.00000 5200.00| 5603.68000 5603.68| 6500.00000 6500.00 Metal Traffic Signal Pole With 40 ft. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -11 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0920 730F001 2.000 EACH| 5600.00000 11200.00| 5880.79000 11761.58| 7000.00000 14000.00 Metal Traffic Signal Pole With 45 ft. | | | 0930 730F002 3.000 EACH| 6200.00000 18600.00| 7107.23000 21321.69| 8450.00000 25350.00 Metal Traffic Signal Pole With 50 ft. | | | 0940 730K000 6.000 EACH| 350.00000 2100.00| 359.21000 2155.26| 425.00000 2550.00 Traffic Signal Junction Box | | | 0950 730L002 40.000 LF | 6.00000 240.00| 6.16000 246.40| 7.25000 290.00 1", Metallic, Conduit | | | 0960 730L003 60.000 LF | 5.00000 300.00| 5.13000 307.80| 6.00000 360.00 1", Non-Metallic, Conduit | | | 0970 730L005 1450.000 LF | 5.00000 7250.00| 5.13000 7438.50| 6.00000 8700.00 2", Non-Metallic, Conduit | | | 0980 730N010 6.000 EACH| 675.00000 4050.00| 692.76000 4156.56| 825.00000 4950.00 Luminaire Extension Assembly, 12 ft. | | | 0990 730P022 10.000 EACH| 840.00000 8400.00| 862.10000 8621.00| 1000.00000 10000.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 1000 730P024 2.000 EACH| 1275.00000 2550.00| 1308.55000 2617.10| 1500.00000 3000.00 Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | 1010 730R022 2.000 EACH| 13650.00000 27300.00| 14009.20000 28018.40| 16000.00000 32000.00 Controller Assembly, Type III, 8 Phase | | | 1020 730T000 2.000 EACH| 500.00000 1000.00| 513.16000 1026.32| 600.00000 1200.00 Wood Pole | | | 1030 730U015 LUMP| 18450.00000 18450.00| 18935.51000 18935.51| 22000.00000 22000.00 Video Detection System | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -12 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 730U016 LUMP| 22650.00000 22650.00| 23246.03000 23246.03| 25000.00000 25000.00 Video Detection System | | | 1080 734E100 70.000 LF | 9.00000 630.00| 9.24000 646.80| 10.00000 700.00 Buried Duct HDPE SDR11 2 x 2 Inch | | | 1090 734F002 2.000 EACH| 300.00000 600.00| 307.90000 615.80| 365.00000 730.00 Distribution Hardware SFDU 12 Fiber | | | 1130 734H041 4.000 EACH| 110.00000 440.00| 112.90000 451.60| 135.00000 540.00 Patch Cord Duplex SM, ST To LC 2 Meter | | | 1140 734H070 2.000 EACH| 50.00000 100.00| 51.32000 102.64| 60.00000 120.00 Fanout Kit, SM | | | 1150 734J000 2.000 EACH| 1250.00000 2500.00| 1282.90000 2565.80| 1500.00000 3000.00 Commbox F1 | | | 1170 734N052 2.000 EACH| 1950.00000 3900.00| 2514.47000 5028.94| 3000.00000 6000.00 Ethernet Gigabit Network Switch | | | 1180 734N100 4.000 EACH| 75.00000 300.00| 76.97000 307.88| 90.00000 360.00 Cat 5E Patch Cords,3 Meter | | | 1190 734N900 2.000 EACH| 4550.00000 9100.00| 4669.73000 9339.46| 4820.00000 9640.00 Video Encoder | | | 1220 738A000 2.000 EACH| 7950.00000 15900.00| 6568.42000 13136.84| 7500.00000 15000.00 CCTV Camera, PTZ | | | 1230 738T110 LUMP| 1500.00000 1500.00| 1539.47000 1539.47| 1800.00000 1800.00 Testing, CCTV | | | 1240 740B000 1129.000 SQFT| 7.15000 8072.35| 6.55000 7394.95| 8.50000 9596.50 Construction Signs | | | 1250 740D000 270.000 EACH| 24.00000 6480.00| 55.43000 14966.10| 65.00000 17550.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 044 -13 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20130628044 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01096 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC MID-SOUTH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1260 740E000 180.000 EACH| 7.50000 1350.00| 13.55000 2439.00| 35.00000 6300.00 Cones (36 Inches High) | | | 1270 740F002 22.000 EACH| 210.00000 4620.00| 215.58000 4742.76| 250.00000 5500.00 Barricades, Type III | | | 1280 740I002 11.000 EACH| 185.00000 2035.00| 246.38000 2710.18| 250.00000 2750.00 Warning Lights, Type B | | | 1290 740M001 180.000 EACH| 1.00000 180.00| 7.39000 1330.20| 10.00000 1800.00 Ballast For Cone | | | 1300 741C010 3.000 EACH| 2950.00000 8850.00| 3079.69000 9239.07| 4500.00000 13500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1310 745A000 200.000 HOUR| 40.00000 8000.00| 49.13000 9826.00| 42.00000 8400.00 Uniformed Police Officer | | | 1320 756A028 445.000 LF | 32.00000 14240.00| 32.84000 14613.80| 39.03000 17368.35 6" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 2,334,561.99| $ 2,527,609.02| $ 2,756,622.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,334,561.99| $ 2,527,609.02| $ 2,756,622.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20130628045 COUNTIES : CRENSHAW LETTING DATE : 06/28/13 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2100(204) for constructing the Widening, Resurfacing, and Traffic Stripe on CR-31/35 (Quail Tower Road) from north of the Rutledge Town Limits to the intersection of CR-50. Length 6.357 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 677,068.28 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 906,632.00 133.9055% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20130628045 COUNTIES : CRENSHAW LETTING DATE : 06/28/13 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 401B108 75000.000 SQYD| 1.33000 99750.00| 1.70000 127500.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 5250.000 GAL | 4.54000 23835.00| 3.25000 17062.50| Tack Coat | | | 0030 424A338 3000.000 TON | 75.20000 225600.00| 99.50000 298500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0040 424B641 200.000 TON | 104.34000 20868.00| 125.00000 25000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0050 424B648 3950.000 TON | 60.56000 239212.00| 92.50000 365375.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 600A000 LUMP| 22000.00000 22000.00| 21700.00000 21700.00| Mobilization | | | 0070 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 40,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20130628045 COUNTIES : CRENSHAW LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 701A030 13.000 MILE| 1230.41000 15995.33| 1220.00000 15860.00| Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0090 701A034 12.000 MILE| 1230.41000 14764.92| 1220.00000 14640.00| Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0100 701A044 1.000 MILE| 861.29000 861.29| 855.00000 855.00| Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0110 701C000 2.000 MILE| 347.73000 695.46| 345.00000 690.00| Broken Temporary Traffic Stripe | | | 0120 701C001 24.000 MILE| 347.73000 8345.52| 345.00000 8280.00| Solid Temporary Traffic Stripe | | | 0130 703A002 50.000 SQFT| 4.28000 214.00| 4.25000 212.50| Traffic Control Markings, Class 2, Type | | | A | | | 0140 740B000 378.000 SQFT| 6.42000 2426.76| 6.50000 2457.00| Construction Signs | | | 0150 740O000 1.000 EACH| 2500.00000 2500.00| 8500.00000 8500.00| Pilot Car | | | SECTION TOTALS | $ 677,068.28| $ 906,632.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 677,068.28| $ 906,632.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20130628046 COUNTIES : ETOWAH LETTING DATE : 06/28/13 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2800(214) for constructing the Resurfacing and Traffic Stripe on CR-32 (Tumlin Gap Road) from the intersection of Gallant Road to the intersection of SR-132 near Gallant. Length 3.589 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 07002 GOOD HOPE CONTRACTING CO., INC. $ 1,139,757.57 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,405,363.65 123.3037% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20130628046 COUNTIES : ETOWAH LETTING DATE : 06/28/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D000 480.000 LF | 139.63000 67022.40| 105.00000 50400.00| Removing Pipe | | | 0020 206E000 6.000 EACH| 465.45000 2792.70| 425.00000 2550.00| Removing Headwalls | | | 0030 210D001 312.000 CUYD| 29.09000 9076.08| 36.00000 11232.