ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 125 Working Days (available days) CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : IM-65-1(250) for constructing the Intersection Improvements (Grade, Drain, Pave, and Traffic Stripe) at I-65 and S.R. #14 (Exit #181). Length - 0.270 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 998,625.75 100.0000% 2 19095 SUMMIT DEVELOPMENT COMPANY, L.L.C. $ 1,061,068.30 106.2528% 3 19047 SOUTHEAST CHEROKEE CONSTRUCTION, INC. $ 1,061,301.20 106.2761% 4 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,132,405.43 113.3963% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 19095 |(3) 19047 |APAC-ALABAMA, INC. |SUMMIT DEVELOPMENT COMPANY, |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 4100.00000 4100.00| 30000.00000 30000.00| 49000.00000 49000.00 Clearing & Grubbing (Approximately 6 | | | Acres) | | | 0020 206C002 2994.000 SQYD| 2.05000 6137.70| 4.50000 13473.00| 4.00000 11976.00 Removing Concrete Slope Paving | | | 0030 206D000 163.000 LF | 14.00000 2282.00| 12.00000 1956.00| 6.00000 978.00 Removing Pipe | | | 0040 206D001 1125.000 LF | 2.10000 2362.50| 2.75000 3093.75| 4.00000 4500.00 Removing Guardrail | | | 0050 206D002 511.000 LF | 4.00000 2044.00| 5.00000 2555.00| 5.00000 2555.00 Removing Curb | | | 0060 206D003 45.000 LF | 15.00000 675.00| 5.00000 225.00| 6.00000 270.00 Removing Curb And Gutter | | | 0070 206E001 1.000 EACH| 450.00000 450.00| 600.00000 600.00| 600.00000 600.00 Removing Inlets | | | 0080 206E002 3.000 EACH| 450.00000 1350.00| 600.00000 1800.00| 800.00000 2400.00 Removing Junction Boxes | | | 0090 206E008 5.000 EACH| 150.00000 750.00| 175.00000 875.00| 150.00000 750.00 Removing Guardrail End Anchor (All Type)| | | 0100 210A000 9523.000 CYIP| 9.20000 87611.60| 3.00000 28569.00| 6.35000 60471.05 Unclassified Excavation | | | 0110 214A000 313.000 CUYD| 6.00000 1878.00| 6.00000 1878.00| 8.00000 2504.00 Structure Excavation | | | 0120 214B001 315.000 CUYD| 17.30000 5449.50| 12.00000 3780.00| 10.00000 3150.00 Foundation Backfill, Commercial | | | 0130 405A000 1543.000 GAL | 1.05000 1620.15| 1.25000 1928.75| 1.77000 2731.11 Tack Coat | | | 0140 408A052 18438.000 SY | 1.50000 27657.00| 1.60000 29500.80| 1.75000 32266.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0150 420A011 657.000 TON | 72.85000 47862.45| 59.00000 38763.00| 65.10000 42770.70 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0160 424A281 2743.000 TON | 41.65000 114245.95| 43.20000 118497.60| 43.26000 118662.18 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0170 424A287 310.000 TON | 46.50000 14415.00| 51.00000 15810.00| 54.60000 16926.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 19095 |(3) 19047 |APAC-ALABAMA, INC. |SUMMIT DEVELOPMENT COMPANY, |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424B281 1862.000 TON | 42.00000 78204.00| 42.20000 78576.40| 41.90000 78017.80 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0190 424B285 100.000 TON | 76.70000 7670.00| 70.00000 7000.00| 157.50000 15750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424B581 1891.000 TON | 41.60000 78665.60| 37.90000 71668.90| 40.58000 76736.78 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0210 424C280 3834.000 TON | 41.50000 159111.00| 37.90000 145308.60| 39.57000 151711.38 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0220 502A000 2031.000 LB | 0.85000 1726.35| 0.75000 1523.25| 0.86000 1746.66 Steel Reinforcement | | | 0230 524B011 16.000 CUYD| 415.00000 6640.00| 575.00000 9200.00| 693.00000 11088.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0240 530A002 54.000 LF | 62.95000 3399.30| 51.00000 2754.00| 65.00000 3510.00 24" Roadway Pipe (Class 3 R.C.) | | | 0250 530A003 32.000 LF | 72.50000 2320.00| 72.50000 2320.00| 78.00000 2496.00 30" Roadway Pipe (Class 3 R.C.) | | | 0260 530A203 67.000 LF | 68.25000 4572.75| 71.00000 4757.00| 75.00000 5025.00 30" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0270 600A000 LUMP| 22000.00000 22000.00| 100000.00000 100000.00| 42000.00000 42000.00 Mobilization | | | 0280 614A000 400.000 CUYD| 200.00000 80000.00| 220.00000 88000.00| 215.00000 86000.00 Slope Paving | | | 0290 619A003 1.000 EACH| 725.00000 725.00| 475.00000 475.00| 945.00000 945.00 24" Roadway Pipe End Treatment, Class 1 | | | 0300 621A000 2.000 EACH| 1650.00000 3300.00| 2000.00000 4000.00| 1680.00000 3360.00 Junction Boxes, Type 1, 1P Or 5 | | | 0310 621B000 3.000 EACH| 550.00000 1650.00| 500.00000 1500.00| 446.25000 1338.75 Junction Box Units, Type 1, 1P Or 5 | | | 0320 621C027 1.000 EACH| 1550.00000 1550.00| 2000.00000 2000.00| 1600.00000 1600.00 Inlets, Type C | | | 0330 621C070 1.000 EACH| 4125.00000 4125.00| 6750.00000 6750.00| 9500.00000 9500.00 Inlets, Type E4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 19095 |(3) 19047 |APAC-ALABAMA, INC. |SUMMIT DEVELOPMENT COMPANY, |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 621D002 1.000 EACH| 425.00000 425.00| 500.00000 500.00| 400.00000 400.00 Inlet Units, Type C | | | 0350 621D047 1.000 EACH| 425.00000 425.00| 525.00000 525.00| 600.00000 600.00 Inlet Units, Type E4 | | | 0360 629A015 20.000 LF | 425.00000 8500.00| 215.00000 4300.00| 175.00000 3500.00 Concrete Median Or Safety Barrier, Type | | | TES (Double Faced) | | | 0370 629A021 200.000 LF | 225.00000 45000.00| 200.00000 40000.00| 100.00000 20000.00 Concrete Median Or Safety Barrier, Type | | | 1 | | | 0380 630A000 413.000 LF | 16.00000 6608.00| 17.00000 7021.00| 15.50000 6401.50 Steel Beam Guardrail, Class A, Type 1 | | | 0390 630C001 1.000 EACH| 825.00000 825.00| 875.00000 875.00| 800.00000 800.00 Guardrail End Anchor, Type 8 | | | 0400 630C050 2.000 EACH| 2000.00000 4000.00| 2050.00000 4100.00| 1900.00000 3800.00 Guardrail End Anchor, Type 20 Series | | | 0410 650A000 400.000 CYIP| 14.60000 5840.00| 3.00000 1200.00| 8.00000 3200.00 Topsoil | | | 0420 650B000 1518.000 CYIP| 8.60000 13054.80| 8.00000 12144.00| 5.00000 7590.00 Topsoil From Stockpiles | | | 0430 652A054 6.000 ACRE| 515.00000 3090.00| 650.00000 3900.00| 465.00000 2790.00 Seeding (Mix 2A) | | | 0440 652B053 6.000 ACRE| 310.00000 1860.00| 650.00000 3900.00| 405.00000 2430.00 Temporary Seeding (Mix 2AT) | | | 0450 652D054 6.000 ACRE| 515.00000 3090.00| 525.00000 3150.00| 465.00000 2790.00 Seeding In Stubble (Mix 2A) | | | 0460 654A000 7467.000 SQYD| 3.60000 26881.20| 2.50000 18667.50| 3.25000 24267.75 Solid Sodding | | | 0470 656A000 6.000 ACRE| 515.00000 3090.00| 650.00000 3900.00| 465.00000 2790.00 Mulching, Class A, Type 1 | | | 0480 656A001 1.000 ACRE| 725.00000 725.00| 750.00000 750.00| 465.00000 465.00 Mulching, Class A, Type 2 | | | 0490 665F000 136.000 EACH| 6.20000 843.20| 5.25000 714.00| 6.00000 816.00 Hay Bales | | | 0500 665J000 3246.000 LF | 4.25000 13795.50| 3.95000 12821.70| 4.25000 13795.50 Silt Fence, Type A | | | 0510 680A000 LUMP| 4500.00000 4500.00| 22500.00000 22500.00| 8000.00000 8000.00 Engineering Controls | | | 0520 701A028 2.000 MILE| 2100.00000 4200.00| 2150.00000 4300.00| 2060.00000 4120.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 19095 |(3) 19047 |APAC-ALABAMA, INC. |SUMMIT DEVELOPMENT COMPANY, |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 701A032 1.000 MILE| 2600.00000 2600.00| 2750.00000 2750.00| 2575.00000 2575.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0540 701A041 1.000 MILE| 1050.00000 1050.00| 1100.00000 1100.00| 1030.00000 1030.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0550 701B009 2194.000 LF | 1.05000 2303.70| 1.10000 2413.40| 1.05000 2303.70 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0560 701C002 2.000 MILE| 520.00000 1040.00| 550.00000 1100.00| 515.00000 1030.00 Broken Temporary Traffic Stripe (Paint) | | | 0570 701C003 3.000 MILE| 520.00000 1560.00| 550.00000 1650.00| 515.00000 1545.00 Solid Temporary Traffic Stripe (Paint) | | | 0580 701D007 1.000 MILE| 1240.00000 1240.00| 1300.00000 1300.00| 1236.00000 1236.00 Solid Traffic Stripe Removed (Paint) | | | 0590 701D014 1.000 MILE| 1030.00000 1030.00| 1150.00000 1150.00| 1030.00000 1030.00 Broken Traffic Stripe Removed (Paint) | | | 0600 701H010 800.000 LF | 1.05000 840.00| 1.10000 880.00| 1.05000 840.00 Dotted Traffic Stripe Removed (Paint) | | | 0610 703A002 4810.000 SQFT| 1.90000 9139.00| 2.05000 9860.50| 1.85000 8898.50 Traffic Control Markings, Class 2, Type | | | A | | | 0620 703B002 449.000 SQFT| 2.90000 1302.10| 3.05000 1369.45| 2.88000 1293.12 Traffic Control Legends, Class 2, Type A| | | 0630 703D001 648.000 SQFT| 1.35000 874.80| 1.40000 907.20| 1.34000 868.32 Temporary Traffic Control Markings | | | 0640 705A030 48.000 EACH| 10.30000 494.40| 11.00000 528.00| 10.30000 494.40 Pavement Markers, Class A-H, Type 2-C | | | 0650 705A031 25.000 EACH| 10.30000 257.50| 11.00000 275.00| 10.30000 257.50 Pavement Markers, Class A-H, Type 1-A | | | 0660 711A000 LUMP| 8000.00000 8000.00| 5000.00000 5000.00| 17272.00000 17272.00 Roadway Sign Relocation | | | 0670 726C001 540.000 LF | 14.00000 7560.00| 7.00000 3780.00| 25.00000 13500.00 State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 0680 740B000 528.000 SQFT| 9.40000 4963.20| 9.00000 4752.00| 14.00000 7392.00 Construction Signs | | | 0690 740C000 59.000 SQFT| 21.50000 1268.50| 13.50000 796.50| 16.00000 944.00 Special Construction Signs | | | 0700 740D000 100.000 EACH| 6.00000 600.00| 47.00000 4700.00| 75.00000 7500.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 19095 |(3) 19047 |APAC-ALABAMA, INC. |SUMMIT DEVELOPMENT COMPANY, |SOUTHEAST CHEROKEE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 741C010 1.000 EACH| 600.00000 600.00| 5250.00000 5250.00| 5200.00000 5200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0720 998A000 LUMP| 0.00000 0.00| 16000.00000 16000.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 84,500.00) | | | 0730 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | 0740 720A000 AA1 2.000 EACH| 14000.00000 28000.00| 15250.00000 30500.00| 14300.00000 28600.00 Vehicular Impact Attenuator Assembly | | | (QuadGuard, Model #QS3004Y, | | | Bi-Directional) | | | 0750 720A001 AA2 2.000 EACH| | | Vehicular Impact Attenuator Assembly | | | (TRACC, Bi-Directional) | | | SECTION TOTALS | $ 998,625.75| $ 1,061,068.30| $ 1,061,301.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 998,625.75| $ 1,061,068.30| $ 1,061,301.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 23024 | | |WIREGRASS CONSTRUCTION COMPA| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 69000.00000 69000.00| | Clearing & Grubbing (Approximately 6 | | | Acres) | | | 0020 206C002 2994.000 SQYD| 5.00000 14970.00| | Removing Concrete Slope Paving | | | 0030 206D000 163.000 LF | 6.00000 978.00| | Removing Pipe | | | 0040 206D001 1125.000 LF | 2.00000 2250.00| | Removing Guardrail | | | 0050 206D002 511.000 LF | 4.00000 2044.00| | Removing Curb | | | 0060 206D003 45.000 LF | 5.00000 225.00| | Removing Curb And Gutter | | | 0070 206E001 1.000 EACH| 500.00000 500.00| | Removing Inlets | | | 0080 206E002 3.000 EACH| 600.00000 1800.00| | Removing Junction Boxes | | | 0090 206E008 5.000 EACH| 125.00000 625.00| | Removing Guardrail End Anchor (All Type)| | | 0100 210A000 9523.000 CYIP| 7.25000 69041.75| | Unclassified Excavation | | | 0110 214A000 313.000 CUYD| 10.00000 3130.00| | Structure Excavation | | | 0120 214B001 315.000 CUYD| 15.00000 4725.00| | Foundation Backfill, Commercial | | | 0130 405A000 1543.000 GAL | 1.69000 2607.67| | Tack Coat | | | 0140 408A052 18438.000 SY | 1.90000 35032.20| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0150 420A011 657.000 TON | 62.50000 41062.50| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0160 424A281 2743.000 TON | 41.65000 114245.95| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0170 424A287 310.000 TON | 49.00000 15190.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 23024 | | |WIREGRASS CONSTRUCTION COMPA| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424B281 1862.000 TON | 39.15000 72897.30| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0190 424B285 100.000 TON | 150.00000 15000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424B581 1891.000 TON | 38.69000 73162.79| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0210 424C280 3834.000 TON | 37.69000 144503.46| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0220 502A000 2031.000 LB | 1.00000 2031.00| | Steel Reinforcement | | | 0230 524B011 16.000 CUYD| 625.00000 10000.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0240 530A002 54.000 LF | 65.00000 3510.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0250 530A003 32.000 LF | 78.00000 2496.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0260 530A203 67.000 LF | 75.00000 5025.00| | 30" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0270 600A000 LUMP| 107000.00000 107000.00| | Mobilization | | | 0280 614A000 400.000 CUYD| 200.00000 80000.00| | Slope Paving | | | 0290 619A003 1.000 EACH| 500.00000 500.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0300 621A000 2.000 EACH| 2000.00000 4000.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0310 621B000 3.000 EACH| 400.00000 1200.00| | Junction Box Units, Type 1, 1P Or 5 | | | 0320 621C027 1.000 EACH| 1500.00000 1500.00| | Inlets, Type C | | | 0330 621C070 1.000 EACH| 6000.00000 6000.00| | Inlets, Type E4 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 23024 | | |WIREGRASS CONSTRUCTION COMPA| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 621D002 1.000 EACH| 300.00000 300.00| | Inlet Units, Type C | | | 0350 621D047 1.000 EACH| 650.00000 650.00| | Inlet Units, Type E4 | | | 0360 629A015 20.000 LF | 200.00000 4000.00| | Concrete Median Or Safety Barrier, Type | | | TES (Double Faced) | | | 0370 629A021 200.000 LF | 185.00000 37000.00| | Concrete Median Or Safety Barrier, Type | | | 1 | | | 0380 630A000 413.000 LF | 15.50000 6401.50| | Steel Beam Guardrail, Class A, Type 1 | | | 0390 630C001 1.000 EACH| 800.00000 800.00| | Guardrail End Anchor, Type 8 | | | 0400 630C050 2.000 EACH| 1900.00000 3800.00| | Guardrail End Anchor, Type 20 Series | | | 0410 650A000 400.000 CYIP| 8.00000 3200.00| | Topsoil | | | 0420 650B000 1518.000 CYIP| 6.50000 9867.00| | Topsoil From Stockpiles | | | 0430 652A054 6.000 ACRE| 477.00000 2862.00| | Seeding (Mix 2A) | | | 0440 652B053 6.000 ACRE| 414.00000 2484.00| | Temporary Seeding (Mix 2AT) | | | 0450 652D054 6.000 ACRE| 477.00000 2862.00| | Seeding In Stubble (Mix 2A) | | | 0460 654A000 7467.000 SQYD| 3.13000 23371.71| | Solid Sodding | | | 0470 656A000 6.000 ACRE| 477.00000 2862.00| | Mulching, Class A, Type 1 | | | 0480 656A001 1.000 ACRE| 477.00000 477.00| | Mulching, Class A, Type 2 | | | 0490 665F000 136.000 EACH| 6.00000 816.00| | Hay Bales | | | 0500 665J000 3246.000 LF | 4.50000 14607.00| | Silt Fence, Type A | | | 0510 680A000 LUMP| 10500.00000 10500.00| | Engineering Controls | | | 0520 701A028 2.000 MILE| 2000.00000 4000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 23024 | | |WIREGRASS CONSTRUCTION COMPA| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0530 701A032 1.000 MILE| 2500.00000 2500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0540 701A041 1.000 MILE| 1000.00000 1000.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0550 701B009 2194.000 LF | 1.00000 2194.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0560 701C002 2.000 MILE| 500.00000 1000.00| | Broken Temporary Traffic Stripe (Paint) | | | 0570 701C003 3.000 MILE| 500.00000 1500.00| | Solid Temporary Traffic Stripe (Paint) | | | 0580 701D007 1.000 MILE| 1200.00000 1200.00| | Solid Traffic Stripe Removed (Paint) | | | 0590 701D014 1.000 MILE| 1000.00000 1000.00| | Broken Traffic Stripe Removed (Paint) | | | 0600 701H010 800.000 LF | 1.00000 800.00| | Dotted Traffic Stripe Removed (Paint) | | | 0610 703A002 4810.000 SQFT| 1.80000 8658.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0620 703B002 449.000 SQFT| 2.80000 1257.20| | Traffic Control Legends, Class 2, Type A| | | 0630 703D001 648.000 SQFT| 1.30000 842.40| | Temporary Traffic Control Markings | | | 0640 705A030 48.000 EACH| 10.00000 480.00| | Pavement Markers, Class A-H, Type 2-C | | | 0650 705A031 25.000 EACH| 10.00000 250.00| | Pavement Markers, Class A-H, Type 1-A | | | 0660 711A000 LUMP| 15000.00000 15000.00| | Roadway Sign Relocation | | | 0670 726C001 540.000 LF | 22.00000 11880.00| | State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 0680 740B000 528.000 SQFT| 12.00000 6336.00| | Construction Signs | | | 0690 740C000 59.000 SQFT| 15.00000 885.00| | Special Construction Signs | | | 0700 740D000 100.000 EACH| 65.00000 6500.00| | Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20000929001 COUNTIES : ELMORE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(4) 23024 | | |WIREGRASS CONSTRUCTION COMPA| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 741C010 1.000 EACH| 3710.00000 3710.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0720 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 84,500.00) | | | 0730 999 000 750.000 HOUR| 0.80000 600.00| | Trainee Hours At 80 Cents Per Hour | | | 0740 720A000 AA1 2.000 EACH| 13850.00000 27700.00| | Vehicular Impact Attenuator Assembly | | | (QuadGuard, Model #QS3004Y, | | | Bi-Directional) | | | 0750 720A001 AA2 2.000 EACH| | | Vehicular Impact Attenuator Assembly | | | (TRACC, Bi-Directional) | | | SECTION TOTALS | $ 1,132,405.43| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,132,405.43| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20000929003 COUNTIES : LAUDERDALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NHF-66(15) for constructing the Resurfacing and Traffic Stripe on S.R. #2 (U.S. #72) from east of C.R. #568 (M.P. 52.626) to the west City Limits of Rogersville (M.P. 55.139). Length - 2.513 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 794,825.00 100.0000% 2 19010 SHELBY CONTRACTING COMPANY, INC. $ 859,662.51 108.1574% 3 18031 ROGERS GROUP, INC. $ 929,497.26 116.9436% 4 01018 APAC-ALABAMA, INC. $ 995,595.48 125.2597% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000929003 COUNTIES : LAUDERDALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 02035 |(2) 19010 |(3) 18031 |BURGREEN CONTRACTING CO., IN|SHELBY CONTRACTING COMPANY, |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305B060 1626.000 TCIP| 10.50000 17073.00| 11.81000 19203.06| 12.00000 19512.00 Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 405A000 3508.000 GAL | 0.90000 3157.20| 0.09000 315.72| 1.00000 3508.00 Tack Coat | | | 0030 424A240 1262.000 TON | 30.00000 37860.00| 30.89000 38983.18| 29.50000 37229.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 424A280 4354.000 TON | 35.00000 152390.00| 34.38000 149690.52| 38.00000 165452.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424A286 300.000 TON | 31.00000 9300.00| 28.85000 8655.00| 30.00000 9000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424A289 592.000 TON | 31.00000 18352.00| 28.85000 17079.20| 37.00000 21904.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B282 12684.000 TON | 26.00000 329784.00| 29.45000 373543.80| 30.00000 380520.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424B286 1000.000 TON | 20.00000 20000.00| 29.45000 29450.00| 40.00000 40000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424B290 200.000 TON | 24.00000 4800.00| 29.45000 5890.00| 35.00000 7000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B293 1883.000 TON | 24.00000 45192.00| 29.45000 55454.35| 33.00000 62139.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 424B442 2977.000 TON | 23.50000 69959.50| 26.63000 79277.51| 25.90000 77104.30 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Max Aggregate Size | | | Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000929003 COUNTIES : LAUDERDALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 02035 |(2) 19010 |(3) 18031 |BURGREEN CONTRACTING CO., IN|SHELBY CONTRACTING COMPANY, |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 428C000 25818.000 LF | 0.25000 6454.50| 0.22370 5775.49| 0.27000 6970.86 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0130 600A000 LUMP| 3000.00000 3000.00| 2842.48000 2842.48| 18505.00000 18505.00 Mobilization | | | 0140 665F000 25.000 EACH| 2.00000 50.00| 4.00000 100.00| 10.00000 250.00 Hay Bales | | | 0150 665J000 400.000 LF | 2.00000 800.00| 2.75000 1100.00| 3.50000 1400.00 Silt Fence, Type A | | | 0160 701C000 10.000 MILE| 340.00000 3400.00| 275.00000 2750.00| 360.00000 3600.00 Broken Temporary Traffic Stripe | | | 0170 701C001 20.000 MILE| 380.00000 7600.00| 300.00000 6000.00| 400.00000 8000.00 Solid Temporary Traffic Stripe | | | 0180 701G121 363.000 LF | 4.00000 1452.00| 4.00000 1452.00| 4.00000 1452.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G125 363.000 LF | 4.50000 1633.50| 4.50000 1633.50| 4.00000 1452.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G133 363.000 LF | 4.50000 1633.50| 4.50000 1633.50| 4.00000 1452.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701H001 726.000 LF | 0.50000 363.00| 0.50000 363.00| 0.40000 290.40 Solid Traffic Stripe Removed (Plastic) | | | 0220 701H006 363.000 LF | 0.40000 145.20| 0.40000 145.20| 0.40000 145.20 Broken Traffic Stripe Removed (Plastic) | | | 0230 702A008 5.000 MILE| 3850.00000 19250.00| 3750.00000 18750.00| 3600.00000 18000.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0240 702A009 5.000 MILE| 3850.00000 19250.00| 3750.00000 18750.00| 3600.00000 18000.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0250 702A010 5.000 MILE| 1900.00000 9500.00| 1800.00000 9000.00| 1800.00000 9000.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0260 702B001 2742.000 LF | 1.50000 4113.00| 1.50000 4113.00| 1.45000 3975.90 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0270 703A002 1848.000 SQFT| 2.25000 4158.00| 2.00000 3696.00| 2.10000 3880.80 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000929003 COUNTIES : LAUDERDALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 02035 |(2) 19010 |(3) 18031 |BURGREEN CONTRACTING CO., IN|SHELBY CONTRACTING COMPANY, |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 703B002 202.000 SQFT| 2.80000 565.60| 2.50000 505.00| 2.60000 525.20 Traffic Control Legends, Class 2, Type A| | | 0290 703D001 288.000 SQFT| 1.00000 288.00| 1.00000 288.00| 0.95000 273.60 Temporary Traffic Control Markings | | | 0300 705A030 32.000 EACH| 5.00000 160.00| 5.00000 160.00| 4.50000 144.00 Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 300.000 EACH| 5.00000 1500.00| 5.00000 1500.00| 4.80000 1440.00 Pavement Markers, Class A-H, Type 1-A | | | 0320 740B000 563.000 SQFT| 2.00000 1126.00| 1.00000 563.00| 4.00000 2252.00 Construction Signs | | | 0330 740E000 265.000 EACH| 1.00000 265.00| 0.00000 0.00| 5.00000 1325.00 Cones (36 Inches High) | | | 0340 740M000 265.000 EACH| 0.00000 0.00| 0.00000 0.00| 3.00000 795.00 Weight For Cone | | | 0350 741C010 1.000 EACH| 250.00000 250.00| 1000.00000 1000.00| 1500.00000 1500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0360 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 1500.00000 1500.00 Construction Fuel (Maximum Bid Limited | | | To $ 48,000.00) | | | SECTION TOTALS | $ 794,825.00| $ 859,662.51| $ 929,497.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 794,825.00| $ 859,662.51| $ 929,497.26 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000929003 COUNTIES : LAUDERDALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305B060 1626.000 TCIP| 13.56000 22048.56| | Crushed Aggregate, Section 825, TYPE B, | | | FOR MISCELLANEOUS USE | | | 0020 405A000 3508.000 GAL | 1.34000 4700.72| | Tack Coat | | | 0030 424A240 1262.000 TON | 34.47000 43501.14| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 424A280 4354.000 TON | 39.94000 173898.76| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424A286 300.000 TON | 39.76000 11928.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424A289 592.000 TON | 39.73000 23520.16| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424B282 12684.000 TON | 33.75000 428085.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424B286 1000.000 TON | 41.20000 41200.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424B290 200.000 TON | 35.62000 7124.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B293 1883.000 TON | 33.35000 62798.05| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 424B442 2977.000 TON | 29.95000 89161.15| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Max Aggregate Size | | | Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000929003 COUNTIES : LAUDERDALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 428C000 25818.000 LF | 0.22000 5679.96| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0130 600A000 LUMP| 4625.00000 4625.00| | Mobilization | | | 0140 665F000 25.000 EACH| 0.01000 0.25| | Hay Bales | | | 0150 665J000 400.000 LF | 0.01000 4.00| | Silt Fence, Type A | | | 0160 701C000 10.000 MILE| 340.00000 3400.00| | Broken Temporary Traffic Stripe | | | 0170 701C001 20.000 MILE| 380.00000 7600.00| | Solid Temporary Traffic Stripe | | | 0180 701G121 363.000 LF | 4.00000 1452.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0190 701G125 363.000 LF | 4.50000 1633.50| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G133 363.000 LF | 4.50000 1633.50| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701H001 726.000 LF | 0.50000 363.00| | Solid Traffic Stripe Removed (Plastic) | | | 0220 701H006 363.000 LF | 0.40000 145.20| | Broken Traffic Stripe Removed (Plastic) | | | 0230 702A008 5.000 MILE| 3850.00000 19250.00| | Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0240 702A009 5.000 MILE| 3850.00000 19250.00| | Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0250 702A010 5.000 MILE| 1900.00000 9500.00| | Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0260 702B001 2742.000 LF | 1.50000 4113.00| | Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0270 703A002 1848.000 SQFT| 2.25000 4158.00| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000929003 COUNTIES : LAUDERDALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 703B002 202.000 SQFT| 2.80000 565.60| | Traffic Control Legends, Class 2, Type A| | | 0290 703D001 288.000 SQFT| 1.00000 288.00| | Temporary Traffic Control Markings | | | 0300 705A030 32.000 EACH| 5.00000 160.00| | Pavement Markers, Class A-H, Type 2-C | | | 0310 705A031 300.000 EACH| 5.00000 1500.00| | Pavement Markers, Class A-H, Type 1-A | | | 0320 740B000 563.000 SQFT| 3.61000 2032.43| | Construction Signs | | | 0330 740E000 265.000 EACH| 0.05000 13.25| | Cones (36 Inches High) | | | 0340 740M000 265.000 EACH| 0.05000 13.25| | Weight For Cone | | | 0350 741C010 1.000 EACH| 250.00000 250.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0360 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 48,000.00) | | | SECTION TOTALS | $ 995,595.48| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 995,595.48| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 0 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IM-85-1(131) for constructing the Interchange and Approaches (Grade, Drain, Pave, Traffic Stripe, Bridge, Bridge Culvert, and Signing) on I-85 at the Opelika Industrial Park. Length - 2.344 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 10,427,610.34 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 10,635,464.22 101.9933% 3 18046 REESE & HOWELL, INC. $ 11,333,368.13 108.6861% 4 18024 RACON, INC. $ 12,404,588.10 118.9590% 5 04014 DUBOSE CONSTRUCTION, LLC $ 12,485,419.60 119.7342% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 14001 |(3) 18046 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 386906.00000 386906.00| 750000.00000 750000.00| 319000.00000 319000.00 Clearing & Grubbing (Approximately 39 | | | Hectares) | | | 0020 204A000 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 1500.00000 1500.00 Closing Water Well | | | 0030 205A001 1.000 EACH| 1.00000 1.00| 1.00000 1.00| 500.00000 500.00 Removal Of Structures, Structure No. 1 | | | 0040 206D000 65.000 M | 6.50000 422.50| 14.75000 958.75| 10.00000 650.00 Removing Pipe | | | 0050 206D001 566.000 M | 6.56000 3712.96| 9.00000 5094.00| 6.56000 3712.96 Removing Guardrail | | | 0060 206D011 2362.000 M | 3.28000 7747.36| 3.30000 7794.60| 0.25000 590.50 Removing Fence | | | 0070 206E008 8.000 EACH| 125.00000 1000.00| 125.00000 1000.00| 125.00000 1000.00 Removing Guardrail End Anchor (All Type)| | | 0080 210A000 110417.000 M3 | 1.63000 179979.71| 2.93000 323521.81| 1.57000 173354.69 Unclassified Excavation | | | 0090 210C000 70833.000 M3 | 3.92000 277665.36| 1.00000 70833.00| 2.35000 166457.55 Muck Excavation | | | 0100 210D000 686992.000 M3 | 2.87000 1971667.04| 2.93000 2012886.56| 2.64000 1813658.88 Borrow Excavation | | | 0110 210E001 70833.000 M3 | 15.50000 1097911.50| 2.93000 207540.69| 25.02000 1772241.66 Borrow Excavation (Underwater | | | Embankment) | | | 0120 214A000 3706.000 M3 | 1.20000 4447.20| 1.00000 3706.00| 3.92000 14527.52 Structure Excavation | | | 0130 214B001 3362.000 M3 | 44.00000 147928.00| 3.00000 10086.00| 27.50000 92455.00 Foundation Backfill, Commercial | | | 0140 215A000 352.000 M3 | 15.00000 5280.00| 10.00000 3520.00| 10.00000 3520.00 Unclassified Bridge Excavation | | | 0150 215B000 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| 30000.00000 30000.00 Cofferdams Or Sheeting And Shoring, | | | Sta.262+36.753, WBR | | | 0160 215B001 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| 30000.00000 30000.00 Cofferdams Or Sheeting And Shoring, | | | Sta.262+36.753, EBR | | | 0170 231B001 13495.000 MTON| 14.10000 190279.50| 17.75000 239536.25| 13.59000 183397.05 Roadbed Stabilizing Material, ALDOT #467| | | 0180 301A004 25327.000 M2 | 3.50000 88644.50| 3.60000 91177.20| 4.16000 105360.32 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 14001 |(3) 18046 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 301A008 81898.000 M2 | 4.25000 348066.50| 4.45000 364446.10| 4.75000 389015.