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 214A000 39.000 CUYD| 29.09000 1134.51| 60.00000 2340.00| Structure Excavation | | | 0050 214B001 79.000 CUYD| 69.82000 5515.78| 60.00000 4740.00| Foundation Backfill, Commercial | | | 0060 401B103 42250.000 SQYD| 1.89000 79852.50| 2.35000 99287.50| Bituminous Treatment J (With Polymer | | | Additive) | | | 0070 405A000 1750.000 GAL | 5.47000 9572.50| 4.00000 7000.00| Tack Coat | | | 0080 407B000 4.000 MILE| 218.16000 872.64| 200.00000 800.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0090 424A340 2950.000 TON | 64.73000 190953.50| 88.00000 259600.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20130628046 COUNTIES : ETOWAH LETTING DATE : 06/28/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 424A346 500.000 TON | 90.79000 45395.00| 92.00000 46000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0110 424B635 4215.000 TON | 54.49000 229675.35| 82.00000 345630.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0120 424C344 250.000 TON | 88.06000 22015.00| 140.00000 35000.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0130 430B043 1250.000 TON | 16.73000 20912.50| 35.00000 43750.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 530A001 134.000 LF | 144.16000 19317.44| 70.00000 9380.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0150 530A002 140.000 LF | 148.93000 20850.20| 85.00000 11900.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0160 530A003 40.000 LF | 184.11000 7364.40| 95.00000 3800.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0170 530A004 148.000 LF | 171.56000 25390.88| 115.00000 17020.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0180 530A007 60.000 LF | 221.20000 13272.00| 175.00000 10500.00| 54" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20130628046 COUNTIES : ETOWAH LETTING DATE : 06/28/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 600A000 LUMP| 47674.10000 47674.10| 151070.00000 151070.00| Mobilization | | | 0200 619A002 6.000 EACH| 1745.44000 10472.64| 1300.00000 7800.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0210 619A003 6.000 EACH| 2036.34000 12218.04| 1450.00000 8700.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0220 619A004 2.000 EACH| 2327.25000 4654.50| 1550.00000 3100.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0230 619A005 6.000 EACH| 2559.97000 15359.82| 2200.00000 13200.00| 36" Roadway Pipe End Treatment, Class 1 | | | 0240 619A008 2.000 EACH| 3490.87000 6981.74| 3250.00000 6500.00| 54" Roadway Pipe End Treatment, Class 1 | | | 0250 630A021 6250.000 LF | 27.93000 174562.50| 26.40000 165000.00| Steel Beam Guardrail, Class A, Type 2 | | | (Steel Post) | | | 0260 630C001 3.000 EACH| 872.72000 2618.16| 770.00000 2310.00| Guardrail End Anchor, Type 8 | | | 0270 630C070 13.000 EACH| 2850.88000 37061.44| 2695.00000 35035.00| Guardrail End Anchor, Type 10 Series | | | 0280 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 23,000.00) | | | 0290 701A030 8.000 MILE| 1450.12000 11600.96| 1357.00000 10856.00| Solid White, Class 2T, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20130628046 COUNTIES : ETOWAH LETTING DATE : 06/28/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701A034 6.000 MILE| 1450.12000 8700.72| 1357.00000 8142.00| Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0310 701A044 2.000 MILE| 1015.09000 2030.18| 950.00000 1900.00| Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0320 701C000 6.000 MILE| 493.66000 2961.96| 462.00000 2772.00| Broken Temporary Traffic Stripe | | | 0330 701C001 18.000 MILE| 493.66000 8885.88| 462.00000 8316.00| Solid Temporary Traffic Stripe | | | 0340 703A002 120.000 SQFT| 2.78000 333.60| 2.61000 313.20| Traffic Control Markings, Class 2, Type | | | A | | | 0350 703B002 492.000 SQFT| 5.25000 2583.00| 4.92000 2420.64| Traffic Control Legends, Class 2, Type | | | 0360 703D001 20.000 SQFT| 1.85000 37.00| 1.74000 34.80| Temporary Traffic Control Markings | | | 0370 705A032 49.000 EACH| 3.39000 166.11| 3.18000 155.82| Pavement Markers, Class A-H, Type 1-B | | | 0380 705A037 433.000 EACH| 3.39000 1467.87| 3.18000 1376.94| Pavement Markers, Class A-H, Type 2-D | | | 0390 707C000 200.000 EACH| 8.73000 1746.00| 8.25000 1650.00| Guardrail Mounted Delineators | | | 0400 740B000 377.000 SQFT| 8.02000 3023.54| 7.75000 2921.75| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 046 -6 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20130628046 COUNTIES : ETOWAH LETTING DATE : 06/28/13 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07002 |( 2 ) 13022 |( ) |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 740C000 17.000 SQFT| 9.87000 167.79| 10.00000 170.00| Special Construction Signs | | | 0420 740E000 50.000 EACH| 1.23000 61.50| 2.00000 100.00| Cones (36 Inches High) | | | 0425 740F002 8.000 EACH| 222.15000 1777.20| 215.00000 1720.00| Barricades, Type III | | | 0427 740I002 4.000 EACH| 117.24000 468.96| 115.00000 460.00| Warning Lights, Type B | | | 0430 740M001 50.000 EACH| 0.12000 6.00| 1.00000 50.00| Ballast For Cone | | | 0440 740O000 1.000 EACH| 11150.98000 11150.98| 8360.00000 8360.00| Pilot Car | | | SECTION TOTALS | $ 1,139,757.57| $ 1,405,363.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,139,757.57| $ 1,405,363.65| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20130628047 COUNTIES : LIMESTONE LETTING DATE : 06/28/13 10:00 AM DIVISION : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-4202(200) for constructing the Resurfacing and Traffic Stripe on CR-71 (Mooresville Road) from CR-292 (Thach Road) to CR-117 (Sweet Springs Road) southwest of Ardmore. Length 2.959 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 18037 REED CONTRACTING SERVICES, INC. $ 565,147.42 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 587,166.04 103.8961% 3 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 596,848.00 105.6093% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20130628047 COUNTIES : LIMESTONE LETTING DATE : 06/28/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 23024 |( 3 ) 11014 |REED CONTRACTING SERVICES, |WIREGRASS CONSTRUCTION COMP |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2292.000 GAL | 2.74000 6280.08| 6.00000 13752.00| 4.00000 9168.00 Tack Coat | | | 0020 407B000 3.000 MILE| 1014.80000 3044.40| 276.89000 830.67| 800.00000 2400.00 Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0030 424A340 3000.000 TON | 68.28000 204840.00| 70.49000 211470.00| 70.00000 210000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0040 424B639 100.000 TON | 146.62000 14662.00| 165.00000 16500.00| 96.00000 9600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0050 424B643 4410.000 TON | 59.51000 262439.10| 55.79000 246033.90| 65.50000 288855.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 430B043 1934.000 TON | 23.51000 45468.34| 26.10000 50477.40| 22.00000 42548.