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0200 327E000 11969.000 MTON| 32.48000 388753.12| 32.48000 388753.12| 32.48000 388753.12 Permeable Asphalt Treated Base | | | 0203 401A000 55292.000 M2 | 0.43000 23775.56| 0.43000 23775.56| 0.43000 23775.56 Bituminous Treatment A | | | 0207 401B100 55292.000 M2 | 0.78000 43127.76| 0.78000 43127.76| 0.78000 43127.76 Bituminous Treatment E (With Polymer | | | Additive) | | | 0210 401B108 23208.000 M2 | 1.01000 23440.08| 1.01000 23440.08| 1.01000 23440.08 Bituminous Treatment G (With Polymer | | | Additive) | | | 0220 405A000 11908.000 L | 0.30000 3572.40| 0.30000 3572.40| 0.30000 3572.40 Tack Coat | | | 0230 410B000 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 State Furnished Profilograph | | | 0240 424A241 4456.000 MTON| 37.57000 167411.92| 37.57000 167411.92| 37.57000 167411.92 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0250 424A246 50.000 MTON| 55.00000 2750.00| 55.00000 2750.00| 55.00000 2750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0260 424A247 122.000 MTON| 55.00000 6710.00| 55.00000 6710.00| 55.00000 6710.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0270 424B441 10373.000 MTON| 34.84000 361395.32| 34.84000 361395.32| 34.84000 361395.32 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0280 424B445 50.000 MTON| 100.00000 5000.00| 100.00000 5000.00| 100.00000 5000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0290 450B000 260.000 M2 | 80.00000 20800.00| 80.00000 20800.00| 80.00000 20800.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0300 502A000 696061.000 KG | 0.50000 348030.50| 0.82000 570770.02| 1.03000 716942.83 Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 14001 |(3) 18046 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 502B000 LUMP| 55000.00000 55000.00| 114000.00000 114000.00| 114000.00000 114000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta.262+36.753, WBR, | | | Approximately 57,550 Kg. | | | 0320 502B001 LUMP| 55000.00000 55000.00| 114000.00000 114000.00| 114000.00000 114000.00 Steel Reinforcement For Bridge | | | Superstructure Sta.262+36.753, EBR, | | | Approximately 57,550 Kg. | | | 0330 505A000 1.000 EACH| 3000.00000 3000.00| 1000.00000 1000.00| 1000.00000 1000.00 Steel Test Piles (HP 250x62) | | | 0340 505A002 1.000 EACH| 3200.00000 3200.00| 1500.00000 1500.00| 1500.00000 1500.00 Steel Test Piles (HP 310x79) | | | 0350 505B055 1.000 EACH| 3000.00000 3000.00| 1500.00000 1500.00| 1500.00000 1500.00 Static Loading Tests (HP 250x62) | | | 0360 505B057 1.000 EACH| 3000.00000 3000.00| 1500.00000 1500.00| 1500.00000 1500.00 Static Loading Tests (HP 310x79) | | | 0370 505C000 925.000 M | 60.00000 55500.00| 65.00000 60125.00| 65.00000 60125.00 Steel Piling (HP 250x62) | | | 0380 505C002 1067.000 M | 71.00000 75757.00| 80.00000 85360.00| 80.00000 85360.00 Steel Piling (HP 310x79) | | | 0390 508A000 4620.000 KG | 5.00000 23100.00| 7.00000 32340.00| 7.00000 32340.00 Structural Steel | | | 0400 510A000 461.000 M3 | 390.00000 179790.00| 425.00000 195925.00| 425.00000 195925.00 Bridge Substructure Concrete, Class A | | | 0410 510C051 LUMP| 215000.00000 215000.00| 215000.00000 215000.00| 215000.00000 215000.00 Bridge Concrete Superstructure, | | | Sta.262+36.753, WBR, Approximately 471 | | | Cubic Meters | | | 0420 510C052 LUMP| 215000.00000 215000.00| 215000.00000 215000.00| 215000.00000 215000.00 Bridge Concrete Superstructure, | | | Sta.262+36.753, EBR, Approximately 471 | | | Cubic Meters | | | 0430 510E000 2708.000 M2 | 2.10000 5686.80| 5.00000 13540.00| 5.00000 13540.00 Grooving Concrete Bridge Decks | | | 0440 511A001 112.000 EACH| 100.00000 11200.00| 500.00000 56000.00| 500.00000 56000.00 Elastomeric Bearings, Type 2 | | | 0450 513B015 1356.000 M | 350.00000 474600.00| 312.00000 423072.00| 312.00000 423072.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1370 (Specialty Item) | | | 0460 524A011 2522.000 M3 | 220.00000 554840.00| 163.50000 412347.00| 217.30000 548030.60 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 14001 |(3) 18046 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 524B011 210.000 M3 | 720.25000 151252.50| 749.50000 157395.00| 577.70000 121317.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0480 530A002 261.000 M | 94.00000 24534.00| 100.00000 26100.00| 100.00000 26100.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0490 530A004 44.000 M | 172.00000 7568.00| 185.00000 8140.00| 184.00000 8096.00 900 mm Roadway Pipe (Class 3 R.C.) | | | 0500 530A013 35.000 M | 103.00000 3605.00| 110.00000 3850.00| 113.00000 3955.00 600 mm Roadway Pipe (Class 4 R.C.) | | | 0510 530A017 80.000 M | 304.00000 24320.00| 347.00000 27760.00| 330.00000 26400.00 1200 mm Roadway Pipe (Class 4 R.C.) | | | 0520 530A025 111.000 M | 180.00000 19980.00| 193.00000 21423.00| 193.00000 21423.00 750 mm Roadway Pipe (Class 5 R.C.) | | | 0530 530A101 13.000 M | 68.00000 884.00| 99.00000 1287.00| 71.50000 929.50 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0540 530A102 24.000 M | 99.00000 2376.00| 124.00000 2976.00| 100.00000 2400.00 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0550 530A103 50.000 M | 134.00000 6700.00| 158.00000 7900.00| 139.00000 6950.00 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0560 530A105 24.000 M | 215.00000 5160.00| 271.00000 6504.00| 231.00000 5544.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0570 530A108 18.000 M | 407.00000 7326.00| 471.00000 8478.00| 407.00000 7326.00 1500 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0580 530A799 28.000 M | 97.00000 2716.00| 111.00000 3108.00| 104.00000 2912.00 375 mm Roadway Pipe (2.7 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0590 530B011 40.000 M | 72.00000 2880.00| 100.00000 4000.00| 80.00000 3200.00 460 mm Span X 280 mm Rise Roadway Pipe | | | (Class 3 R.C.) (Extension) | | | 0600 535A002 75.000 M | 94.00000 7050.00| 66.00000 4950.00| 63.00000 4725.00 600 mm Side Drain Pipe | | | 0610 600A000 LUMP| 187000.00000 187000.00| 550000.00000 550000.00| 319000.00000 319000.00 Mobilization | | | 0620 601A000 1.000 EACH| 2500.00000 2500.00| 4000.00000 4000.00| 2500.00000 2500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 14001 |(3) 18046 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 602A000 51.000 EACH| 60.00000 3060.00| 75.00000 3825.00| 75.00000 3825.00 Right Of Way Markers | | | 0640 602C000 28.000 EACH| 110.00000 3080.00| 125.00000 3500.00| 125.00000 3500.00 Permanent Easement Marker | | | 0650 603A002 1.000 EACH| 13000.00000 13000.00| 20000.00000 20000.00| 15000.00000 15000.00 Furnishing Type 3 Field Office | | | 0660 605A002 11426.000 M | 10.00000 114260.00| 11.50000 131399.00| 12.00000 137112.00 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0670 605B000 93.000 EACH| 150.00000 13950.00| 200.00000 18600.00| 250.00000 23250.00 Special Underdrain Outlet, Type A | | | 0680 605B001 5.000 EACH| 200.00000 1000.00| 250.00000 1250.00| 300.00000 1500.00 Special Underdrain Outlet, Type B | | | 0690 610C001 2101.000 MTON| 21.00000 44121.00| 30.00000 63030.00| 21.14000 44415.14 Loose Riprap, Class 2 | | | 0700 610D000 3028.000 M2 | 2.20000 6661.60| 2.50000 7570.00| 2.40000 7267.20 Filter Blanket | | | 0710 614A000 616.000 M3 | 255.00000 157080.00| 236.00000 145376.00| 265.00000 163240.00 Slope Paving | | | 0720 614A001 108.000 M3 | 266.50000 28782.00| 240.00000 25920.00| 240.00000 25920.00 Slope Paving (Under Bridges) | | | 0730 619A002 2.000 EACH| 450.00000 900.00| 375.00000 750.00| 530.00000 1060.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0740 619A003 12.000 EACH| 600.00000 7200.00| 425.00000 5100.00| 583.00000 6996.00 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0750 619A004 3.000 EACH| 750.00000 2250.00| 600.00000 1800.00| 689.00000 2067.00 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0760 619A005 2.000 EACH| 1000.00000 2000.00| 700.00000 1400.00| 1007.00000 2014.00 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0770 619A006 2.000 EACH| 1500.00000 3000.00| 800.00000 1600.00| 1325.00000 2650.00 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0780 619A007 2.000 EACH| 1750.00000 3500.00| 1000.00000 2000.00| 1378.00000 2756.00 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0790 619A009 1.000 EACH| 2000.00000 2000.00| 1200.00000 1200.00| 1590.00000 1590.00 1500 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 14001 |(3) 18046 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 619A102 6.000 EACH| 600.00000 3600.00| 425.00000 2550.00| 583.00000 3498.00 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0810 619B015 3.000 EACH| 475.00000 1425.00| 450.00000 1350.00| 583.00000 1749.00 460 mm Span, 280 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0820 620A000 3.000 M3 | 1000.00000 3000.00| 654.00000 1962.00| 795.00000 2385.00 Minor Structure Concrete | | | 0830 621A000 2.000 EACH| 1850.00000 3700.00| 1500.00000 3000.00| 2120.00000 4240.00 Junction Boxes, Type 1, 1P Or 5 | | | 0840 621A004 3.000 EACH| 3450.00000 10350.00| 2000.00000 6000.00| 3180.00000 9540.00 Junction Boxes, Type 4 | | | 0850 621C000 1.000 EACH| 4750.00000 4750.00| 4500.00000 4500.00| 3710.00000 3710.00 Inlets, Type AB | | | 0860 621C020 9.000 EACH| 1850.00000 16650.00| 1500.00000 13500.00| 1590.00000 14310.00 Inlets, Type Y | | | 0870 621C027 1.000 EACH| 1750.00000 1750.00| 1500.00000 1500.00| 1908.00000 1908.00 Inlets, Type C | | | 0880 621D019 11.000 EACH| 450.00000 4950.00| 400.00000 4400.00| 477.00000 5247.00 Inlet Units, Type Y | | | 0890 630A000 1113.000 M | 43.47000 48382.11| 43.47000 48382.11| 43.47000 48382.11 Steel Beam Guardrail, Class A, Type 1 | | | 0900 630C001 5.000 EACH| 700.00000 3500.00| 700.00000 3500.00| 700.00000 3500.00 Guardrail End Anchor, Type 8 | | | 0910 630C003 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0920 630C070 9.000 EACH| 1450.00000 13050.00| 1450.00000 13050.00| 1450.00000 13050.00 Guardrail End Anchor, Type 10 Series | | | 0930 634A002 3347.000 M | 30.78000 103020.66| 30.00000 100410.00| 29.04000 97196.88 Industrial Fence, 1.83 Meters High | | | 0940 635B001 5.000 EACH| 800.00000 4000.00| 800.00000 4000.00| 754.00000 3770.00 Gate, 4.27 Meters Wide | | | 0950 650A000 5635.000 M3 | 0.01000 56.35| 1.00000 5635.00| 7.85000 44234.75 Topsoil | | | 0960 650B000 15442.000 M3 | 2.55000 39377.10| 3.30000 50958.60| 2.88000 44472.96 Topsoil From Stockpiles | | | 0970 652A054 20.000 HA | 1111.95000 22239.00| 1760.00000 35200.00| 960.00000 19200.00 Seeding (Mix 2A) | | | 0980 654A001 16567.000 M2 | 3.60000 59641.20| 2.00000 33134.00| 3.50000 57984.50 Solid Sodding (Bermuda) | | | 0990 656A000 18.000 HA | 1111.95000 20015.10| 1760.00000 31680.00| 975.00000 17550.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 14001 |(3) 18046 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 656A001 3.000 HA | 1173.72000 3521.16| 1820.00000 5460.00| 975.00000 2925.00 Mulching, Class A, Type 2 | | | 1010 659A000 24725.000 M2 | 1.80000 44505.00| 1.80000 44505.00| 1.90000 46977.50 Erosion Control Netting, Class A | | | 1020 665C000 64.000 M | 59.00000 3776.00| 50.00000 3200.00| 41.00000 2624.00 375 mm Temporary Pipe | | | 1030 665F000 712.000 EACH| 4.00000 2848.00| 5.00000 3560.00| 6.00000 4272.00 Hay Bales | | | 1040 665J000 8034.000 M | 10.00000 80340.00| 5.00000 40170.00| 10.00000 80340.00 Silt Fence, Type A | | | 1050 665K000 120.000 M3 | 6.50000 780.00| 10.00000 1200.00| 15.00000 1800.00 Drainage Sump Excavation | | | 1060 680A000 LUMP| 99000.00000 99000.00| 100000.00000 100000.00| 95000.00000 95000.00 Engineering Controls | | | 1070 701C006 7.000 KM | 4225.00000 29575.00| 4225.00000 29575.00| 4225.00000 29575.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1080 701C009 4.000 KM | 1988.00000 7952.00| 1988.00000 7952.00| 1988.00000 7952.00 Broken Temporary Traffic Stripe | | | (Removable Tape) | | | 1090 701D005 4.000 KM | 870.00000 3480.00| 870.00000 3480.00| 870.00000 3480.00 Solid Traffic Stripe Removed | | | 1100 701D006 4.000 KM | 745.00000 2980.00| 745.00000 2980.00| 745.00000 2980.00 Broken Traffic Stripe Removed | | | 1110 701D009 7.000 KM | 497.00000 3479.00| 497.00000 3479.00| 497.00000 3479.00 Solid Traffic Stripe Removed (Tape) | | | 1120 701D016 4.000 KM | 497.00000 1988.00| 497.00000 1988.00| 497.00000 1988.00 Broken Traffic Stripe Removed (Tape) | | | 1130 701G121 188.000 M | 6.56000 1233.28| 6.56000 1233.28| 6.56000 1233.28 Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1140 701G125 188.000 M | 12.43000 2336.84| 12.43000 2336.84| 12.43000 2336.84 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1150 701G133 188.000 M | 13.05000 2453.40| 13.05000 2453.40| 13.05000 2453.40 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1160 702A008 12.000 KM | 2454.00000 29448.00| 2454.00000 29448.00| 2454.00000 29448.00 Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1170 702A009 10.000 KM | 2454.00000 24540.00| 2454.00000 24540.00| 2454.00000 24540.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 14001 |(3) 18046 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 702A010 8.000 KM | 1244.00000 9952.00| 1244.00000 9952.00| 1244.00000 9952.00 Broken White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1190 702B001 1335.000 M | 6.06000 8090.10| 6.06000 8090.10| 6.06000 8090.10 Dotted Inverted Profile Traffic Stripe | | | (150 mm Wide) | | | 1200 703A002 1240.000 M2 | 20.00000 24800.00| 20.00000 24800.00| 20.00000 24800.00 Traffic Control Markings, Class 2, Type | | | A | | | 1210 703B002 42.000 M2 | 30.00000 1260.00| 30.00000 1260.00| 30.00000 1260.00 Traffic Control Legends, Class 2, Type A| | | 1220 705A011 274.000 EACH| 4.00000 1096.00| 4.00000 1096.00| 4.00000 1096.00 Pavement Markers, Class C, Type 1-A | | | 1230 705A012 138.000 EACH| 4.00000 552.00| 4.00000 552.00| 4.00000 552.00 Pavement Markers, Class C, Type 1-B | | | 1240 705A030 352.000 EACH| 5.25000 1848.00| 5.25000 1848.00| 5.25000 1848.00 Pavement Markers, Class A-H, Type 2-C | | | 1250 705A031 340.000 EACH| 5.00000 1700.00| 5.00000 1700.00| 5.00000 1700.00 Pavement Markers, Class A-H, Type 1-A | | | 1260 705A032 334.000 EACH| 5.00000 1670.00| 5.00000 1670.00| 5.00000 1670.00 Pavement Markers, Class A-H, Type 1-B | | | 1270 705A037 27.000 EACH| 5.25000 141.75| 5.25000 141.75| 5.25000 141.75 Pavement Markers, Class A-H, Type 2-D | | | 1280 705A038 168.000 EACH| 5.25000 882.00| 5.25000 882.00| 5.25000 882.00 Pavement Markers, Class A-H, Type 2-E | | | 1290 707G000 354.000 EACH| 12.50000 4425.00| 6.00000 2124.00| 12.50000 4425.00 Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1300 710A115 46.000 M2 | 135.00000 6210.00| 135.00000 6210.00| 151.50000 6969.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 1310 710A116 101.000 M2 | 205.00000 20705.00| 205.00000 20705.00| 230.00000 23230.00 Class 2, Alum Multi Flat Sign Panels | | | 3.175 mm Thick or Steel Multi Flat Sign | | | Panels 2.657 Thick (Ty III or IV | | | Background) | | | 1320 710A118 19.000 M2 | 220.00000 4180.00| 220.00000 4180.00| 255.00000 4845.00 Class 2, Aluminum Flat Sign Panels | | | 3.175 mm Thick Or Steel Flat Sign | | | Panels2.657 mm Thick (Ty III Or Ty IV | | | Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -10 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 14001 |(3) 18046 |W. S. NEWELL & SONS, INC. |NEWELL ROADBUILDERS, INC. |REESE & HOWELL, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 710B001 312.000 M | 14.50000 4524.00| 14.50000 4524.00| 23.20000 7238.40 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1340 710B008 25.000 M | 145.00000 3625.00| 145.00000 3625.00| 200.00000 5000.00 Roadway Sign Post (W200 x 27 Steel Beam)| | | 1350 710B012 42.000 M | 155.00000 6510.00| 155.00000 6510.00| 230.00000 9660.00 Roadway Sign Post (W200 x 31 Steel Beam)| | | 1360 710B013 16.000 M | 185.00000 2960.00| 185.00000 2960.00| 260.00000 4160.00 Roadway Sign Post (W250 x 33 Steel Beam)| | | 1370 710C000 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2700.00000 2700.00 Removal Of Existing Roadway Signs | | | 1380 726A000 3040.000 M | 131.24000 398969.60| 128.60000 390944.00| 131.24000 398969.60 Portable Concrete Safety Barriers, Type | | | 6 | | | 1390 740B000 82.000 M2 | 81.00000 6642.00| 140.00000 11480.00| 162.00000 13284.00 Construction Signs | | | 1400 740D000 50.000 EACH| 40.00000 2000.00| 76.00000 3800.00| 75.00000 3750.00 Channelizing Drums | | | 1410 740E000 150.000 EACH| 11.00000 1650.00| 20.00000 3000.00| 20.00000 3000.00 Cones (900 mm High) | | | 1420 740F002 30.000 EACH| 190.00000 5700.00| 300.00000 9000.00| 300.00000 9000.00 Barricades, Type III | | | 1430 740I005 15.000 EACH| 600.00000 9000.00| 700.00000 10500.00| 700.00000 10500.00 Warning Lights, Type B (Detachable Head)| | | 1440 740L004 354.000 EACH| 45.00000 15930.00| 45.00000 15930.00| 60.00000 21240.00 Vertical Panel, Type II (Single-Sided) | | | 1450 740M000 150.000 EACH| 5.00000 750.00| 14.00000 2100.00| 15.00000 2250.00 Ballast For Cone | | | 1460 741C010 2.000 EACH| 4000.00000 8000.00| 5000.00000 10000.00| 5600.00000 11200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1470 742A001 2.000 EACH| 13000.00000 26000.00| 5000.00000 10000.00| 22285.00000 44570.00 Portable Changeable Message Signs, Type | | | 2 | | | 1480 998A000 LUMP| 200000.00000 200000.00| 400000.00000 400000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 800,000.00) | | | 1490 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 10,427,610.34| $ 10,635,464.22| $ 11,333,368.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,427,610.34| $ 10,635,464.22| $ 11,333,368.13 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -11 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 04014 | |RACON, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 200000.00000 200000.00| 982500.00000 982500.00| Clearing & Grubbing (Approximately 39 | | | Hectares) | | | 0020 204A000 1.000 EACH| 750.00000 750.00| 500.00000 500.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 1 | | | 0040 206D000 65.000 M | 23.96000 1557.40| 32.80000 2132.00| Removing Pipe | | | 0050 206D001 566.000 M | 1.87000 1058.42| 6.56000 3712.96| Removing Guardrail | | | 0060 206D011 2362.000 M | 11.07000 26147.34| 8.50000 20077.00| Removing Fence | | | 0070 206E008 8.000 EACH| 80.10000 640.80| 125.00000 1000.00| Removing Guardrail End Anchor (All Type)| | | 0080 210A000 110417.000 M3 | 2.00000 220834.00| 1.90000 209792.30| Unclassified Excavation | | | 0090 210C000 70833.000 M3 | 4.00000 283332.00| 3.73000 264207.09| Muck Excavation | | | 0100 210D000 686992.000 M3 | 3.25000 2232724.00| 2.42000 1662520.64| Borrow Excavation | | | 0110 210E001 70833.000 M3 | 24.00000 1699992.00| 22.00000 1558326.00| Borrow Excavation (Underwater | | | Embankment) | | | 0120 214A000 3706.000 M3 | 8.40000 31130.40| 7.85000 29092.10| Structure Excavation | | | 0130 214B001 3362.000 M3 | 40.87000 137404.94| 38.26000 128630.12| Foundation Backfill, Commercial | | | 0140 215A000 352.000 M3 | 10.67000 3755.84| 10.00000 3520.00| Unclassified Bridge Excavation | | | 0150 215B000 LUMP| 32014.86000 32014.86| 30000.00000 30000.00| Cofferdams Or Sheeting And Shoring, | | | Sta.262+36.753, WBR | | | 0160 215B001 LUMP| 32014.86000 32014.86| 30000.00000 30000.00| Cofferdams Or Sheeting And Shoring, | | | Sta.262+36.753, EBR | | | 0170 231B001 13495.000 MTON| 14.00000 188930.00| 13.20000 178134.00| Roadbed Stabilizing Material, ALDOT #467| | | 0180 301A004 25327.000 M2 | 3.25000 82312.75| 3.48000 88137.96| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 100 mm Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -12 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 04014 | |RACON, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 301A008 81898.000 M2 | 4.00000 327592.00| 4.56000 373454.88| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 125 mm Compacted Thickness | | | 0200 327E000 11969.000 MTON| 34.65000 414725.85| 34.84000 416999.96| Permeable Asphalt Treated Base | | | 0203 401A000 55292.000 M2 | 0.46000 25434.32| 0.43000 23775.56| Bituminous Treatment A | | | 0207 401B100 55292.000 M2 | 0.83000 45892.36| 0.78000 43127.76| Bituminous Treatment E (With Polymer | | | Additive) | | | 0210 401B108 23208.000 M2 | 1.08000 25064.64| 1.01000 23440.08| Bituminous Treatment G (With Polymer | | | Additive) | | | 0220 405A000 11908.000 L | 0.32000 3810.56| 0.30000 3572.40| Tack Coat | | | 0230 410B000 1.000 EACH| 2133.72000 2133.72| 2000.00000 2000.00| State Furnished Profilograph | | | 0240 424A241 4456.000 MTON| 40.08000 178596.48| 37.57000 167411.92| Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0250 424A246 50.000 MTON| 56.68000 2834.00| 55.00000 2750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0260 424A247 122.000 MTON| 58.68000 7158.96| 55.00000 6710.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range C| | | 0270 424B441 10373.000 MTON| 37.17000 385564.41| 34.86000 361602.78| Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0280 424B445 50.000 MTON| 106.69000 5334.50| 98.00000 4900.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0290 450B000 260.000 M2 | 85.37000 22196.20| 80.00000 20800.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0300 502A000 696061.000 KG | 1.20000 835273.20| 1.00000 696061.00| Steel Reinforcement | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -13 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 04014 | |RACON, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 502B000 LUMP| 121656.48000 121656.48| 114000.00000 114000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta.262+36.753, WBR, | | | Approximately 57,550 Kg. | | | 0320 502B001 LUMP| 121656.48000 121656.48| 114000.00000 114000.00| Steel Reinforcement For Bridge | | | Superstructure Sta.262+36.753, EBR, | | | Approximately 57,550 Kg. | | | 0330 505A000 1.000 EACH| 1067.16000 1067.16| 1000.00000 1000.00| Steel Test Piles (HP 250x62) | | | 0340 505A002 1.000 EACH| 1600.74000 1600.74| 1500.00000 1500.00| Steel Test Piles (HP 310x79) | | | 0350 505B055 1.000 EACH| 1600.74000 1600.74| 1500.00000 1500.00| Static Loading Tests (HP 250x62) | | | 0360 505B057 1.000 EACH| 1600.74000 1600.74| 1500.00000 1500.00| Static Loading Tests (HP 310x79) | | | 0370 505C000 925.000 M | 69.37000 64167.25| 65.00000 60125.00| Steel Piling (HP 250x62) | | | 0380 505C002 1067.000 M | 85.37000 91089.79| 80.00000 85360.00| Steel Piling (HP 310x79) | | | 0390 508A000 4620.000 KG | 7.47000 34511.40| 7.00000 32340.00| Structural Steel | | | 0400 510A000 461.000 M3 | 453.54000 209081.94| 425.00000 195925.00| Bridge Substructure Concrete, Class A | | | 0410 510C051 LUMP| 229439.85000 229439.85| 230000.00000 230000.00| Bridge Concrete Superstructure, | | | Sta.262+36.753, WBR, Approximately 471 | | | Cubic Meters | | | 0420 510C052 LUMP| 229439.85000 229439.85| 230000.00000 230000.00| Bridge Concrete Superstructure, | | | Sta.262+36.753, EBR, Approximately 471 | | | Cubic Meters | | | 0430 510E000 2708.000 M2 | 5.34000 14460.72| 5.00000 13540.00| Grooving Concrete Bridge Decks | | | 0440 511A001 112.000 EACH| 533.58000 59760.96| 500.00000 56000.00| Elastomeric Bearings, Type 2 | | | 0450 513B015 1356.000 M | 332.96000 451493.76| 312.00000 423072.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-1370 (Specialty Item) | | | 0460 524A011 2522.000 M3 | 234.78000 592115.16| 220.00000 554840.00| Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -14 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 04014 | |RACON, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0470 524B011 210.000 M3 | 769.19000 161529.90| 720.25000 151252.50| Culvert Concrete Extension (Cast In | | | Place) | | | 0480 530A002 261.000 M | 104.73000 27334.53| 108.04000 28198.44| 600 mm Roadway Pipe (Class 3 R.C.) | | | 0490 530A004 44.000 M | 182.58000 8033.52| 180.45000 7939.80| 900 mm Roadway Pipe (Class 3 R.C.) | | | 0500 530A013 35.000 M | 118.40000 4144.00| 120.78000 4227.30| 600 mm Roadway Pipe (Class 4 R.C.) | | | 0510 530A017 80.000 M | 318.90000 25512.00| 342.03000 27362.40| 1200 mm Roadway Pipe (Class 4 R.C.) | | | 0520 530A025 111.000 M | 197.51000 21923.61| 204.00000 22644.00| 750 mm Roadway Pipe (Class 5 R.C.) | | | 0530 530A101 13.000 M | 114.75000 1491.75| 78.93000 1026.09| 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0540 530A102 24.000 M | 118.10000 2834.40| 117.88000 2829.12| 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0550 530A103 50.000 M | 143.65000 7182.50| 149.44000 7472.00| 750 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0560 530A105 24.000 M | 232.53000 5580.72| 239.73000 5753.52| 1050 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0570 530A108 18.000 M | 392.40000 7063.20| 424.08000 7633.44| 1500 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0580 530A799 28.000 M | 128.89000 3608.92| 121.00000 3388.00| 375 mm Roadway Pipe (2.7 mm Wall | | | Thickness C.C.S.) (Stack Pipe) (No | | | Bedding Required) | | | 0590 530B011 40.000 M | 87.40000 3496.00| 118.00000 4720.00| 460 mm Span X 280 mm Rise Roadway Pipe | | | (Class 3 R.C.) (Extension) | | | 0600 535A002 75.000 M | 72.32000 5424.00| 108.00000 8100.00| 600 mm Side Drain Pipe | | | 0610 600A000 LUMP| 500000.00000 500000.00| 645000.00000 645000.00| Mobilization | | | 0620 601A000 1.000 EACH| 5000.00000 5000.00| 18000.00000 18000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -15 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 04014 | |RACON, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 602A000 51.000 EACH| 68.00000 3468.00| 65.00000 3315.00| Right Of Way Markers | | | 0640 602C000 28.000 EACH| 116.00000 3248.00| 225.00000 6300.00| Permanent Easement Marker | | | 0650 603A002 1.000 EACH| 25000.00000 25000.00| 20000.00000 20000.00| Furnishing Type 3 Field Office | | | 0660 605A002 11426.000 M | 13.65000 155964.90| 13.64000 155850.64| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0670 605B000 93.000 EACH| 267.00000 24831.00| 225.00000 20925.00| Special Underdrain Outlet, Type A | | | 0680 605B001 5.000 EACH| 320.38000 1601.90| 325.00000 1625.00| Special Underdrain Outlet, Type B | | | 0690 610C001 2101.000 MTON| 21.00000 44121.00| 22.50000 47272.50| Loose Riprap, Class 2 | | | 0700 610D000 3028.000 M2 | 1.68000 5087.04| 3.00000 9084.00| Filter Blanket | | | 0710 614A000 616.000 M3 | 272.33000 167755.28| 255.00000 157080.00| Slope Paving | | | 0720 614A001 108.000 M3 | 256.12000 27660.96| 240.00000 25920.00| Slope Paving (Under Bridges) | | | 0730 619A002 2.000 EACH| 481.00000 962.00| 450.00000 900.00| 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0740 619A003 12.000 EACH| 641.00000 7692.00| 600.00000 7200.00| 600 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0750 619A004 3.000 EACH| 801.00000 2403.00| 750.00000 2250.00| 750 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0760 619A005 2.000 EACH| 1068.00000 2136.00| 1000.00000 2000.00| 900 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0770 619A006 2.000 EACH| 1602.00000 3204.00| 1500.00000 3000.00| 1050 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0780 619A007 2.000 EACH| 1869.00000 3738.00| 1750.00000 3500.00| 1200 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0790 619A009 1.000 EACH| 2136.00000 2136.00| 2000.00000 2000.00| 1500 mm Roadway Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -16 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 04014 | |RACON, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 619A102 6.000 EACH| 641.00000 3846.00| 600.00000 3600.00| 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0810 619B015 3.000 EACH| 508.00000 1524.00| 475.00000 1425.00| 460 mm Span, 280 mm Rise Roadway Pipe | | | End Treatment, Class 1 | | | 0820 620A000 3.000 M3 | 1067.95000 3203.85| 1000.00000 3000.00| Minor Structure Concrete | | | 0830 621A000 2.000 EACH| 1975.70000 3951.40| 1850.00000 3700.00| Junction Boxes, Type 1, 1P Or 5 | | | 0840 621A004 3.000 EACH| 3684.41000 11053.23| 3450.00000 10350.00| Junction Boxes, Type 4 | | | 0850 621C000 1.000 EACH| 5072.74000 5072.74| 4750.00000 4750.00| Inlets, Type AB | | | 0860 621C020 9.000 EACH| 1975.70000 17781.30| 1850.00000 16650.00| Inlets, Type Y | | | 0870 621C027 1.000 EACH| 1868.90000 1868.90| 1750.00000 1750.00| Inlets, Type C | | | 0880 621D019 11.000 EACH| 480.58000 5286.38| 450.00000 4950.00| Inlet Units, Type Y | | | 0890 630A000 1113.000 M | 41.65000 46356.45| 43.47000 48382.11| Steel Beam Guardrail, Class A, Type 1 | | | 0900 630C001 5.000 EACH| 640.77000 3203.85| 700.00000 3500.00| Guardrail End Anchor, Type 8 | | | 0910 630C003 4.000 EACH| 961.15000 3844.60| 1000.00000 4000.00| Guardrail End Anchor, Type 13 | | | 0920 630C070 9.000 EACH| 1601.92000 14417.28| 1450.00000 13050.00| Guardrail End Anchor, Type 10 Series | | | 0930 634A002 3347.000 M | 33.02000 110517.94| 29.04000 97196.88| Industrial Fence, 1.83 Meters High | | | 0940 635B001 5.000 EACH| 857.57000 4287.85| 754.00000 3770.00| Gate, 4.27 Meters Wide | | | 0950 650A000 5635.000 M3 | 0.10000 563.50| 3.93000 22145.55| Topsoil | | | 0960 650B000 15442.000 M3 | 2.30000 35516.60| 2.95000 45553.90| Topsoil From Stockpiles | | | 0970 652A054 20.000 HA | 1335.00000 26700.00| 1100.00000 22000.00| Seeding (Mix 2A) | | | 0980 654A001 16567.000 M2 | 3.81000 63120.27| 3.50000 57984.50| Solid Sodding (Bermuda) | | | 0990 656A000 18.000 HA | 926.75000 16681.50| 1000.00000 18000.00| Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -17 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 04014 | |RACON, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 656A001 3.000 HA | 1208.60000 3625.80| 1100.00000 3300.00| Mulching, Class A, Type 2 | | | 1010 659A000 24725.000 M2 | 1.82000 44999.50| 1.75000 43268.75| Erosion Control Netting, Class A | | | 1020 665C000 64.000 M | 82.85000 5302.40| 38.56000 2467.84| 375 mm Temporary Pipe | | | 1030 665F000 712.000 EACH| 6.00000 4272.00| 5.00000 3560.00| Hay Bales | | | 1040 665J000 8034.000 M | 10.91000 87650.94| 10.66000 85642.44| Silt Fence, Type A | | | 1050 665K000 120.000 M3 | 17.19000 2062.80| 15.00000 1800.00| Drainage Sump Excavation | | | 1060 680A000 LUMP| 145000.00000 145000.00| 140000.00000 140000.00| Engineering Controls | | | 1070 701C006 7.000 KM | 4512.05000 31584.35| 4225.00000 29575.