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0070 600A000 LUMP| 5980.95000 5980.95| 24776.58000 24776.58| 12000.00000 12000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20130628047 COUNTIES : LIMESTONE LETTING DATE : 06/28/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 23024 |( 3 ) 11014 |REED CONTRACTING SERVICES, |WIREGRASS CONSTRUCTION COMP |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 698A000 LUMP| 0.01000 0.01| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | to $ 31,000.00) | | | 0090 701A030 6.000 MILE| 1470.00000 8820.00| 1420.99000 8525.94| 1400.00000 8400.00 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0100 701A034 2.000 MILE| 1470.00000 2940.00| 1420.99000 2841.98| 1400.00000 2800.00 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0110 701A044 3.000 MILE| 787.50000 2362.50| 761.24000 2283.72| 750.00000 2250.00 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0120 701C000 3.000 MILE| 525.00000 1575.00| 507.49000 1522.47| 500.00000 1500.00 Broken Temporary Traffic Stripe | | | 0130 701C001 2.000 MILE| 577.50000 1155.00| 558.25000 1116.50| 550.00000 1100.00 Solid Temporary Traffic Stripe | | | 0140 703A002 358.000 SQFT| 4.20000 1503.60| 4.06000 1453.48| 4.00000 1432.00 Traffic Control Markings, Class 2, Type | | | A | | | 0150 703B002 137.000 SQFT| 4.20000 575.40| 4.06000 556.22| 4.00000 548.00 Traffic Control Legends, Class 2, Type | | | 0160 705A032 64.000 EACH| 4.20000 268.80| 4.06000 259.84| 4.00000 256.00 Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 230.000 EACH| 4.20000 966.00| 4.06000 933.80| 4.00000 920.00 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20130628047 COUNTIES : LIMESTONE LETTING DATE : 06/28/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18037 |( 2 ) 23024 |( 3 ) 11014 |REED CONTRACTING SERVICES, |WIREGRASS CONSTRUCTION COMP |JOE KEENUM EXCAVATION & CONST., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 740B000 341.000 SQFT| 6.64000 2264.24| 6.94000 2366.54| 9.00000 3069.00 Construction Signs | | | 0190 740E000 100.000 EACH| 0.01000 1.00| 9.35000 935.00| 0.01000 1.00 Cones (36 Inches High) | | | 0200 740M001 100.000 EACH| 0.01000 1.00| 5.30000 530.00| 0.01000 1.00 Ballast For Cone | | | SECTION TOTALS | $ 565,147.42| $ 587,166.04| $ 596,848.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 565,147.42| $ 587,166.04| $ 596,848.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20130628048 COUNTIES : PICKENS LETTING DATE : 06/28/13 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5408(201) for constructing the Resurfacing, Traffic Stripe, and Guardrail Installation on CR-35 from SR-86 in Carrollton to 0.217 miles south of CR-37. Length 7.126 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,573,562.34 100.0000% 2 01096 APAC MID-SOUTH, INC. $ 1,599,451.68 101.6453% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20130628048 COUNTIES : PICKENS LETTING DATE : 06/28/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01096 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 500.000 CUYD| 28.17000 14085.00| 49.48000 24740.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 405A000 5170.000 GAL | 2.88000 14889.60| 3.59000 18560.30| Tack Coat | | | 0030 407B000 8.000 MILE| 351.28000 2810.24| 415.07000 3320.56| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0040 408A052 3311.000 SQYD| 3.93000 13012.23| 3.84000 12714.24| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A340 6285.000 TON | 82.34000 517506.90| 87.18000 547926.30| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 424A343 1000.000 TON | 109.10000 109100.00| 151.53000 151530.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 424A346 6200.000 TON | 81.84000 507408.00| 82.53000 511686.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20130628048 COUNTIES : PICKENS LETTING DATE : 06/28/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01096 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 430B043 5583.000 TON | 33.91000 189319.53| 21.84000 121932.72| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 600A000 LUMP| 59462.00000 59462.00| 66311.68000 66311.68| Mobilization | | | 0100 630A021 200.000 LF | 39.39000 7878.00| 35.00000 7000.00| Steel Beam Guardrail, Class A, Type 2 | | | (Steel Post) | | | 0110 630C050 8.000 EACH| 3657.10000 29256.80| 3250.00000 26000.00| Guardrail End Anchor, Type 20 Series | | | 0120 652A100 1.000 ACRE| 1875.82000 1875.82| 2120.00000 2120.00| Seeding | | | 0130 656A010 1.000 ACRE| 1875.82000 1875.82| 1272.00000 1272.00| Mulching | | | 0140 665F000 80.000 EACH| 10.71000 856.80| 6.36000 508.80| Hay Bales | | | 0150 665J002 640.000 LF | 5.36000 3430.40| 3.87000 2476.80| Silt Fence | | | 0160 665O001 640.000 LF | 2.15000 1376.00| 1.33000 851.20| Silt Fence Removal | | | 0170 698A000 LUMP| 42126.00000 42126.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 69,335.00). | | | 0180 701A030 15.000 MILE| 1519.09000 22786.35| 1431.00000 21465.00| Solid White, Class 2T, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20130628048 COUNTIES : PICKENS LETTING DATE : 06/28/13 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01096 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC MID-SOUTH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 701A034 12.000 MILE| 1519.09000 18229.08| 1431.00000 17172.00| Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0200 701A044 2.000 MILE| 900.21000 1800.42| 848.00000 1696.00| Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0210 701C000 2.000 MILE| 450.10000 900.20| 424.00000 848.00| Broken Temporary Traffic Stripe | | | 0220 701C001 12.000 MILE| 450.10000 5401.20| 424.00000 5088.00| Solid Temporary Traffic Stripe | | | 0230 701G083 1610.000 LF | 1.13000 1819.30| 1.06000 1706.60| Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0240 703A004 150.000 SQFT| 4.50000 675.00| 4.24000 636.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0250 740B000 228.000 SQFT| 7.88000 1796.64| 6.89000 1570.92| Construction Signs | | | 0260 740E000 50.000 EACH| 9.00000 450.00| 23.44000 1172.00| Cones (36 Inches High) | | | 0270 740M001 50.000 EACH| 7.13000 356.50| 10.01000 500.50| Ballast For Cone | | | 0280 740O000 1.000 EACH| 3078.51000 3078.51| 48646.06000 48646.06| Pilot Car | | | SECTION TOTALS | $ 1,573,562.34| $ 1,599,451.68| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,573,562.34| $ 1,599,451.68| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20130628049 COUNTIES : MARSHALL LETTING DATE : 06/28/13 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-CN13(207) for constructing the Resurfacing and Traffic Stripe on CR-152 (Oneonta Cut-Off Road) from CR-166 (Section Line Road) to SR-205 west of Albertville. Length 2.169 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 420,925.63 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 430,196.22 102.2024% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20130628049 COUNTIES : MARSHALL LETTING DATE : 06/28/13 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 206D001 88.000 LF | 2.50000 220.00| 2.50000 220.00| Removing Guardrail | | | 0020 206E019 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| Removing Guardrail End Anchor (Type 10) | | | 0030 401A004 29276.000 SQYD| 1.38000 40400.88| 1.22000 35716.72| Bituminous Treatment E | | | 0040 405A000 878.000 GAL | 5.00000 4390.00| 3.50000 3073.00| Tack Coat | | | 0050 407B000 3.000 MILE| 100.00000 300.00| 1000.00000 3000.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0060 424A341 3443.000 TON | 66.25000 228098.75| 78.50000 270275.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 430B043 1910.000 TON | 24.50000 46795.00| 26.50000 50615.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0080 600A000 LUMP| 48500.00000 48500.00| 18000.00000 18000.00| Mobilization | | | 0090 630A001 88.000 LF | 48.50000 4268.00| 48.50000 4268.