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1080 701C009 4.000 KM | 2123.07000 8492.28| 1988.00000 7952.00| Broken Temporary Traffic Stripe | | | (Removable Tape) | | | 1090 701D005 4.000 KM | 929.11000 3716.44| 870.00000 3480.00| Solid Traffic Stripe Removed | | | 1100 701D006 4.000 KM | 795.62000 3182.48| 745.00000 2980.00| Broken Traffic Stripe Removed | | | 1110 701D009 7.000 KM | 530.77000 3715.39| 497.00000 3479.00| Solid Traffic Stripe Removed (Tape) | | | 1120 701D016 4.000 KM | 530.77000 2123.08| 497.00000 1988.00| Broken Traffic Stripe Removed (Tape) | | | 1130 701G121 188.000 M | 7.00000 1316.00| 6.56000 1233.28| Broken White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1140 701G125 188.000 M | 13.27000 2494.76| 12.43000 2336.84| Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1150 701G133 188.000 M | 13.94000 2620.72| 13.05000 2453.40| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1160 702A008 12.000 KM | 2620.73000 31448.76| 2454.00000 29448.00| Solid White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1170 702A009 10.000 KM | 2620.73000 26207.30| 2454.00000 24540.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -18 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 04014 | |RACON, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 702A010 8.000 KM | 1328.52000 10628.16| 1244.00000 9952.00| Broken White, Inverted Profile Traffic | | | Stripe (150 mm Wide) | | | 1190 702B001 1335.000 M | 6.47000 8637.45| 6.06000 8090.10| Dotted Inverted Profile Traffic Stripe | | | (150 mm Wide) | | | 1200 703A002 1240.000 M2 | 21.36000 26486.40| 20.00000 24800.00| Traffic Control Markings, Class 2, Type | | | A | | | 1210 703B002 42.000 M2 | 32.04000 1345.68| 30.00000 1260.00| Traffic Control Legends, Class 2, Type A| | | 1220 705A011 274.000 EACH| 4.27000 1169.98| 4.00000 1096.00| Pavement Markers, Class C, Type 1-A | | | 1230 705A012 138.000 EACH| 4.27000 589.26| 4.00000 552.00| Pavement Markers, Class C, Type 1-B | | | 1240 705A030 352.000 EACH| 5.61000 1974.72| 5.25000 1848.00| Pavement Markers, Class A-H, Type 2-C | | | 1250 705A031 340.000 EACH| 5.34000 1815.60| 5.00000 1700.00| Pavement Markers, Class A-H, Type 1-A | | | 1260 705A032 334.000 EACH| 5.34000 1783.56| 5.00000 1670.00| Pavement Markers, Class A-H, Type 1-B | | | 1270 705A037 27.000 EACH| 5.61000 151.47| 5.25000 141.75| Pavement Markers, Class A-H, Type 2-D | | | 1280 705A038 168.000 EACH| 5.61000 942.48| 5.25000 882.00| Pavement Markers, Class A-H, Type 2-E | | | 1290 707G000 354.000 EACH| 13.35000 4725.90| 12.50000 4425.00| Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1300 710A115 46.000 M2 | 161.79000 7442.34| 135.00000 6210.00| Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 1310 710A116 101.000 M2 | 245.63000 24808.63| 205.00000 20705.00| Class 2, Alum Multi Flat Sign Panels | | | 3.175 mm Thick or Steel Multi Flat Sign | | | Panels 2.657 Thick (Ty III or IV | | | Background) | | | 1320 710A118 19.000 M2 | 272.33000 5174.27| 220.00000 4180.00| Class 2, Aluminum Flat Sign Panels | | | 3.175 mm Thick Or Steel Flat Sign | | | Panels2.657 mm Thick (Ty III Or Ty IV | | | Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 004 -19 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000929004 COUNTIES : LEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 04014 | |RACON, INC. |DUBOSE CONSTRUCTION, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1330 710B001 312.000 M | 24.78000 7731.36| 14.50000 4524.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1340 710B008 25.000 M | 213.59000 5339.75| 145.00000 3625.00| Roadway Sign Post (W200 x 27 Steel Beam)| | | 1350 710B012 42.000 M | 245.63000 10316.46| 155.00000 6510.00| Roadway Sign Post (W200 x 31 Steel Beam)| | | 1360 710B013 16.000 M | 277.66000 4442.56| 185.00000 2960.00| Roadway Sign Post (W250 x 33 Steel Beam)| | | 1370 710C000 LUMP| 2883.44000 2883.44| 2500.00000 2500.00| Removal Of Existing Roadway Signs | | | 1380 726A000 3040.000 M | 140.16000 426086.40| 128.00000 389120.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1390 740B000 82.000 M2 | 95.94000 7867.08| 135.00000 11070.00| Construction Signs | | | 1400 740D000 50.000 EACH| 44.00000 2200.00| 55.00000 2750.00| Channelizing Drums | | | 1410 740E000 150.000 EACH| 10.36000 1554.00| 20.00000 3000.00| Cones (900 mm High) | | | 1420 740F002 30.000 EACH| 182.85000 5485.50| 375.00000 11250.00| Barricades, Type III | | | 1430 740I005 15.000 EACH| 753.15000 11297.25| 645.00000 9675.00| Warning Lights, Type B (Detachable Head)| | | 1440 740L004 354.000 EACH| 44.70000 15823.80| 38.00000 13452.00| Vertical Panel, Type II (Single-Sided) | | | 1450 740M000 150.000 EACH| 7.00000 1050.00| 15.00000 2250.00| Ballast For Cone | | | 1460 741C010 2.000 EACH| 6000.00000 12000.00| 10500.00000 21000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1470 742A001 2.000 EACH| 25000.00000 50000.00| 17500.00000 35000.00| Portable Changeable Message Signs, Type | | | 2 | | | 1480 998A000 LUMP| 0.00000 0.00| 235000.00000 235000.00| Construction Fuel (Maximum Bid Limited | | | To $ 800,000.00) | | | 1490 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 12,404,588.10| $ 12,485,419.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,404,588.10| $ 12,485,419.60| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 CONTRACT TIME : 360 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : APD-471(58) for constructing the Grade, Drain, Bridges, Bridge Culverts and Partial Base and Pave on Corridor "X" from 4600' west of C.R.#112 to 2300' east of C.R.#112 in Graysville. Length 1.283 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23025 WRIGHT BROTHERS CONSTRUCTION CO., INC. $ 16,959,487.41 100.0000% 2 30002 ELLARD CONTR. CO., INC. & ELLARD CONSTR., INC. $ 18,326,383.67 108.0597% 3 10016 JONES BROS., INC. $ 19,072,854.49 112.4612% 4 18024 RACON, INC. $ 19,625,675.73 115.7209% 5 14007 W. S. NEWELL & SONS, INC. $ 21,512,083.87 126.8439% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 710945.00000 710945.00| 1460000.00000 1460000.00| 1350000.00000 1350000.00 Clearing & Grubbing (Approximately 210 | | | ACRES) | | | 0020 205A001 1.000 EACH| 500.00000 500.00| 1200.00000 1200.00| 1.00000 1.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 500.00000 500.00| 1200.00000 1200.00| 1.00000 1.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 500.00000 500.00| 4000.00000 4000.00| 1.00000 1.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 500.00000 500.00| 2500.00000 2500.00| 1.00000 1.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 500.00000 500.00| 2500.00000 2500.00| 1.00000 1.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 500.00000 500.00| 2500.00000 2500.00| 1.00000 1.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 500.00000 500.00| 1200.00000 1200.00| 1.00000 1.00 Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 500.00000 500.00| 1200.00000 1200.00| 1.00000 1.00 Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 500.00000 500.00| 1200.00000 1200.00| 1.00000 1.00 Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 500.00000 500.00| 4000.00000 4000.00| 1.00000 1.00 Removal Of Structures, Structure No. 10 | | | 0120 205A011 1.000 EACH| 500.00000 500.00| 1200.00000 1200.00| 1.00000 1.00 Removal Of Structures, Structure No. 11 | | | 0130 205A012 1.000 EACH| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 12 | | | 0140 205A013 1.000 EACH| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 13 | | | 0150 205A014 1.000 EACH| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 14 | | | 0160 205A015 1.000 EACH| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 15 | | | 0170 205A016 1.000 EACH| 500.00000 500.00| 0.00000 0.00| 1.00000 1.00 Removal Of Structures, Structure No. 16 | | | 0180 205A017 1.000 EACH| 500.00000 500.00| 2800.00000 2800.00| 1.00000 1.00 Removal Of Structures, Structure No. 17 | | | 0190 206B000 LUMP| 4000.00000 4000.00| 6800.00000 6800.00| 5000.00000 5000.00 Removal Of Old Box Culvert Sta. 47+25, | | | CR-112 Reloc. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 206C003 400.000 SQYD| 2.00000 800.00| 3.00000 1200.00| 10.00000 4000.00 Removing Concrete Flumes | | | 0210 206D000 237.000 LF | 6.00000 1422.00| 8.00000 1896.00| 10.00000 2370.00 Removing Pipe | | | 0220 210A000 3498543.000 CYIP| 1.76000 6157435.68| 1.92000 6717202.56| 1.90000 6647231.70 Unclassified Excavation | | | 0230 214A000 23825.000 CUYD| 5.00000 119125.00| 7.00000 166775.00| 6.00000 142950.00 Structure Excavation | | | 0240 214B001 5946.000 CUYD| 25.00000 148650.00| 25.00000 148650.00| 21.00000 124866.00 Foundation Backfill, Commercial | | | 0250 215A000 1605.000 CUYD| 13.00000 20865.00| 13.00000 20865.00| 7.00000 11235.00 Unclassified Bridge Excavation | | | 0260 215B000 LUMP| 1.00000 1.00| 0.00000 0.00| 100.00000 100.00 Cofferdams Or Sheeting And Shoring STA. | | | 4569+88.82, E.B.L. | | | 0270 215B001 LUMP| 1.00000 1.00| 0.00000 0.00| 100.00000 100.00 Cofferdams Or Sheeting And Shoring Sta. | | | 4569+88.82, W.B.L. | | | 0290 230A000 316.000 RBST| 526.46000 166361.36| 260.00000 82160.00| 265.00000 83740.00 Roadbed Processing | | | 0300 301A004 4326.000 SYCP| 4.33000 18731.58| 4.35000 18818.10| 4.40000 19034.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0310 301A012 46315.000 SYCP| 4.46000 206564.90| 4.95000 229259.25| 5.00000 231575.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0320 306E000 1.000 EACH| 8000.00000 8000.00| 8000.00000 8000.00| 10000.00000 10000.00 State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0330 327E000 854.000 TON | 36.50000 31171.00| 33.50000 28609.00| 30.50000 26047.00 Permeable Asphalt Treated Base | | | 0340 401A000 32751.000 SYCP| 0.37000 12117.87| 0.37000 12117.87| 0.37000 12117.87 Bituminous Treatment A | | | 0350 401A011 1252.000 SYCP| 3.53000 4419.56| 6.25000 7825.00| 7.25000 9077.00 Bituminous Treatment AKG | | | 0360 401B108 8071.000 SYCP| 0.84000 6779.64| 1.35000 10895.85| 2.35000 18966.85 Bituminous Treatment G (With Polymer | | | Additive) | | | 0370 405A000 1347.000 GAL | 2.50000 3367.50| 1.75000 2357.25| 1.15000 1549.05 Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 410C000 1.000 EACH| 1800.00000 1800.00| 1400.00000 1400.00| 1000.00000 1000.00 Contractor Retained Profilograph | | | 0390 424A260 1678.000 TON | 40.50000 67959.00| 37.00000 62086.00| 35.00000 58730.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0400 424B281 531.000 TON | 39.00000 20709.00| 38.00000 20178.00| 37.58000 19954.98 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0410 424B461 6276.000 TON | 30.00000 188280.00| 27.00000 169452.00| 26.80000 168196.80 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0420 424B541 737.000 TON | 34.50000 25426.50| 30.00000 22110.00| 27.75000 20451.75 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0430 424B581 559.000 TON | 35.50000 19844.50| 35.50000 19844.50| 36.00000 20124.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0440 424C240 557.000 TON | 41.50000 23115.50| 40.00000 22280.00| 39.40000 21945.80 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0450 424C280 585.000 TON | 43.50000 25447.50| 37.40000 21879.00| 35.40000 20709.00 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0460 430B040 1000.000 TCIP| 13.00000 13000.00| 12.75000 12750.00| 15.00000 15000.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0470 450B000 123.000 SQYD| 40.00000 4920.00| 40.00000 4920.00| 40.00000 4920.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0480 502A001 2699873.000 LB | 0.41400 1117747.42| 0.41000 1106947.93| 0.41000 1106947.93 Steel Reinforcement (Grade 60) | | | 0490 502B000 LUMP| 65000.00000 65000.00| 65000.00000 65000.00| 60000.00000 60000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 4569+96.38, E.B.L. | | | Approximately 135800 LBS (Grade 60) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 502B001 LUMP| 75000.00000 75000.00| 75000.00000 75000.00| 70000.00000 70000.00 Steel Reinforcement For Bridge | | | Superstructure Sta. 4569+81.26., W.B.L.,| | | Approximately 157200 LBS (Grade 60) | | | 0510 502B002 LUMP| 110000.00000 110000.00| 110000.00000 110000.00| 90000.00000 90000.00 Steel Reinforcement For Bridge | | | Superstructure Sta.55+40, CO. RD. 112 | | | Relocated, Approximately 227141 LBS | | | (Grade 60) | | | 0520 505C002 3184.000 LF | 26.00000 82784.00| 26.00000 82784.00| 25.00000 79600.00 Steel Piling (HP 12x53) | | | 0530 505G003 114.000 EACH| 120.00000 13680.00| 120.00000 13680.00| 85.00000 9690.00 Pile Points (Type A, 12") | | | 0540 506A000 140.000 LF | 90.00000 12600.00| 90.00000 12600.00| 75.00000 10500.00 Drilled Shaft Excavation, 4'-6" Diameter| | | 0550 506A006 168.000 LF | 130.00000 21840.00| 130.00000 21840.00| 110.00000 18480.00 Drilled Shaft Excavation, 5'-6" Diameter| | | 0560 506B004 140.000 LF | 395.00000 55300.00| 395.00000 55300.00| 350.00000 49000.