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 2450.00000 9800.00| 2450.00000 9800.00| Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20130628049 COUNTIES : MARSHALL LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 698A000 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| Construction Fuel (Maximum Bid Limited | | | to $ 8,000.00) | | | 0120 701A030 5.000 MILE| 1400.00000 7000.00| 1400.00000 7000.00| Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0130 701A034 5.000 MILE| 1400.00000 7000.00| 1400.00000 7000.00| Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0140 701A044 1.000 MILE| 750.00000 750.00| 750.00000 750.00| Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0150 701C000 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| Broken Temporary Traffic Stripe | | | 0160 701C001 10.000 MILE| 525.00000 5250.00| 525.00000 5250.00| Solid Temporary Traffic Stripe | | | 0170 703A004 220.000 SQFT| 4.00000 880.00| 4.00000 880.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0180 703B004 240.000 SQFT| 4.00000 960.00| 4.00000 960.00| Traffic Control Legends, Class 2T, Type | | | A | | | 0190 703D002 220.000 SQFT| 1.00000 220.00| 1.00000 220.00| Temporary Traffic Control Markings | | | (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20130628049 COUNTIES : MARSHALL LETTING DATE : 06/28/13 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 705A032 72.000 EACH| 4.00000 288.00| 4.00000 288.00| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 215.000 EACH| 4.00000 860.00| 4.00000 860.00| Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 267.000 SQFT| 10.00000 2670.00| 10.00000 2670.00| Construction Signs | | | 0230 740E000 25.000 EACH| 10.00000 250.00| 9.00000 225.00| Cones (36 Inches High) | | | 0240 740M001 25.000 EACH| 1.00000 25.00| 5.00000 125.00| Ballast For Cone | | | 0250 740O000 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Pilot Car | | | SECTION TOTALS | $ 420,925.63| $ 430,196.22| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 420,925.63| $ 430,196.22| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20130628050 COUNTIES : TALLAPOOSA LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-CN13(208) for constructing the Resurfacing and Traffic Stripe on CR-17 (North Central Avenue) from the Alexander City Limits to the intersection of SR-63. Length 2.935 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 05024 GARY INGRAM GRADING & PAVING, INC. $ 500,326.68 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20130628050 COUNTIES : TALLAPOOSA LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05024 |( 2 ) 10011 |( ) |GARY INGRAM GRADING & PAVIN |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 34440.000 SQYD| 1.94000 66813.60| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 1900.000 GAL | 1.00000 1900.00| | Tack Coat | | | 0030 407B000 3.000 MILE| 510.00000 1530.00| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0040 424A346 3750.000 TON | 81.76000 306600.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0050 424B640 200.000 TON | 134.50000 26900.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0060 430B043 1280.000 TON | 22.36000 28620.80| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0070 600A000 LUMP| 38502.34000 38502.34| | Mobilization | | | 0080 698A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | to $ 9,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20130628050 COUNTIES : TALLAPOOSA LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05024 |( 2 ) 10011 |( ) |GARY INGRAM GRADING & PAVIN |JACKSON PAVING & CONSTRUCTI | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 701A004 6.000 MILE| 585.50000 3513.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0100 701A012 6.000 MILE| 585.50000 3513.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701C001 12.000 MILE| 495.12000 5941.44| | Solid Temporary Traffic Stripe | | | 0120 703A000 320.000 SQFT| 3.15000 1008.00| | Traffic Control Markings, Class 1, Type | | | A | | | 0130 705A037 390.000 EACH| 5.20000 2028.00| | Pavement Markers, Class A-H, Type 2-D | | | 0140 740B000 222.000 SQFT| 8.25000 1831.50| | Construction Signs | | | 0150 740O000 1.000 EACH| 11625.00000 11625.00| | Pilot Car | | | SECTION TOTALS | $ 500,326.68| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 500,326.68| $ 430,196.22| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20130628053 COUNTIES : LEE LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-9027(600) for constructing the Planing, Resurfacing, and Traffic Stripe on CR-97 (Shelton Mill Road) from the intersection of SR-147 (North College Street) to just south of Shelton Lane in Auburn. Length 0.639 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 04016 D & J ENTERPRISES, INC. $ 263,035.05 100.0000% 2 05002 EAST ALABAMA PAVING COMPANY, INC. $ 270,019.95 102.6555% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20130628053 COUNTIES : LEE LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04016 |( 2 ) 05002 |( ) |D & J ENTERPRISES, INC. |EAST ALABAMA PAVING CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E001 2.000 EACH| 500.00000 1000.00| 1500.00000 3000.00| Removing Inlets | | | 0020 401B108 9682.000 SQYD| 1.65000 15975.30| 3.00000 29046.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 931.000 GAL | 5.00000 4655.00| 4.50000 4189.50| Tack Coat | | | 0040 407B000 2.000 MILE| 750.00000 1500.00| 400.00000 800.00| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0050 408A052 2600.000 SQYD| 8.00000 20800.00| 4.60000 11960.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A340 729.000 TON | 88.00000 64152.00| 80.03000 58341.87| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0070 424B639 100.000 TON | 225.00000 22500.00| 120.00000 12000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0080 424B643 865.000 TON | 84.00000 72660.00| 77.60000 67124.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20130628053 COUNTIES : LEE LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04016 |( 2 ) 05002 |( ) |D & J ENTERPRISES, INC. |EAST ALABAMA PAVING CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 600A000 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| Mobilization | | | 0100 618B002 10.000 SQYD| 70.00000 700.00| 250.00000 2500.00| Concrete Driveway, 6" Thick | | | 0110 621C017 2.000 EACH| 3000.00000 6000.00| 4000.00000 8000.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0120 621F030 3.000 EACH| 475.00000 1425.00| 800.00000 2400.00| Manhole Height Adjustment | | | 0130 641S500 9.000 EACH| 75.00000 675.00| 250.00000 2250.00| Valve Box Reset | | | 0140 650A000 220.000 CUYD| 12.00000 2640.00| 25.00000 5500.00| Topsoil | | | 0150 654A000 1925.000 SQYD| 3.75000 7218.75| 4.50000 8662.50| Solid Sodding | | | 0160 698A000 LUMP| 1.00000 1.00| 12000.00000 12000.00| Construction Fuel (Maximum Bid Limited | | | to $ 12,000.00) | | | 0170 701A227 2.000 MILE| 2300.00000 4600.00| 2080.00000 4160.00| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0180 701A230 2.000 MILE| 2300.00000 4600.00| 2080.00000 4160.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0190 701C001 2.000 MILE| 800.00000 1600.00| 421.00000 842.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20130628053 COUNTIES : LEE LETTING DATE : 06/28/13 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04016 |( 2 ) 05002 |( ) |D & J ENTERPRISES, INC. |EAST ALABAMA PAVING CO., IN | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 703A002 2930.000 SQFT| 3.80000 11134.00| 2.78000 8145.40| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 35.000 SQFT| 5.00000 175.00| 5.00000 175.00| Traffic Control Legends, Class 2, Type | | | 0220 703D001 125.000 SQFT| 2.00000 250.00| 1.58000 197.50| Temporary Traffic Control Markings | | | 0230 705A030 6.000 EACH| 4.00000 24.00| 2.63000 15.78| Pavement Markers, Class A-H, Type 2-C | | | 0240 705A037 80.000 EACH| 4.00000 320.00| 2.63000 210.40| Pavement Markers, Class A-H, Type 2-D | | | 0250 730H001 200.000 LF | 4.00000 800.00| 3.25000 650.00| Loop Wire | | | 0260 740B000 419.000 SQFT| 20.00000 8380.00| 10.00000 4190.00| Construction Signs | | | 0270 740D000 50.000 EACH| 50.00000 2500.00| 100.00000 5000.00| Channelizing Drums | | | 0280 740E000 50.000 EACH| 20.00000 1000.00| 20.00000 1000.00| Cones (36 Inches High) | | | 0290 740M001 50.000 EACH| 5.00000 250.00| 10.00000 500.00| Ballast For Cone | | | 0300 740O000 1.000 EACH| 2500.00000 2500.00| 3000.00000 3000.00| Pilot Car | | | SECTION TOTALS | $ 263,035.05| $ 270,019.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 263,035.05| $ 270,019.95| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20130628057 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-002-181-010 for constructing the Widening (Grade, Drain, Base, and Pave) on SR-181 from south of CR-48 to south of CR-30 in Fairhope. Length 1.188 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 766,881.98 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 898,962.97 117.2231% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20130628057 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A002 LUMP| 28000.00000 28000.00| 15481.20000 15481.20| Clearing And Grubbing (Maximum | | | Allowable Bid $ 4000.00 Per Acre)(Approximately 7 Acres) | | | | | | 0020 206C000 7.000 SQYD| 11.53000 80.71| 65.41000 457.87| Removing Concrete Sidewalk | | | 0030 206C010 138.000 SQYD| 7.87000 1086.06| 24.37000 3363.06| Removing Concrete Driveway | | | 0040 206D000 177.000 LF | 7.41000 1311.57| 10.90000 1929.30| Removing Pipe | | | 0050 206E000 2.000 EACH| 232.66000 465.32| 227.63000 455.26| Removing Headwalls | | | 0060 209A000 30.000 EACH| 21.55000 646.50| 90.49000 2714.70| Mailbox Reset, Single | | | 0070 210A000 1759.000 CUYD| 18.91000 33262.69| 6.29000 11064.11| Unclassified Excavation | | | 0080 210D022 1253.000 CUYD| 11.56000 14484.68| 9.59000 12016.27| Borrow Excavation (Loose Truckbed | | | Measurement) (A-2-4(0) Or A-4(0) | | | 0090 214A000 140.000 CUYD| 1.27000 177.80| 13.96000 1954.40| Structure Excavation | | | 0100 214B000 80.000 CUYD| 11.28000 902.40| 20.20000 1616.00| Foundation Backfill, Local | | | 0110 230A000 63.000 RBST| 1.15000 72.45| 500.84000 31552.92| Roadbed Processing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20130628057 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 301A012 8862.000 SQYD| 18.46000 163592.52| 13.68000 121232.16| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 8862.000 SQYD| 0.97000 8596.14| 0.84000 7444.08| Bituminous Treatment A | | | 0140 405A000 1529.000 GAL | 4.44000 6788.76| 3.47000 5305.63| Tack Coat | | | 0150 407B000 2.000 MILE| 124.54000 249.08| 173.28000 346.56| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0160 408A051 430.000 SQYD| 4.85000 2085.50| 7.44000 3199.20| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0170 424A356 1746.000 TON | 69.48000 121312.08| 78.62000 137270.52| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0180 424A358 90.000 TON | 83.86000 7547.40| 80.34000 7230.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/8" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0190 424B651 940.000 TON | 72.55000 68197.00| 63.97000 60131.80| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 057 -4 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20130628057 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 424B681 940.000 TON | 67.80000 63732.00| 71.31000 67031.40| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0210 424B685 60.000 TON | 121.68000 7300.80| 66.55000 3993.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0220 430B040 70.000 TON | 43.67000 3056.90| 46.15000 3230.50| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0230 530A101 28.000 LF | 31.78000 889.84| 44.37000 1242.36| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 530A108 24.000 LF | 134.31000 3223.44| 214.75000 5154.00| 60" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530B014 12.000 LF | 80.43000 965.16| 79.37000 952.44| 36" Span, 23" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0260 530B017 12.000 LF | 165.31000 1983.72| 171.70000 2060.40| 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 057 -5 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20130628057 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 533A101 40.000 LF | 67.68000 2707.20| 79.89000 3195.60| 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0280 534E001 130.000 LF | 11.49000 1493.70| 10.57000 1374.10| Cleaning Existing Pipe (Less Than Or | | | Equal To 48" Horizontal Opening) | | | 0290 534F001 100.000 LF | 17.24000 1724.00| 17.18000 1718.00| Cleaning Existing Pipe (Greater Than | | | 48" Horizontal Opening) | | | 0300 535A080 116.000 LF | 35.17000 4079.72| 33.68000 3906.88| 18" Side Drain Pipe (Class 3 R.C.) | | | 0310 600A000 LUMP| 14700.00000 14700.00| 72624.19000 72624.19| Mobilization | | | 0320 606A012 1000.000 LF | 12.53000 12530.00| 15.85000 15850.00| 6" Underdrain Pipe,Type 8 | | | 0330 610C001 12.000 TON | 76.22000 914.64| 94.14000 1129.68| Loose Riprap, Class 2 | | | 0340 610D003 10.000 SQYD| 23.16000 231.60| 8.65000 86.50| Filter Blanket, Geotextile | | | 0350 618A000 16.000 SQYD| 159.08000 2545.28| 76.23000 1219.68| Concrete Sidewalk, 4" Thick | | | 0360 618B002 59.000 SQYD| 56.80000 3351.20| 67.70000 3994.30| Concrete Driveway, 6" Thick | | | 0370 619A002 2.000 EACH| 541.86000 1083.72| 458.24000 916.48| 18" Roadway Pipe End Treatment, Class 1 | | | 0380 619A009 2.000 EACH| 1869.22000 3738.44| 2543.22000 5086.44| 60" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 057 -6 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20130628057 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 619A126 4.000 EACH| 806.42000 3225.68| 1005.83000 4023.32| 18" Side Drain Pipe End Treatment, | | | Class 2 | | | 0400 619A129 2.000 EACH| 2261.25000 4522.50| 2515.73000 5031.46| 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0410 619B068 1.000 EACH| 3300.87000 3300.87| 1857.01000 1857.01| 36" Span, 23" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0420 619B071 1.000 EACH| 2801.41000 2801.41| 2323.27000 2323.27| 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0430 620A000 3.000 CUYD| 922.92000 2768.76| 973.76000 2921.28| Minor Structure Concrete | | | 0440 621A011 1.000 EACH| 5423.54000 5423.54| 3088.76000 3088.76| Junction Boxes, Type 1 Or 1P | | | 0450 630A033 687.000 LF | 19.54000 13423.98| 19.48000 13382.76| Steel Beam Guardrail, Class A, Type 2 | | | (7'-0" Post) | | | 0460 630C050 8.000 EACH| 2356.46000 18851.68| 2348.47000 18787.76| Guardrail End Anchor, Type 20 Series | | | 0470 650A000 852.000 CUYD| 13.38000 11399.76| 13.68000 11655.36| Topsoil | | | 0480 652A100 7.000 ACRE| 862.12000 6034.84| 2098.18000 14687.26| Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 057 -7 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20130628057 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 652C000 14.000 ACRE| 114.95000 1609.30| 159.99000 2239.86| Mowing | | | 0500 654A001 2494.000 SQYD| 3.16000 7881.04| 4.32000 10774.08| Solid Sodding (Bermuda) | | | 0510 656A010 7.000 ACRE| 862.12000 6034.84| 1189.64000 8327.48| Mulching | | | 0520 665Z000 LUMP| 26235.00000 26235.00| 109504.53000 109504.53| Construction Stormwater Management | | | 0530 666A001 7.000 ACRE| 57.47000 402.29| 149.37000 1045.59| Pest Control Treatment | | | 0540 674A000 