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0570 506B006 80.000 LF | 590.00000 47200.00| 590.00000 47200.00| 525.00000 42000.00 Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0580 506C023 238.000 LF | 105.00000 24990.00| 105.00000 24990.00| 70.00000 16660.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0590 506C025 234.000 LF | 128.00000 29952.00| 128.00000 29952.00| 100.00000 23400.00 Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS2 Concrete | | | 0600 506G003 14.000 EACH| 1660.00000 23240.00| 1660.00000 23240.00| 1500.00000 21000.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0610 506G005 8.000 EACH| 1325.00000 10600.00| 1325.00000 10600.00| 1200.00000 9600.00 Crosshole Sonic Logging, 5'-6" Diameter | | | 0620 508A000 36692.000 LB | 2.40000 88060.80| 2.40000 88060.80| 3.10000 113745.20 Structural Steel | | | 0630 508F000 LUMP| 2750.00000 2750.00| 2750.00000 2750.00| 2500.00000 2500.00 Bridge Deck Drainage System (Specialty | | | Item) | | | 0640 510A000 1212.000 CUYD| 325.00000 393900.00| 325.00000 393900.00| 370.00000 448440.00 Bridge Substructure Concrete, Class A | | | 0650 510C051 LUMP| 220000.00000 220000.00| 220000.00000 220000.00| 250000.00000 250000.00 Bridge Concrete Superstructure, Sta. | | | 4569+96.38, E.B.L., Approximately 616 | | | CU. YDS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 510C052 LUMP| 250000.00000 250000.00| 250000.00000 250000.00| 270000.00000 270000.00 Bridge Concrete Superstructure, Sta. | | | 4569+81.26, W.B.L., Approximately 716 | | | CU. YDS. | | | 0670 510C053 LUMP| 425000.00000 425000.00| 425000.00000 425000.00| 400000.00000 400000.00 Bridge Concrete Superstructure, Sta. | | | 55+40, CO. RD. 112 Relocated, | | | Approximately 1141 CU. YDS. | | | 0680 510E000 7051.000 SQYD| 1.90000 13396.90| 1.90000 13396.90| 1.60000 11281.60 Grooving Concrete Bridge Decks | | | 0690 511A004 196.000 EACH| 390.00000 76440.00| 390.00000 76440.00| 700.00000 137200.00 Elastomeric Bearings, Type 4 | | | 0700 513B015 4535.000 LF | 84.00000 380940.00| 84.00000 380940.00| 120.00000 544200.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0710 513B017 4507.000 LF | 96.00000 432672.00| 96.00000 432672.00| 120.00000 540840.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0720 524A010 15366.000 CUYD| 135.00000 2074410.00| 139.00000 2135874.00| 143.00000 2197338.00 Culvert Concrete | | | 0730 530A001 1296.000 LF | 20.46000 26516.16| 21.00000 27216.00| 20.00000 25920.00 18" Roadway Pipe (Class 3 R.C.) | | | 0740 530A002 1700.000 LF | 26.64000 45288.00| 31.00000 52700.00| 28.00000 47600.00 24" Roadway Pipe (Class 3 R.C.) | | | 0750 530A003 152.000 LF | 34.14000 5189.28| 42.50000 6460.00| 36.00000 5472.00 30" Roadway Pipe (Class 3 R.C.) | | | 0760 530A004 316.000 LF | 42.67000 13483.72| 54.00000 17064.00| 50.00000 15800.00 36" Roadway Pipe (Class 3 R.C.) | | | 0770 530A005 148.000 LF | 56.77000 8401.96| 67.00000 9916.00| 60.00000 8880.00 42" Roadway Pipe (Class 3 R.C.) | | | 0780 530A015 716.000 LF | 50.96000 36487.36| 57.00000 40812.00| 53.00000 37948.00 36" Roadway Pipe (Class 4 R.C.) | | | 0790 530A202 530.000 LF | 28.32000 15009.60| 31.00000 16430.00| 35.00000 18550.00 24" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0800 530A379 864.000 LF | 145.36000 125591.04| 144.00000 124416.00| 155.00000 133920.00 54" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0810 530A661 44.000 LF | 20.46000 900.24| 21.00000 924.00| 32.00000 1408.00 18" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0820 530A800 24.000 LF | 24.84000 596.16| 10.00000 240.00| 45.00000 1080.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 600A000 LUMP| 196500.00000 196500.00| 98000.00000 98000.00| 700000.00000 700000.00 Mobilization | | | 0840 601A000 1.000 EACH| 5000.00000 5000.00| 4000.00000 4000.00| 20000.00000 20000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0850 602A000 93.000 EACH| 100.00000 9300.00| 75.00000 6975.00| 80.00000 7440.00 Right Of Way Markers | | | 0860 602C000 7.000 EACH| 100.00000 700.00| 100.00000 700.00| 80.00000 560.00 Permanent Easement Marker | | | 0870 603A002 1.000 EACH| 15000.00000 15000.00| 1.00000 1.00| 45000.00000 45000.00 Furnishing Type 3 Field Office | | | 0880 603B000 500.000 LF | 12.00000 6000.00| 5.00000 2500.00| 9.00000 4500.00 Furnishing Security Fence | | | 0890 604A000 4051.000 SQYD| 1.13000 4577.63| 1.25000 5063.75| 1.00000 4051.00 Separative Geotextile | | | 0900 605A002 2026.000 LF | 5.00000 10130.00| 7.00000 14182.00| 5.50000 11143.00 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0910 605B000 34.000 EACH| 225.00000 7650.00| 350.00000 11900.00| 240.00000 8160.00 Special Underdrain Outlet, Type A | | | 0920 606A000 1000.000 LF | 12.00000 12000.00| 9.00000 9000.00| 7.00000 7000.00 6" Underdrain Pipe | | | 0930 609A000 3154.000 SQYD| 5.04000 15896.16| 5.00000 15770.00| 19.00000 59926.00 Aggregate Slope Protection | | | 0940 610C001 23372.000 TON | 15.50000 362266.00| 10.00000 233720.00| 13.25000 309679.00 Loose Riprap, Class 2 | | | 0950 610C002 2540.000 TON | 15.50000 39370.00| 11.00000 27940.00| 20.00000 50800.00 Loose Riprap, Class 3 | | | 0960 610D000 28745.000 SQYD| 2.00000 57490.00| 2.50000 71862.50| 1.50000 43117.50 Filter Blanket | | | 0970 614A000 3042.000 CUYD| 140.00000 425880.00| 185.00000 562770.00| 185.00000 562770.00 Slope Paving | | | 0980 619A002 8.000 EACH| 368.42000 2947.36| 600.00000 4800.00| 600.00000 4800.00 18" Roadway Pipe End Treatment, Class 1 | | | 0990 619A003 10.000 EACH| 447.37000 4473.70| 650.00000 6500.00| 650.00000 6500.00 24" Roadway Pipe End Treatment, Class 1 | | | 1000 619A004 1.000 EACH| 621.05000 621.05| 700.00000 700.00| 700.00000 700.00 30" Roadway Pipe End Treatment, Class 1 | | | 1010 619A005 5.000 EACH| 815.79000 4078.95| 850.00000 4250.00| 850.00000 4250.00 36" Roadway Pipe End Treatment, Class 1 | | | 1020 619A006 2.000 EACH| 1026.32000 2052.64| 1250.00000 2500.00| 1250.00000 2500.00 42" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 619A008 1.000 EACH| 1736.84000 1736.84| 1750.00000 1750.00| 1750.00000 1750.00 54" Roadway Pipe End Treatment, Class 1 | | | 1040 621A000 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 200.00000 200.00 Junction Boxes, Type 1, 1P Or 5 | | | 1050 621A004 3.000 EACH| 4000.00000 12000.00| 4000.00000 12000.00| 4000.00000 12000.00 Junction Boxes, Type 4 | | | 1060 621A005 3.000 EACH| 2000.00000 6000.00| 2000.00000 6000.00| 2000.00000 6000.00 Junction Boxes, Type 1 | | | 1070 621A010 5.000 EACH| 3000.00000 15000.00| 3000.00000 15000.00| 3000.00000 15000.00 Junction Boxes, Type 3 | | | 1080 621A058 5.000 EACH| 4000.00000 20000.00| 4000.00000 20000.00| 4000.00000 20000.00 Junction Boxes, Type 3 (Modified) | | | 1090 621B004 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 800.00000 800.00 Junction Box Units, Type 4 | | | 1100 621B005 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 Junction Box Units, Type 1 | | | 1110 621C001 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Inlets, Type B | | | 1120 621C020 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 Inlets, Type Y | | | 1130 621C027 2.000 EACH| 1000.00000 2000.00| 1000.00000 2000.00| 2000.00000 4000.00 Inlets, Type C | | | 1140 621C068 17.000 EACH| 1250.00000 21250.00| 1250.00000 21250.00| 1250.00000 21250.00 Inlets, Type Y (Partial) | | | 1150 621D001 1.000 EACH| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 Inlet Units, Type B | | | 1160 621D002 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 500.00000 1000.00 Inlet Units, Type C | | | 1170 621D019 37.000 EACH| 500.00000 18500.00| 500.00000 18500.00| 500.00000 18500.00 Inlet Units, Type Y | | | 1180 621I000 5.000 EACH| 2500.00000 12500.00| 2500.00000 12500.00| 2500.00000 12500.00 Stilling Basins, Type 00 | | | 1190 621I003 4.000 EACH| 8000.00000 32000.00| 8000.00000 32000.00| 8000.00000 32000.00 Stilling Basins, Type 3 | | | 1200 621I004 1.000 EACH| 12500.00000 12500.00| 12500.00000 12500.00| 12500.00000 12500.00 Stilling Basins, Type 4 | | | 1210 621I006 1.000 EACH| 25000.00000 25000.00| 25000.00000 25000.00| 25000.00000 25000.00 Stilling Basins, Type 6 | | | 1220 621I007 1.000 EACH| 30000.00000 30000.00| 30000.00000 30000.00| 30000.00000 30000.00 Stilling Basins, Type 7 | | | 1230 630A000 463.000 LF | 11.00000 5093.00| 10.20000 4722.60| 10.20000 4722.60 Steel Beam Guardrail, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 630C001 1.000 EACH| 600.00000 600.00| 650.00000 650.00| 650.00000 650.00 Guardrail End Anchor, Type 8 | | | 1250 630C003 4.000 EACH| 900.00000 3600.00| 950.00000 3800.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 1260 630C050 1.000 EACH| 1925.00000 1925.00| 1800.00000 1800.00| 1800.00000 1800.00 Guardrail End Anchor, Type 20 Series | | | 1270 630C070 4.000 EACH| 1650.00000 6600.00| 1250.00000 5000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 1280 634D004 2.000 EACH| 500.00000 1000.00| 158.00000 316.00| 500.00000 1000.00 Gate, 14 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 1290 635A000 15663.000 LF | 4.80000 75182.40| 3.27000 51218.01| 4.80000 75182.40 Woven Wire Fence | | | 1300 641A049 540.000 LF | 16.00000 8640.00| 17.00000 9180.00| 20.00000 10800.00 6 Inch P.V.C. Water Main Laid | | | 1310 641A052 4700.000 LF | 20.00000 94000.00| 20.00000 94000.00| 21.00000 98700.00 8 Inch P.V.C. Water Main Laid | | | 1320 641A062 750.000 LF | 16.00000 12000.00| 16.00000 12000.00| 21.00000 15750.00 3 Inch P.V.C. Water Main Laid | | | 1330 641A068 1550.000 LF | 25.00000 38750.00| 20.00000 31000.00| 27.00000 41850.00 3 Inch D. I. Water Main Laid | | | 1340 641A081 445.000 LF | 55.00000 24475.00| 55.00000 24475.00| 36.00000 16020.00 8 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 1350 642A000 3.000 EACH| 2000.00000 6000.00| 2200.00000 6600.00| 1000.00000 3000.00 Fire Hydrant Reset | | | 1360 646A052 1000.000 LF | 15.00000 15000.00| 24.50000 24500.00| 25.00000 25000.00 2 Inch Welded Steel Gas Line Laid | | | 1370 646A062 1230.000 LF | 12.00000 14760.00| 12.50000 15375.00| 15.00000 18450.00 2 Inch P.E. Gas Line Laid | | | 1380 646A077 120.000 LF | 10.00000 1200.00| 10.90000 1308.00| 25.00000 3000.00 1Inch P.E. Gas Service Line Laid | | | 1390 649A000 120.000 LF | 25.00000 3000.00| 14.50000 1740.00| 15.00000 1800.00 2 Inch Encasement Pipe, Type 1 | | | Installation | | | 1400 649A003 280.000 LF | 28.00000 7840.00| 55.00000 15400.00| 19.00000 5320.00 4 Inch Encasement Pipe, Type 1 | | | Installation | | | 1410 649A004 160.000 LF | 30.00000 4800.00| 60.00000 9600.00| 22.00000 3520.00 6 Inch Encasement Pipe, Type 1 | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1420 649A005 245.000 LF | 35.00000 8575.00| 65.00000 15925.00| 25.00000 6125.00 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 1430 649A007 130.000 LF | 50.00000 6500.00| 90.00000 11700.00| 30.00000 3900.00 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 1440 649A028 865.000 LF | 60.00000 51900.00| 120.00000 103800.00| 35.00000 30275.00 16 Inch Encasement Pipe, Type 1 | | | Installation | | | 1450 650B000 50201.000 CYIP| 1.50000 75301.50| 1.40000 70281.40| 1.65000 82831.65 Topsoil From Stockpiles | | | 1460 652A050 74.000 ACRE| 425.00000 31450.00| 550.00000 40700.00| 390.00000 28860.00 Seeding (Mix 1A) | | | 1470 652A053 18.000 ACRE| 425.00000 7650.00| 600.00000 10800.00| 390.00000 7020.00 Seeding (Mix 1E) | | | 1480 652B050 55.000 ACRE| 325.00000 17875.00| 450.00000 24750.00| 350.00000 19250.00 Temporary Seeding (Mix 1AT) | | | 1490 652C000 147.000 ACRE| 40.00000 5880.00| 40.00000 5880.00| 28.00000 4116.00 Mowing | | | 1500 652D050 55.000 ACRE| 550.00000 30250.00| 480.00000 26400.00| 350.00000 19250.00 Seeding In Stubble (Mix 1A) | | | 1510 654A000 6392.000 SQYD| 3.00000 19176.00| 3.25000 20774.00| 3.25000 20774.00 Solid Sodding | | | 1520 656A000 129.000 ACRE| 400.00000 51600.00| 325.00000 41925.00| 350.00000 45150.00 Mulching, Class A, Type 1 | | | 1530 656A001 18.000 ACRE| 600.00000 10800.00| 350.00000 6300.00| 400.00000 7200.00 Mulching, Class A, Type 2 | | | 1540 659A001 5388.000 SQYD| 2.00000 10776.00| 1.70000 9159.60| 3.00000 16164.00 Erosion Control Netting, Class B | | | 1550 665A000 147.000 ACRE| 300.00000 44100.00| 350.00000 51450.00| 325.00000 47775.00 Temporary Seeding | | | 1560 665B000 147.000 ACRE| 250.00000 36750.00| 350.00000 51450.00| 350.00000 51450.00 Temporary Mulching | | | 1570 665C000 1305.000 LF | 12.11000 15803.55| 16.00000 20880.00| 22.00000 28710.00 15" Temporary Pipe | | | 1580 665F000 1890.000 EACH| 6.00000 11340.00| 6.00000 11340.00| 6.00000 11340.00 Hay Bales | | | 1590 665G000 300.000 EACH| 5.00000 1500.00| 6.50000 1950.00| 5.00000 1500.00 Sand Bags | | | 1600 665I000 6254.000 TON | 15.00000 93810.00| 20.00000 125080.00| 11.00000 68794.00 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1610 665J000 30050.000 LF | 3.35000 100667.50| 3.25000 97662.50| 3.40000 102170.00 Silt Fence, Type A | | | 1620 665K000 816.000 CUYD| 10.00000 8160.00| 3.00000 2448.00| 6.00000 4896.00 Drainage Sump Excavation | | | 1630 680A000 LUMP| 195000.00000 195000.00| 180000.00000 180000.00| 125000.00000 125000.00 Engineering Controls | | | 1640 701A004 3.000 MILE| 320.00000 960.00| 320.00000 960.00| 106.67000 320.01 Solid White, Class 1, Type A Traffic | | | Stripe | | | 1650 701A012 4.000 MILE| 320.00000 1280.00| 320.00000 1280.00| 320.00000 1280.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1660 701B000 325.000 LF | 0.25000 81.25| 0.25000 81.25| 0.25000 81.25 Dotted Class 1, Type A Traffic Stripe | | | 1670 701C003 5.000 MILE| 340.00000 1700.00| 340.00000 1700.00| 340.00000 1700.00 Solid Temporary Traffic Stripe (Paint) | | | 1680 701G124 1520.000 LF | 2.56000 3891.20| 2.56000 3891.20| 2.56000 3891.20 Solid White, Class 3W, Type A Traffic | | | Stripe | | | 1690 701G132 1520.000 LF | 2.70000 4104.00| 2.70000 4104.00| 2.70000 4104.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 1700 703A002 3314.000 SQFT| 1.80000 5965.20| 1.80000 5965.20| 1.80000 5965.20 Traffic Control Markings, Class 2, Type | | | A | | | 1710 703B002 140.000 SQFT| 2.80000 392.00| 2.80000 392.00| 2.80000 392.00 Traffic Control Legends, Class 2, Type A| | | 1720 705A023 23.000 EACH| 5.25000 120.75| 5.25000 120.75| 5.25000 120.75 Pavement Markers, Class C, Type 2-D | | | 1730 705A032 150.000 EACH| 5.00000 750.00| 5.00000 750.00| 5.00000 750.00 Pavement Markers, Class A-H, Type 1-B | | | 1740 705A037 59.000 EACH| 5.25000 309.75| 5.25000 309.75| 5.25000 309.75 Pavement Markers, Class A-H, Type 2-D | | | 1750 705A038 75.000 EACH| 5.25000 393.75| 5.25000 393.75| 5.25000 393.75 Pavement Markers, Class A-H, Type 2-E | | | 1760 710A115 49.000 SQFT| 14.00000 686.00| 18.00000 882.00| 14.00000 686.00 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1770 710B001 98.000 LF | 6.75000 661.50| 8.00000 784.00| 5.75000 563.50 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -12 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(1) 23025 |(2) 30002 |(3) 10016 |WRIGHT BROTHERS CONSTRUCTION|ELLARD CONTR. & ELLARD CONST|JONES BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1780 713A000 75.000 LF | 20.00000 1500.00| 97.50000 7312.50| 98.00000 7350.00 Permanent Barricades | | | 1790 726B000 800.000 LF | 20.00000 16000.00| 46.50000 37200.00| 26.00000 20800.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1800 740B000 194.000 SQFT| 12.00000 2328.00| 7.90000 1532.60| 7.50000 1455.00 Construction Signs | | | 1810 740D000 43.000 EACH| 52.00000 2236.00| 42.10000 1810.30| 40.00000 1720.00 Channelizing Drums | | | 1820 740E000 50.000 EACH| 12.00000 600.00| 11.58000 579.00| 11.00000 550.00 Cones (36 Inches High) | | | 1830 740F002 12.000 EACH| 375.00000 4500.00| 200.00000 2400.00| 190.00000 2280.00 Barricades, Type III | | | 1840 740I005 6.000 EACH| 425.00000 2550.00| 837.00000 5022.00| 795.00000 4770.00 Warning Lights, Type B (Detachable Head)| | | 1850 740M000 50.000 EACH| 10.00000 500.00| 5.26000 263.00| 5.00000 250.00 Weight For Cone | | | 1860 998A000 LUMP| 1.00000 1.00| 0.00000 0.00| 100.00000 100.00 Construction Fuel (Maximum Bid Limited | | | To $ 1,533,000.00) | | | 1870 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 16,959,487.41| $ 18,326,383.67| $ 19,072,854.49 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 16,959,487.41| $ 18,326,383.67| $ 19,072,854.49 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -13 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 201A000 LUMP| 1635000.00000 1635000.00| 286830.00000 286830.00| Clearing & Grubbing (Approximately 210 | | | ACRES) | | | 0020 205A001 1.000 EACH| 100.00000 100.00| 0.01000 0.01| Removal Of Structures, Structure No. 1 | | | 0030 205A002 1.000 EACH| 500.00000 500.00| 0.01000 0.01| Removal Of Structures, Structure No. 2 | | | 0040 205A003 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 3 | | | 0050 205A004 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 4 | | | 0060 205A005 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 5 | | | 0070 205A006 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 6 | | | 0080 205A007 1.000 EACH| 250.00000 250.00| 0.01000 0.01| Removal Of Structures, Structure No. 7 | | | 0090 205A008 1.000 EACH| 100.00000 100.00| 0.01000 0.01| Removal Of Structures, Structure No. 8 | | | 0100 205A009 1.000 EACH| 500.00000 500.00| 500.00000 500.00| Removal Of Structures, Structure No. 9 | | | 0110 205A010 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| Removal Of Structures, Structure No. 10 | | | 0120 205A011 1.000 EACH| 100.00000 100.00| 0.01000 0.01| Removal Of Structures, Structure No. 11 | | | 0130 205A012 1.000 EACH| 500.00000 500.00| 0.01000 0.01| Removal Of Structures, Structure No. 12 | | | 0140 205A013 1.000 EACH| 250.00000 250.00| 0.01000 0.01| Removal Of Structures, Structure No. 13 | | | 0150 205A014 1.000 EACH| 1500.00000 1500.00| 0.01000 0.01| Removal Of Structures, Structure No. 14 | | | 0160 205A015 1.000 EACH| 1000.00000 1000.00| 0.01000 0.01| Removal Of Structures, Structure No. 15 | | | 0170 205A016 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| Removal Of Structures, Structure No. 16 | | | 0180 205A017 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| Removal Of Structures, Structure No. 17 | | | 0190 206B000 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| Removal Of Old Box Culvert Sta. 47+25, | | | CR-112 Reloc. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -14 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 206C003 400.000 SQYD| 5.00000 2000.00| 2.00000 800.00| Removing Concrete Flumes | | | 0210 206D000 237.000 LF | 5.28000 1251.36| 2.00000 474.00| Removing Pipe | | | 0220 210A000 3498543.000 CYIP| 1.60000 5597668.80| 1.93000 6752187.99| Unclassified Excavation | | | 0230 214A000 23825.000 CUYD| 15.00000 357375.00| 12.00000 285900.00| Structure Excavation | | | 0240 214B001 5946.000 CUYD| 25.69000 152752.74| 23.00000 136758.00| Foundation Backfill, Commercial | | | 0250 215A000 1605.000 CUYD| 13.60000 21828.00| 15.00000 24075.00| Unclassified Bridge Excavation | | | 0260 215B000 LUMP| 0.00000 0.00| 15000.00000 15000.00| Cofferdams Or Sheeting And Shoring STA. | | | 4569+88.82, E.B.L. | | | 0270 215B001 LUMP| 0.00000 0.00| 15000.00000 15000.00| Cofferdams Or Sheeting And Shoring Sta. | | | 4569+88.82, W.B.L. | | | 0290 230A000 316.000 RBST| 300.00000 94800.00| 240.00000 75840.00| Roadbed Processing | | | 0300 301A004 4326.000 SYCP| 4.50000 19467.00| 4.25000 18385.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0310 301A012 46315.000 SYCP| 5.00000 231575.00| 4.43000 205175.45| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0320 306E000 1.000 EACH| 8000.00000 8000.00| 6300.00000 6300.00| State Retained Portable Nuclear | | | Moisture-Density Testing Device | | | (Includes Disposal of Existing Device) | | | 0330 327E000 854.000 TON | 31.91000 27251.14| 30.50000 26047.00| Permeable Asphalt Treated Base | | | 0340 401A000 32751.000 SYCP| 0.39000 12772.89| 0.37000 12117.87| Bituminous Treatment A | | | 0350 401A011 1252.000 SYCP| 7.59000 9502.68| 7.25000 9077.00| Bituminous Treatment AKG | | | 0360 401B108 8071.000 SYCP| 2.46000 19854.66| 2.35000 18966.85| Bituminous Treatment G (With Polymer | | | Additive) | | | 0370 405A000 1347.000 GAL | 1.20000 1616.40| 1.15000 1549.05| Tack Coat | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -15 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 410C000 1.000 EACH| 1046.14000 1046.14| 1000.00000 1000.00| Contractor Retained Profilograph | | | 0390 424A260 1678.000 TON | 36.62000 61448.36| 35.00000 58730.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0400 424B281 531.000 TON | 39.31000 20873.61| 37.58000 19954.98| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0410 424B461 6276.000 TON | 28.04000 175979.04| 26.80000 168196.80| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0420 424B541 737.000 TON | 29.03000 21395.11| 27.75000 20451.75| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0430 424B581 559.000 TON | 37.66000 21051.94| 36.00000 20124.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0440 424C240 557.000 TON | 41.22000 22959.54| 39.40000 21945.80| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0450 424C280 585.000 TON | 37.03000 21662.55| 35.40000 20709.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0460 430B040 1000.000 TCIP| 17.17000 17170.00| 3235.00000 3235000.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0470 450B000 123.000 SQYD| 41.87000 5150.01| 40.00000 4920.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0480 502A001 2699873.000 LB | 0.43000 1160945.39| 0.42000 1133946.66| Steel Reinforcement (Grade 60) | | | 0490 502B000 LUMP| 67999.02000 67999.02| 65000.00000 65000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 4569+96.38, E.B.L. | | | Approximately 135800 LBS (Grade 60) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -16 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 502B001 LUMP| 78460.40000 78460.40| 75000.00000 75000.00| Steel Reinforcement For Bridge | | | Superstructure Sta. 4569+81.26., W.B.L.,| | | Approximately 157200 LBS (Grade 60) | | | 0510 502B002 LUMP| 115075.26000 115075.26| 109000.00000 109000.00| Steel Reinforcement For Bridge | | | Superstructure Sta.55+40, CO. RD. 112 | | | Relocated, Approximately 227141 LBS | | | (Grade 60) | | | 0520 505C002 3184.000 LF | 27.20000 86604.80| 24.00000 76416.00| Steel Piling (HP 12x53) | | | 0530 505G003 114.000 EACH| 125.54000 14311.56| 85.00000 9690.00| Pile Points (Type A, 12") | | | 0540 506A000 140.000 LF | 94.15000 13181.00| 300.00000 42000.00| Drilled Shaft Excavation, 4'-6" Diameter| | | 0550 506A006 168.000 LF | 136.00000 22848.00| 260.00000 43680.00| Drilled Shaft Excavation, 5'-6" Diameter| | | 0560 506B004 140.000 LF | 413.23000 57852.20| 855.00000 119700.00| Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0570 506B006 80.000 LF | 617.22000 49377.60| 1030.00000 82400.00| Special Drilled Shaft Excavation, 5'-6" | | | Diameter | | | 0580 506C023 238.000 LF | 109.85000 26144.30| 100.00000 23800.00| Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0590 506C025 234.000 LF | 133.91000 31334.94| 115.00000 26910.00| Drilled Shaft Construction, 5'-6" | | | Diameter, Class DS2 Concrete | | | 0600 506G003 14.000 EACH| 1736.59000 24312.26| 2250.00000 31500.00| Crosshole Sonic Logging, 4'-6" Diameter | | | 0610 506G005 8.000 EACH| 1386.13000 11089.04| 2250.00000 18000.00| Crosshole Sonic Logging, 5'-6" Diameter | | | 0620 508A000 36692.000 LB | 2.51000 92096.92| 2.00000 73384.00| Structural Steel | | | 0630 508F000 LUMP| 2876.88000 2876.88| 2000.00000 2000.00| Bridge Deck Drainage System (Specialty | | | Item) | | | 0640 510A000 1212.000 CUYD| 340.00000 412080.00| 310.00000 375720.00| Bridge Substructure Concrete, Class A | | | 0650 510C051 LUMP| 230150.52000 230150.52| 233000.00000 233000.00| Bridge Concrete Superstructure, Sta. | | | 4569+96.38, E.B.L., Approximately 616 | | | CU. YDS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -17 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 510C052 LUMP| 261534.68000 261534.68| 267000.00000 267000.00| Bridge Concrete Superstructure, Sta. | | | 4569+81.26, W.B.L., Approximately 716 | | | CU. YDS. | | | 0670 510C053 LUMP| 444608.95000 444608.95| 440000.00000 440000.00| Bridge Concrete Superstructure, Sta. | | | 55+40, CO. RD. 112 Relocated, | | | Approximately 1141 CU. YDS. | | | 0680 510E000 7051.000 SQYD| 1.99000 14031.49| 2.25000 15864.75| Grooving Concrete Bridge Decks | | | 0690 511A004 196.000 EACH| 407.99000 79966.04| 385.00000 75460.00| Elastomeric Bearings, Type 4 | | | 0700 513B015 4535.000 LF | 87.88000 398535.80| 95.00000 430825.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0710 513B017 4507.000 LF | 100.43000 452638.01| 108.00000 486756.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0720 524A010 15366.000 CUYD| 144.45000 2219618.70| 138.00000 2120508.00| Culvert Concrete | | | 0730 530A001 1296.000 LF | 21.87000 28343.52| 17.50000 22680.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0740 530A002 1700.000 LF | 28.14000 47838.00| 24.00000 40800.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0750 530A003 152.000 LF | 36.61000 5564.72| 34.50000 5244.00| 30" Roadway Pipe (Class 3 R.C.) | | | 0760 530A004 316.000 LF | 49.33000 15588.28| 44.50000 14062.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0770 530A005 148.000 LF | 60.85000 9005.80| 55.00000 8140.00| 42" Roadway Pipe (Class 3 R.C.) | | | 0780 530A015 716.000 LF | 58.51000 41893.16| 47.50000 34010.00| 36" Roadway Pipe (Class 4 R.C.) | | | 0790 530A202 530.000 LF | 28.86000 15295.80| 26.50000 14045.00| 24" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0800 530A379 864.000 LF | 152.46000 131725.44| 135.00000 116640.00| 54" Roadway Pipe, Class C-1 Bedding | | | (Class 5 R.C.) | | | 0810 530A661 44.000 LF | 28.92000 1272.48| 17.50000 770.00| 18" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0820 530A800 24.000 LF | 18.26000 438.24| 16.00000 384.00| 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -18 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 600A000 LUMP| 1635000.00000 1635000.00| 362000.00000 362000.00| Mobilization | | | 0840 601A000 1.000 EACH| 3500.00000 3500.00| 2500.00000 2500.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0850 602A000 93.000 EACH| 69.10000 6426.30| 60.00000 5580.00| Right Of Way Markers | | | 0860 602C000 7.000 EACH| 130.77000 915.39| 200.00000 1400.00| Permanent Easement Marker | | | 0870 603A002 1.000 EACH| 25000.00000 25000.00| 13500.00000 13500.00| Furnishing Type 3 Field Office | | | 0880 603B000 500.000 LF | 10.56000 5280.00| 4.00000 2000.00| Furnishing Security Fence | | | 0890 604A000 4051.000 SQYD| 1.05000 4253.55| 1.50000 6076.50| Separative Geotextile | | | 0900 605A002 2026.000 LF | 4.32000 8752.32| 3.00000 6078.00| Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0910 605B000 34.000 EACH| 275.00000 9350.00| 150.00000 5100.00| Special Underdrain Outlet, Type A | | | 0920 606A000 1000.000 LF | 8.25000 8250.00| 10.00000 10000.00| 6" Underdrain Pipe | | | 0930 609A000 3154.000 SQYD| 5.00000 15770.00| 7.50000 23655.00| Aggregate Slope Protection | | | 0940 610C001 23372.000 TON | 17.00000 397324.00| 17.50000 409010.00| Loose Riprap, Class 2 | | | 0950 610C002 2540.000 TON | 21.00000 53340.00| 18.75000 47625.00| Loose Riprap, Class 3 | | | 0960 610D000 28745.000 SQYD| 1.19000 34206.55| 1.75000 50303.75| Filter Blanket | | | 0970 614A000 3042.000 CUYD| 193.65000 589083.30| 185.00000 562770.00| Slope Paving | | | 0980 619A002 8.000 EACH| 636.00000 5088.00| 600.00000 4800.