200.000 LF | 2.22000 444.00| 2.78000 556.00| Construction Safety Fence | | | 0550 680A001 LUMP| 7670.94000 7670.94| 2460.33000 2460.33| Geometric Controls | | | 0560 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 38,600.00) | | | 0570 701A227 3.000 MILE| 2241.51000 6724.53| 2345.61000 7036.83| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0580 701A230 3.000 MILE| 2241.51000 6724.53| 2345.61000 7036.83| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0590 701A244 3.000 MILE| 1569.06000 4707.18| 1641.92000 4925.76| Broken Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 057 -8 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20130628057 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 701B207 1371.000 LF | 0.30000 411.30| 0.31000 425.01| Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0610 701C000 3.000 MILE| 431.06000 1293.18| 451.08000 1353.24| Broken Temporary Traffic Stripe | | | 0620 701C001 3.000 MILE| 431.06000 1293.18| 451.08000 1353.24| Solid Temporary Traffic Stripe | | | 0630 701D008 3.000 MILE| 862.12000 2586.36| 902.16000 2706.48| Solid Traffic Stripe Removed (Plastic) | | | 0640 701D015 3.000 MILE| 603.48000 1810.44| 631.51000 1894.53| Broken Traffic Stripe Removed (Plastic) | | | 0650 703A002 5213.000 SQFT| 3.05000 15899.65| 3.19000 16629.47| Traffic Control Markings, Class 2, Type | | | A | | | 0660 703B002 202.000 SQFT| 5.46000 1102.92| 5.71000 1153.42| Traffic Control Legends, Class 2, Type | | | 0670 703D001 3000.000 SQFT| 1.15000 3450.00| 1.20000 3600.00| Temporary Traffic Control Markings | | | 0680 705A011 100.000 EACH| 2.59000 259.00| 2.71000 271.00| Pavement Markers, Class C, Type 1-A | | | 0690 705A023 100.000 EACH| 2.59000 259.00| 2.71000 271.00| Pavement Markers, Class C, Type 2-D | | | 0700 705A030 200.000 EACH| 2.59000 518.00| 2.71000 542.00| Pavement Markers, Class A-H, Type 2-C | | | 0710 705A032 250.000 EACH| 2.59000 647.50| 2.71000 677.50| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 057 -9 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20130628057 COUNTIES : BALDWIN LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0720 705A037 300.000 EACH| 2.59000 777.00| 2.71000 813.00| Pavement Markers, Class A-H, Type 2-D | | | 0730 705A038 100.000 EACH| 2.59000 259.00| 2.71000 271.00| Pavement Markers, Class A-H, Type 2-E | | | 0740 740B000 747.000 SQFT| 5.98000 4467.06| 5.96000 4452.12| Construction Signs | | | 0750 740D000 350.000 EACH| 0.01000 3.50| 21.19000 7416.50| Channelizing Drums | | | 0760 740E000 50.000 EACH| 0.01000 0.50| 10.88000 544.00| Cones (36 Inches High) | | | 0770 740I002 6.000 EACH| 232.95000 1397.70| 41.24000 247.44| Warning Lights, Type B | | | 0780 740M001 50.000 EACH| 0.01000 0.50| 5.16000 258.00| Ballast For Cone | | | 0790 742A001 2.000 EACH| 574.75000 1149.50| 1443.45000 2886.90| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 766,881.98| $ 898,962.97| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 766,881.98| $ 898,962.97| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20130628059 COUNTIES : MOBILE LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-049-016-009 for constructing the Access Improvements (Widening and Lighting Relocation) on the Service Road south of the Bankhead Tunnel going onto SR-16 (US-90/98) in Mobile. Length 0.123 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 160,169.36 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 203,320.74 126.9411% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20130628059 COUNTIES : MOBILE LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C002 3.000 SQYD| 28.30000 84.90| 38.25000 114.75| Removing Concrete Slope Paving | | | 0020 206D000 3.000 LF | 28.30000 84.90| 76.51000 229.53| Removing Pipe | | | 0030 206D011 40.000 LF | 11.80000 472.00| 5.74000 229.60| Removing Fence | | | 0040 206E001 1.000 EACH| 414.09000 414.09| 459.01000 459.01| Removing Inlets | | | 0050 206E008 2.000 EACH| 556.50000 1113.00| 458.99000 917.98| Removing Guardrail End Anchor (All Type | | | 0060 210A000 132.000 CUYD| 23.93000 3158.76| 16.78000 2214.96| Unclassified Excavation | | | 0070 210D022 339.000 CUYD| 17.94000 6081.66| 16.36000 5546.04| Borrow Excavation (Loose Truckbed | | | Measurement) (A-2-4(0) Or A-4(0) | | | 0080 214A000 16.000 CUYD| 2.84000 45.44| 7.47000 119.52| Structure Excavation | | | 0090 214B000 5.000 CUYD| 49.03000 245.15| 16.56000 82.80| Foundation Backfill, Local | | | 0100 405A000 123.000 GAL | 3.49000 429.27| 3.57000 439.11| Tack Coat | | | 0110 407B000 1.000 MILE| 162.65000 162.65| 213.98000 213.98| Joint Sealant For Hot Mix Asphalt | | | Pavement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 059 -3 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20130628059 COUNTIES : MOBILE LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 408A052 1647.000 SQYD| 3.73000 6143.31| 2.26000 3722.22| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0130 424A360 317.000 TON | 77.30000 24504.10| 92.45000 29306.65| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0140 424B655 25.000 TON | 70.00000 1750.00| 102.51000 2562.75| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0150 424B659 82.000 TON | 70.00000 5740.00| 87.01000 7134.82| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0160 424B662 167.000 TON | 70.00000 11690.00| 86.28000 14408.76| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range C/D | | | | | | 0170 530A001 17.000 LF | 62.29000 1058.93| 66.53000 1131.01| 18" Roadway Pipe (Class 3 R.C.) | | | 0180 600A000 LUMP| 17525.00000 17525.00| 32550.00000 32550.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 059 -4 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20130628059 COUNTIES : MOBILE LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 610D003 160.000 SQYD| 3.44000 550.40| 2.17000 347.20| Filter Blanket, Geotextile | | | 0200 614A000 31.000 CUYD| 389.89000 12086.59| 484.22000 15010.82| Slope Paving | | | 0210 621A022 1.000 EACH| 2504.33000 2504.33| 3873.76000 3873.76| Junction Boxes, Type 1 (Modified) | | | 0220 621C027 1.000 EACH| 2438.40000 2438.40| 2544.19000 2544.19| Inlets, Type C | | | 0230 650A000 78.000 CUYD| 11.96000 932.88| 29.68000 2315.04| Topsoil | | | 0240 650B000 104.000 CUYD| 11.96000 1243.84| 16.26000 1691.04| Topsoil From Stockpiles | | | 0250 652A100 1.000 ACRE| 1544.86000 1544.86| 2159.23000 2159.23| Seeding | | | 0260 652C000 1.000 ACRE| 81.02000 81.02| 164.68000 164.68| Mowing | | | 0270 654A001 124.000 SQYD| 5.45000 675.80| 3.96000 491.04| Solid Sodding (Bermuda) | | | 0280 656A010 1.000 ACRE| 880.42000 880.42| 1207.01000 1207.01| Mulching | | | 0290 665A000 2.000 ACRE| 1104.03000 2208.06| 1888.69000 3777.38| Temporary Seeding | | | 0300 665B001 6.000 TON | 305.10000 1830.60| 1207.02000 7242.12| Temporary Mulching | | | 0310 665F000 50.000 EACH| 12.08000 604.00| 9.76000 488.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 059 -5 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20130628059 COUNTIES : MOBILE LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665G000 50.000 EACH| 7.13000 356.50| 4.32000 216.00| Sand Bags | | | 0330 665J002 615.000 LF | 3.73000 2293.95| 2.48000 1525.20| Silt Fence | | | 0340 665O001 615.000 LF | 1.01000 621.15| 0.66000 405.90| Silt Fence Removal | | | 0350 665P005 4.000 EACH| 177.90000 711.60| 567.23000 2268.92| Inlet Protection, Stage 3 Or 4 | | | 0360 665Q002 680.000 LF | 8.90000 6052.00| 6.76000 4596.80| Wattle | | | 0370 665V001 10.000 LB | 19.00000 190.00| 18.99000 189.90| Flocculant Powder | | | 0380 665W001 65.000 EACH| 19.00000 1235.00| 100.00000 6500.00| Flocculant Block | | | 0390 666A001 1.000 ACRE| 55.65000 55.65| 153.72000 153.72| Pest Control Treatment | | | 0400 680A001 LUMP| 3820.00000 3820.00| 3715.90000 3715.90| Geometric Controls | | | 0410 698A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | to $ 8,375.00) | | | 0420 701A227 1.000 MILE| 2170.35000 2170.35| 3615.51000 3615.51| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0430 701A230 1.000 MILE| 2170.35000 2170.35| 3615.51000 3615.51| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 059 -6 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20130628059 COUNTIES : MOBILE LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 701B207 154.000 LF | 0.29000 44.66| 2.58000 397.32| Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0450 701C001 1.000 MILE| 556.50000 556.50| 774.76000 774.76| Solid Temporary Traffic Stripe | | | 0460 701D007 1.000 MILE| 1113.00000 1113.00| 774.76000 774.76| Solid Traffic Stripe Removed (Paint) | | | 0470 703A002 607.000 SQFT| 3.06000 1857.42| 3.87000 2349.09| Traffic Control Markings, Class 2, Type | | | A | | | 0480 703B002 45.000 SQFT| 5.29000 238.05| 5.17000 232.65| Traffic Control Legends, Class 2, Type | | | 0490 703C000 165.000 SQFT| 2.78000 458.70| 3.87000 638.55| Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0500 703D001 607.000 SQFT| 1.39000 843.73| 1.29000 783.03| Temporary Traffic Control Markings | | | 0510 705A030 85.000 EACH| 3.62000 307.70| 5.17000 439.45| Pavement Markers, Class A-H, Type 2-C | | | 0520 705A037 13.000 EACH| 3.62000 47.06| 5.17000 67.21| Pavement Markers, Class A-H, Type 2-D | | | 0530 705A038 26.000 EACH| 3.62000 94.12| 5.17000 134.42| Pavement Markers, Class A-H, Type 2-E | | | 0540 710A115 32.000 SQFT| 18.09000 578.88| 19.98000 639.36| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 059 -7 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20130628059 COUNTIES : MOBILE LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 710A126 4.000 SQFT| 18.64000 74.56| 20.60000 82.40| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | 0560 710B021 42.000 LF | 8.63000 362.46| 9.53000 400.26| Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 0570 730A012 LUMP| 1113.00000 1113.00| 1291.26000 1291.26| Removal Of Existing Traffic Control | | | Unit (Partial) ( Service Road SE Radius) | | | 0580 740B000 194.000 SQFT| 5.79000 1123.26| 6.39000 1239.66| Construction Signs | | | 0590 740C000 30.000 SQFT| 5.79000 173.70| 6.39000 191.70| Special Construction Signs | | | 0600 740D000 50.000 EACH| 18.14000 907.00| 22.75000 1137.50| Channelizing Drums | | | 0610 740E000 50.000 EACH| 18.14000 907.00| 11.68000 584.00| Cones (36 Inches High) | | | 0620 740F002 10.000 EACH| 81.65000 816.50| 76.25000 762.50| Barricades, Type III | | | 0630 740I002 5.000 EACH| 195.05000 975.25| 44.27000 221.35| Warning Lights, Type B | | | 0640 740M001 50.000 EACH| 0.01000 0.50| 5.53000 276.50| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 059 -8 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20130628059 COUNTIES : MOBILE LETTING DATE : 06/28/13 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23056 |( 2 ) 23011 |( ) |JOHN G. WALTON CONSTRUCTION |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0650 750C010 3.000 EACH| 2226.00000 6678.00| 2582.50000 7747.50| Pole Foundation,Roadway | | | 0660 750D200 1.000 EACH| 333.90000 333.90| 387.38000 387.38| Electrical Junction Box,Type 1 | | | 0670 750G005 350.000 LF | 8.90000 3115.00| 10.33000 3615.50| Combined Duct and Cable, 2#8 AWG/ 1#8 | | | AWG GND | | | 0680 751G025 3.000 EACH| 667.80000 2003.40| 774.75000 2324.25| Remove & Store Roadway Luminaire | | | Assembly | | | 0690 751I000 3.000 EACH| 667.80000 2003.40| 774.75000 2324.25| Install State Property Roadway | | | Luminaire Assembly | | | 0700 751J004 6.000 EACH| 667.80000 4006.80| 382.50000 2295.00| Remove Luminare Pole Foundation | | | 0710 751M000 LUMP| 111.30000 111.30| 129.12000 129.12| Remove Conductors | | | 0720 756A022 35.000 LF | 38.96000 1363.60| 45.19000 1581.65| 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | SECTION TOTALS | $ 160,169.36| $ 203,320.74| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 160,169.36| $ 203,320.74| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 062 -1 VENDOR RANKING CALL ORDER : 062 CONTRACT ID : 20130628062 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-406-513-006-111 for constructing the Intersection Improvements (Grade, 99-406-513-009-114 Drain, Base, and Pave) on SR-6 (US-82) (Southern Boulevard) (Sites 1-3) & on SR-9 (US-231) (Eastern Bypass) (Sites 4-14) as indicated in the plans in Montgomery. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,189,798.56 100.0000% 2 04061 DUBOSE CONSTRUCTION COMPANY, LLC $ 1,291,496.80 108.5475% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 062 -2 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20130628062 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04061 |( ) |WIREGRASS CONSTRUCTION COMP |DUBOSE CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D000 145.000 LF | 35.76000 5185.20| 25.00000 3625.00| Removing Pipe | | | 0020 206D003 555.000 LF | 15.43000 8563.65| 20.00000 11100.00| Removing Curb And Gutter | | | 0030 206E000 2.000 EACH| 833.79000 1667.58| 1500.00000 3000.00| Removing Headwalls | | | 0040 210A000 1354.000 CUYD| 29.70000 40213.80| 50.00000 67700.00| Unclassified Excavation | | | 0050 210D021 1120.000 CUYD| 58.98000 66057.60| 50.00000 56000.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0060 214A000 178.000 CUYD| 18.52000 3296.56| 50.00000 8900.00| Structure Excavation | | | 0070 214B001 123.000 CUYD| 21.89000 2692.47| 75.00000 9225.00| Foundation Backfill, Commercial | | | 0080 305B077 1552.000 TON | 45.16000 70088.32| 50.00000 77600.00| Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0090 401A000 7060.000 SQYD| 0.50000 3530.00| 1.25000 8825.00| Bituminous Treatment A | | | 0100 405A000 1044.000 GAL | 7.50000 7830.00| 3.75000 3915.00| Tack Coat | | | 0110 408A052 1790.000 SQYD| 22.50000 40275.00| 15.00000 26850.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 062 -3 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20130628062 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04061 |( ) |WIREGRASS CONSTRUCTION COMP |DUBOSE CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 424A280 909.000 TON | 127.07000 115506.63| 104.50000 94990.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0130 424B280 719.000 TON | 122.47000 88055.93| 91.75000 65968.25| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0140 424B284 100.000 TON | 184.44000 18444.00| 115.00000 11500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0150 424B288 100.000 TON | 109.01000 10901.00| 95.00000 9500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0160 424B580 727.000 TON | 119.85000 87130.95| 89.50000 65066.50| Superpave Bituminous Concrete Lower | | | Binder Layer, 3/4" Maximum Aggregate Size Mix, ESAL Range E | | | | | | 0170 530A000 458.000 LF | 69.33000 31753.14| 75.00000 34350.00| 15" Roadway Pipe (Class 3 R.C.) | | | 0180 600A000 LUMP| 208000.00000 208000.00| 250000.00000 250000.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 062 -4 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20130628062 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04061 |( ) |WIREGRASS CONSTRUCTION COMP |DUBOSE CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 610D003 336.000 SQYD| 1.08000 362.88| 3.00000 1008.00| Filter Blanket, Geotextile | | | 0200 614A000 468.000 CUYD| 280.25000 131157.00| 275.00000 128700.00| Slope Paving | | | 0210 619A100 4.000 EACH| 764.32000 3057.28| 750.00000 3000.00| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0220 620A000 1.000 CUYD| 1019.09000 1019.09| 2500.00000 2500.00| Minor Structure Concrete | | | 0230 621A011 1.000 EACH| 3006.31000 3006.31| 3500.00000 3500.00| Junction Boxes, Type 1 Or 1P | | | 0240 621C001 1.000 EACH| 2241.99000 2241.99| 3500.00000 3500.00| Inlets, Type B | | | 0250 621C015 2.000 EACH| 3210.13000 6420.26| 3500.00000 7000.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0260 621D015 1.000 EACH| 662.41000 662.41| 750.00000 750.00| Inlet Units, Type S1 Or S3 | | | 0270 623C000 655.000 LF | 25.48000 16689.40| 25.00000 16375.00| Combination Curb & Gutter, Type C | | | 0280 650A000 752.000 CUYD| 63.08000 47436.16| 50.00000 37600.00| Topsoil | | | 0290 665A000 2.000 ACRE| 1084.14000 2168.28| 1000.00000 2000.00| Temporary Seeding | | | 0300 665B001 4.000 TON | 867.31000 3469.24| 800.00000 3200.00| Temporary Mulching | | | 0310 665E000 5835.000 SQYD| 0.92000 5368.20| 0.85000 4959.75| Polyethylene | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 062 -5 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20130628062 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04061 |( ) |WIREGRASS CONSTRUCTION COMP |DUBOSE CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 665G000 378.000 EACH| 6.50000 2457.00| 6.00000 2268.00| Sand Bags | | | 0330 665J002 4965.000 LF | 3.79000 18817.35| 3.50000 17377.50| Silt Fence | | | 0340 665O001 4965.000 LF | 1.08000 5362.20| 1.00000 4965.00| Silt Fence Removal | | | 0350 665P005 11.000 EACH| 487.86000 5366.46| 450.00000 4950.00| Inlet Protection, Stage 3 Or 4 | | | 0360 665Q002 500.000 LF | 7.59000 3795.00| 7.00000 3500.00| Wattle | | | 0370 680A001 LUMP| 10841.35000 10841.35| 75000.00000 75000.00| Geometric Controls | | | 0380 698A000 LUMP| 0.00000 0.00| 30000.00000 30000.00| Construction Fuel (Maximum Bid Limited | | | to $ 33,950.00) | | | 0390 701B207 1920.000 LF | 0.54000 1036.80| 0.50000 960.00| Dotted, Class 2, Type A Traffic Stripe | | | (5" Wide) | | | 0400 701D005 3.000 MILE| 1355.17000 4065.51| 1250.00000 3750.00| Solid Traffic Stripe Removed | | | 0410 701E000 11207.000 LF | 0.16000 1793.12| 0.15000 1681.05| Solid Temporary Traffic Stripe | | | 0420 701E010 2175.000 LF | 0.16000 348.00| 0.15000 326.25| Broken Temporary Traffic Stripe | | | 0430 701G242 2175.000 LF | 0.54000 1174.50| 0.50000 1087.50| Broken White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 062 -6 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20130628062 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04061 |( ) |WIREGRASS CONSTRUCTION COMP |DUBOSE CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 701G253 5805.000 LF | 0.54000 3134.70| 0.50000 2902.50| Solid White, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0450 701G265 5647.000 LF | 0.54000 3049.38| 0.50000 2823.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (5" Wide) | | | 0460 703A002 4736.000 SQFT| 2.71000 12834.56| 2.50000 11840.00| Traffic Control Markings, Class 2, Type | | | A | | | 0470 703B002 573.000 SQFT| 2.71000 1552.83| 2.50000 1432.50| Traffic Control Legends, Class 2, Type | | | 0480 703C001 134.000 SQFT| 3.25000 435.50| 3.00000 402.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0490 705A030 235.000 EACH| 4.34000 1019.90| 4.00000 940.00| Pavement Markers, Class A-H, Type 2-C | | | 0500 705A031 28.000 EACH| 4.34000 121.52| 4.00000 112.00| Pavement Markers, Class A-H, Type 1-A | | | 0510 710A115 7.000 SQFT| 15.18000 106.26| 15.00000 105.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type III Or Type IV Background) | | | | | | 0520 710A126 63.000 SQFT| 17.35000 1093.05| 18.00000 1134.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 Gauge (Type IX Background) | | | | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 062 -7 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20130628062 COUNTIES : MONTGOMERY LETTING DATE : 06/28/13 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 04061 |( ) |WIREGRASS CONSTRUCTION COMP |DUBOSE CONSTRUCTION COMPANY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 710B021 180.000 LF | 8.67000 1560.60| 10.00000 1800.00| Roadway Sign Post (#3 U Channel, | | | Galvanized Steel or 2 ", 14 Ga Square Tubular Steel) | | | | | | 0540 740B000 4624.000 SQFT| 7.05000 32599.20| 5.50000 25432.00| Construction Signs | | | 0550 740D000 200.000 EACH| 85.24000 17048.00| 125.00000 25000.00| Channelizing Drums | | | 0560 740E000 100.000 EACH| 7.50000 750.00| 50.00000 5000.00| Cones (36 Inches High) | | | 0570 740F002 12.000 EACH| 273.59000 3283.08| 500.00000 6000.00| Barricades, Type III | | | 0580 740I002 12.000 EACH| 273.59000 3283.08| 500.00000 6000.00| Warning Lights, Type B | | | 0590 740M001 100.000 EACH| 1.00000 100.00| 25.00000 2500.00| Ballast For Cone | | | 0600 741C010 6.000 EACH| 3419.88000 20519.28| 5000.00000 30000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,189,798.56| $ 1,291,496.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,189,798.56| $ 1,291,496.80| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 200 -1 VENDOR RANKING CALL ORDER : 200 CONTRACT ID : 20130628200 COUNTIES : WINSTON LETTING DATE : 06/28/13 10:00 AM DIVISION : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : HRRR-6705(201) for constructing the Paved Shoulders and Traffic Stripe on CR-63 from Farley Road near Arley to Old Arley Road near Houston. Length 3.053 mi. ------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 19015 S & C MATERIALS & PAVING, INC. $ 226,198.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 200 -2 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : 20130628200 COUNTIES : WINSTON LETTING DATE : 06/28/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19015 |( ) |( ) |S & C MATERIALS & PAVING, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 407B000 6.000 MILE| 800.00000 4800.00| | Joint Sealant For Hot Mix Asphalt | | | Pavement | | | 0020 424C350 1120.000 TON | 115.65000 129528.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate Size Mix, ESAL Range A/B | | | | | | 0030 430B047 620.000 TON | 55.50000 34410.00| | Aggregate Surfacing (3/4" Down,Crusher | | | Run) | | | 0040 600A000 LUMP| 22750.00000 22750.00| | Mobilization | | | 0050 698A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | to $ 8,000.00) | | | 0060 701A231 7.000 MILE| 1950.00000 13650.00| | Solid White, Class 2, Type A Traffic | | | Stripe | | | 0070 701A235 6.000 MILE| 1950.00000 11700.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe | | | 0080 701A245 1.000 MILE| 1000.00000 1000.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/28/13 PAGE : 200 -3 TABULATION OF BIDS CALL ORDER : 200 CONTRACT ID : 20130628200 COUNTIES : WINSTON LETTING DATE : 06/28/13 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 19015 |( ) |( ) |S & C MATERIALS & PAVING, I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 705A032 60.000 EACH| 4.00000 240.00| | Pavement Markers, Class A-H, Type 1-B | | | 0100 705A037 285.000 EACH| 4.00000 1140.00| | Pavement Markers, Class A-H, Type 2-D | | | 0110 740B000 132.000 SQFT| 15.00000 1980.00| | Construction Signs | | | 0120 740O000 1.000 EACH| 5000.00000 5000.00| | Pilot Car | | | SECTION TOTALS | $ 226,198.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 226,198.00| $ 0.00| $ ====================================================================================================================================