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0990 619A003 10.000 EACH| 694.00000 6940.00| 650.00000 6500.00| 24" Roadway Pipe End Treatment, Class 1 | | | 1000 619A004 1.000 EACH| 790.00000 790.00| 700.00000 700.00| 30" Roadway Pipe End Treatment, Class 1 | | | 1010 619A005 5.000 EACH| 1005.00000 5025.00| 850.00000 4250.00| 36" Roadway Pipe End Treatment, Class 1 | | | 1020 619A006 2.000 EACH| 1484.00000 2968.00| 1250.00000 2500.00| 42" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -19 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 619A008 1.000 EACH| 2031.00000 2031.00| 1750.00000 1750.00| 54" Roadway Pipe End Treatment, Class 1 | | | 1040 621A000 1.000 EACH| 2094.00000 2094.00| 2000.00000 2000.00| Junction Boxes, Type 1, 1P Or 5 | | | 1050 621A004 3.000 EACH| 4187.00000 12561.00| 4000.00000 12000.00| Junction Boxes, Type 4 | | | 1060 621A005 3.000 EACH| 2093.48000 6280.44| 2000.00000 6000.00| Junction Boxes, Type 1 | | | 1070 621A010 5.000 EACH| 3140.22000 15701.10| 3000.00000 15000.00| Junction Boxes, Type 3 | | | 1080 621A058 5.000 EACH| 4187.00000 20935.00| 4000.00000 20000.00| Junction Boxes, Type 3 (Modified) | | | 1090 621B004 1.000 EACH| 837.39000 837.39| 800.00000 800.00| Junction Box Units, Type 4 | | | 1100 621B005 1.000 EACH| 523.37000 523.37| 500.00000 500.00| Junction Box Units, Type 1 | | | 1110 621C001 1.000 EACH| 2093.48000 2093.48| 2000.00000 2000.00| Inlets, Type B | | | 1120 621C020 1.000 EACH| 1884.13000 1884.13| 1800.00000 1800.00| Inlets, Type Y | | | 1130 621C027 2.000 EACH| 1046.74000 2093.48| 1000.00000 2000.00| Inlets, Type C | | | 1140 621C068 17.000 EACH| 1308.43000 22243.31| 1250.00000 21250.00| Inlets, Type Y (Partial) | | | 1150 621D001 1.000 EACH| 628.05000 628.05| 600.00000 600.00| Inlet Units, Type B | | | 1160 621D002 2.000 EACH| 523.37000 1046.74| 500.00000 1000.00| Inlet Units, Type C | | | 1170 621D019 37.000 EACH| 523.37000 19364.69| 500.00000 18500.00| Inlet Units, Type Y | | | 1180 621I000 5.000 EACH| 2617.00000 13085.00| 2500.00000 12500.00| Stilling Basins, Type 00 | | | 1190 621I003 4.000 EACH| 8375.00000 33500.00| 8000.00000 32000.00| Stilling Basins, Type 3 | | | 1200 621I004 1.000 EACH| 13085.00000 13085.00| 12500.00000 12500.00| Stilling Basins, Type 4 | | | 1210 621I006 1.000 EACH| 26170.00000 26170.00| 25000.00000 25000.00| Stilling Basins, Type 6 | | | 1220 621I007 1.000 EACH| 31405.00000 31405.00| 30000.00000 30000.00| Stilling Basins, Type 7 | | | 1230 630A000 463.000 LF | 10.68000 4944.84| 10.20000 4722.60| Steel Beam Guardrail, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -20 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 630C001 1.000 EACH| 680.38000 680.38| 650.00000 650.00| Guardrail End Anchor, Type 8 | | | 1250 630C003 4.000 EACH| 994.40000 3977.60| 950.00000 3800.00| Guardrail End Anchor, Type 13 | | | 1260 630C050 1.000 EACH| 1884.13000 1884.13| 1800.00000 1800.00| Guardrail End Anchor, Type 20 Series | | | 1270 630C070 4.000 EACH| 1308.43000 5233.72| 1250.00000 5000.00| Guardrail End Anchor, Type 10 Series | | | 1280 634D004 2.000 EACH| 340.00000 680.00| 308.00000 616.00| Gate, 14 Feet Wide, Complete With | | | Fittings (Without Barbed Wire) | | | 1290 635A000 15663.000 LF | 4.47000 70013.61| 4.05000 63435.15| Woven Wire Fence | | | 1300 641A049 540.000 LF | 9.21000 4973.40| 25.00000 13500.00| 6 Inch P.V.C. Water Main Laid | | | 1310 641A052 4700.000 LF | 11.93000 56071.00| 28.00000 131600.00| 8 Inch P.V.C. Water Main Laid | | | 1320 641A062 750.000 LF | 6.28000 4710.00| 20.00000 15000.00| 3 Inch P.V.C. Water Main Laid | | | 1330 641A068 1550.000 LF | 15.60000 24180.00| 27.00000 41850.00| 3 Inch D. I. Water Main Laid | | | 1340 641A081 445.000 LF | 18.00000 8010.00| 35.00000 15575.00| 8 Inch D.I. Water Main Laid (Restrained | | | Joint) | | | 1350 642A000 3.000 EACH| 2407.50000 7222.50| 1500.00000 4500.00| Fire Hydrant Reset | | | 1360 646A052 1000.000 LF | 26.95000 26950.00| 27.00000 27000.00| 2 Inch Welded Steel Gas Line Laid | | | 1370 646A062 1230.000 LF | 13.75000 16912.50| 18.00000 22140.00| 2 Inch P.E. Gas Line Laid | | | 1380 646A077 120.000 LF | 11.99000 1438.80| 18.00000 2160.00| 1Inch P.E. Gas Service Line Laid | | | 1390 649A000 120.000 LF | 15.95000 1914.00| 25.00000 3000.00| 2 Inch Encasement Pipe, Type 1 | | | Installation | | | 1400 649A003 280.000 LF | 60.50000 16940.00| 30.00000 8400.00| 4 Inch Encasement Pipe, Type 1 | | | Installation | | | 1410 649A004 160.000 LF | 66.00000 10560.00| 40.00000 6400.00| 6 Inch Encasement Pipe, Type 1 | | | Installation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -21 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1420 649A005 245.000 LF | 47.10000 11539.50| 50.00000 12250.00| 8 Inch Encasement Pipe, Type 1 | | | Installation | | | 1430 649A007 130.000 LF | 56.52000 7347.60| 60.00000 7800.00| 12 Inch Encasement Pipe, Type 1 | | | Installation | | | 1440 649A028 865.000 LF | 69.09000 59762.85| 70.00000 60550.00| 16 Inch Encasement Pipe, Type 1 | | | Installation | | | 1450 650B000 50201.000 CYIP| 2.00000 100402.00| 1.50000 75301.50| Topsoil From Stockpiles | | | 1460 652A050 74.000 ACRE| 575.00000 42550.00| 409.50000 30303.00| Seeding (Mix 1A) | | | 1470 652A053 18.000 ACRE| 625.00000 11250.00| 409.50000 7371.00| Seeding (Mix 1E) | | | 1480 652B050 55.000 ACRE| 470.00000 25850.00| 367.50000 20212.50| Temporary Seeding (Mix 1AT) | | | 1490 652C000 147.000 ACRE| 42.00000 6174.00| 29.40000 4321.80| Mowing | | | 1500 652D050 55.000 ACRE| 525.00000 28875.00| 367.50000 20212.50| Seeding In Stubble (Mix 1A) | | | 1510 654A000 6392.000 SQYD| 3.44000 21988.48| 3.41000 21796.72| Solid Sodding | | | 1520 656A000 129.000 ACRE| 425.00000 54825.00| 367.50000 47407.50| Mulching, Class A, Type 1 | | | 1530 656A001 18.000 ACRE| 540.00000 9720.00| 420.00000 7560.00| Mulching, Class A, Type 2 | | | 1540 659A001 5388.000 SQYD| 1.80000 9698.40| 3.15000 16972.20| Erosion Control Netting, Class B | | | 1550 665A000 147.000 ACRE| 365.00000 53655.00| 341.25000 50163.75| Temporary Seeding | | | 1560 665B000 147.000 ACRE| 365.00000 53655.00| 367.50000 54022.50| Temporary Mulching | | | 1570 665C000 1305.000 LF | 19.61000 25591.05| 13.00000 16965.00| 15" Temporary Pipe | | | 1580 665F000 1890.000 EACH| 5.68000 10735.20| 4.00000 7560.00| Hay Bales | | | 1590 665G000 300.000 EACH| 1.00000 300.00| 2.00000 600.00| Sand Bags | | | 1600 665I000 6254.000 TON | 20.28000 126831.12| 17.50000 109445.00| Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -22 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1610 665J000 30050.000 LF | 4.76000 143038.00| 3.00000 90150.00| Silt Fence, Type A | | | 1620 665K000 816.000 CUYD| 7.67000 6258.72| 3.00000 2448.00| Drainage Sump Excavation | | | 1630 680A000 LUMP| 175000.00000 175000.00| 158000.00000 158000.00| Engineering Controls | | | 1640 701A004 3.000 MILE| 334.96000 1004.88| 320.00000 960.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 1650 701A012 4.000 MILE| 334.96000 1339.84| 320.00000 1280.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 1660 701B000 325.000 LF | 0.26000 84.50| 0.25000 81.25| Dotted Class 1, Type A Traffic Stripe | | | 1670 701C003 5.000 MILE| 355.89000 1779.45| 340.00000 1700.00| Solid Temporary Traffic Stripe (Paint) | | | 1680 701G124 1520.000 LF | 2.68000 4073.60| 2.56000 3891.20| Solid White, Class 3W, Type A Traffic | | | Stripe | | | 1690 701G132 1520.000 LF | 2.83000 4301.60| 2.70000 4104.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 1700 703A002 3314.000 SQFT| 1.88000 6230.32| 1.80000 5965.20| Traffic Control Markings, Class 2, Type | | | A | | | 1710 703B002 140.000 SQFT| 2.93000 410.20| 2.80000 392.00| Traffic Control Legends, Class 2, Type A| | | 1720 705A023 23.000 EACH| 5.50000 126.50| 5.25000 120.75| Pavement Markers, Class C, Type 2-D | | | 1730 705A032 150.000 EACH| 5.23000 784.50| 5.00000 750.00| Pavement Markers, Class A-H, Type 1-B | | | 1740 705A037 59.000 EACH| 5.50000 324.50| 5.25000 309.75| Pavement Markers, Class A-H, Type 2-D | | | 1750 705A038 75.000 EACH| 5.50000 412.50| 5.25000 393.75| Pavement Markers, Class A-H, Type 2-E | | | 1760 710A115 49.000 SQFT| 15.51000 759.99| 14.84000 727.16| Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1770 710B001 98.000 LF | 6.38000 625.24| 6.10000 597.80| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 006 -23 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20000929006 COUNTIES : JEFFERSON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 14007 | |RACON, INC. |W. S. NEWELL & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1780 713A000 75.000 LF | 102.06000 7654.50| 97.50000 7312.50| Permanent Barricades | | | 1790 726B000 800.000 LF | 44.57000 35656.00| 43.50000 34800.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1800 740B000 194.000 SQFT| 11.40000 2211.60| 7.50000 1455.00| Construction Signs | | | 1810 740D000 43.000 EACH| 41.37000 1778.91| 40.00000 1720.00| Channelizing Drums | | | 1820 740E000 50.000 EACH| 12.00000 600.00| 3.00000 150.00| Cones (36 Inches High) | | | 1830 740F002 12.000 EACH| 201.23000 2414.76| 190.00000 2280.00| Barricades, Type III | | | 1840 740I005 6.000 EACH| 727.53000 4365.18| 795.00000 4770.00| Warning Lights, Type B (Detachable Head)| | | 1850 740M000 50.000 EACH| 7.56000 378.00| 1.00000 50.00| Weight For Cone | | | 1860 998A000 LUMP| 0.00000 0.00| 390012.00000 390012.00| Construction Fuel (Maximum Bid Limited | | | To $ 1,533,000.00) | | | 1870 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 19,625,675.73| $ 21,512,083.87| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 19,625,675.73| $ 21,512,083.87| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -1 VENDOR RANKING CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 500 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : APD-471(74) for constructing the Bridges (Dual) at four locations on Corridor "X" from the New River to S.R.#13. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 14,111,591.42 100.0000% 2 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 14,891,964.80 105.5300% 3 02006 RAY BELL CONSTRUCTION CO., INC. $ 15,141,974.00 107.3016% 4 04017 DEMENT CONSTRUCTION COMPANY $ 15,441,248.34 109.4224% 5 10016 JONES BROS., INC. $ 17,913,750.05 126.9435% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -2 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 04008 |(3) 02006 |CLARK CONSTRUCTION CO., INC.|R. R. DAWSON BRIDGE COMPANY,|RAY BELL CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 300000.00000 300000.00| 245000.00000 245000.00| 50000.00000 50000.00 Clearing & Grubbing (Approximately 4 | | | Hectacres) | | | 0020 210A000 500.000 M3 | 3.00000 1500.00| 6.60000 3300.00| 10.00000 5000.00 Unclassified Excavation | | | 0030 210D000 16000.000 M3 | 3.00000 48000.00| 2.00000 32000.00| 10.00000 160000.00 Borrow Excavation | | | 0040 502A000 1023950.000 KG | 0.78000 798681.00| 1.01000 1034189.50| 0.90000 921555.00 Steel Reinforcement | | | 0050 502B000 LUMP| 165000.00000 165000.00| 196000.00000 196000.00| 174060.00000 174060.00 Steel Reinforcement For Bridge | | | Superstructure, Sta.184+69, EBL, | | | Approximately 193400 Kg | | | 0060 502B001 LUMP| 195000.00000 195000.00| 232000.00000 232000.00| 205740.00000 205740.00 Steel Reinforcement For Bridge | | | Superstructure Sta.183+89, WBL, | | | Approximately 228600 Kg | | | 0070 502B002 LUMP| 62500.00000 62500.00| 76000.00000 76000.00| 67185.00000 67185.00 Steel Reinforcement For Bridge | | | Superstructure Sta.215+57.47, EBL, | | | Approximately 74650 Kg | | | 0080 502B003 LUMP| 62500.00000 62500.00| 75000.00000 75000.00| 66735.00000 66735.00 Steel Reinforcement For Bridge | | | Superstructure Sta.215+57.47, WBL, | | | Approximately 74150 Kg | | | 0090 502B004 LUMP| 34500.00000 34500.00| 47000.00000 47000.00| 41670.00000 41670.00 Steel Reinforcement For Bridge | | | Superstructure Sta232+43.366, EBL, | | | Approximately 46300 Kg | | | 0100 502B005 LUMP| 34500.00000 34500.00| 47000.00000 47000.00| 41670.00000 41670.00 Steel Reinforcement For Bridge | | | Superstructure Sta.232+20.486, WBL, | | | Approximately 46300 Kg | | | 0110 502B006 LUMP| 34500.00000 34500.00| 44000.00000 44000.00| 38970.00000 38970.00 Steel Reinforcement For Bridge | | | Superstructure Sta.247+63.223, EBL, | | | Approximately 43300 Kg | | | 0120 502B007 LUMP| 34500.00000 34500.00| 44000.00000 44000.00| 38970.00000 38970.00 Steel Reinforcement For Bridge | | | Superstructure Sta.247+77.413, WBL, | | | Approximately 43300 Kg | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -3 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 04008 |(3) 02006 |CLARK CONSTRUCTION CO., INC.|R. R. DAWSON BRIDGE COMPANY,|RAY BELL CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 505C002 605.000 M | 60.00000 36300.00| 85.00000 51425.00| 85.00000 51425.00 Steel Piling (HP 310x79) | | | 0140 505G003 56.000 EACH| 60.00000 3360.00| 85.00000 4760.00| 110.00000 6160.00 Pile Points (Type A, 310 mm) | | | 0150 506A000 23.000 M | 495.00000 11385.00| 575.00000 13225.00| 650.00000 14950.00 Drilled Shaft Excavation, 1370 mm | | | Diameter | | | 0160 506A001 7.000 M | 660.00000 4620.00| 950.00000 6650.00| 1240.00000 8680.00 Drilled Shaft Excavation, 1830 mm | | | Diameter | | | 0170 506A005 338.000 M | 445.00000 150410.00| 333.00000 112554.00| 390.00000 131820.00 Drilled Shaft Excavation, 1070 mm | | | Diameter | | | 0180 506A006 88.000 M | 600.00000 52800.00| 750.00000 66000.00| 910.00000 80080.00 Drilled Shaft Excavation, 1680 mm | | | Diameter | | | 0190 506A007 66.000 M | 800.00000 52800.00| 1600.00000 105600.00| 1830.00000 120780.00 Drilled Shaft Excavation, 2440 mm | | | Diameter | | | 0200 506A009 8.000 M | 800.00000 6400.00| 1450.00000 11600.00| 1630.00000 13040.00 Drilled Shaft Excavation, 2290 mm | | | Diameter | | | 0210 506A010 58.000 M | 750.00000 43500.00| 1000.00000 58000.00| 1280.00000 74240.00 Drilled Shaft Excavation, 1980 mm | | | Diameter | | | 0220 506B002 163.000 M | 600.00000 97800.00| 575.00000 93725.00| 785.00000 127955.00 Special Drilled Shaft Excavation, 1070 | | | mm Diameter | | | 0230 506B004 80.000 M | 800.00000 64000.00| 1300.00000 104000.00| 1880.00000 150400.00 Special Drilled Shaft Excavation, 1370 | | | mm Diameter | | | 0240 506B006 95.000 M | 1100.00000 104500.00| 1450.00000 137750.00| 2020.00000 191900.00 Special Drilled Shaft Excavation, 1680 | | | mm Diameter | | | 0250 506B007 58.000 M | 1300.00000 75400.00| 1650.00000 95700.00| 2180.00000 126440.00 Special Drilled Shaft Excavation, 1830 | | | mm Diameter | | | 0260 506B008 70.000 M | 1500.00000 105000.00| 2000.00000 140000.00| 2540.00000 177800.00 Special Drill Shaft Excavtion, 1980 | | | Millimeter Diameter | | | 0270 506B010 61.000 M | 1700.00000 103700.00| 2900.00000 176900.00| 3600.00000 219600.00 Special Drilled Shaft Excavation, 2290 | | | Millimeter Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -4 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 04008 |(3) 02006 |CLARK CONSTRUCTION CO., INC.|R. R. DAWSON BRIDGE COMPANY,|RAY BELL CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 506B011 169.000 M | 1800.00000 304200.00| 3000.00000 507000.00| 5000.00000 845000.00 Special Drilled Shaft Excavation, 2440 | | | mm Diameter | | | 0290 506C041 502.000 M | 400.00000 200800.00| 170.00000 85340.00| 260.00000 130520.00 Drilled Shaft Construction, 1070 mm | | | Diameter, Class DS1 Concrete | | | 0300 506C043 103.000 M | 400.00000 41200.00| 375.00000 38625.00| 540.00000 55620.00 Drilled Shaft Construction, 1370 mm | | | Diameter, Class DS1 Concrete | | | 0310 506C045 183.000 M | 750.00000 137250.00| 375.00000 68625.00| 615.00000 112545.00 Drilled Shaft Construction, 1680 mm | | | Diameter, Class DS1 Concrete | | | 0320 506C046 65.000 M | 825.00000 53625.00| 450.00000 29250.00| 630.00000 40950.00 Drilled Shaft Construction, 1830 mm | | | Diameter, Class DS1 Concrete | | | 0330 506C047 128.000 M | 900.00000 115200.00| 525.00000 67200.00| 730.00000 93440.00 Drilled Shaft Construction, 1980 mm | | | Diameter, Class DS1 Concrete | | | 0340 506C050 69.000 M | 925.00000 63825.00| 750.00000 51750.00| 925.00000 63825.00 Drilled Shaft Construction, 2290 mm | | | Diameter, Class DS1 Concrete | | | 0350 506C051 235.000 M | 1000.00000 235000.00| 800.00000 188000.00| 1100.00000 258500.00 Drilled Shaft Construction,2440 mm | | | Diameter,Class DS1 Concrete | | | 0360 506D000 118.000 M | 742.00000 87556.00| 125.00000 14750.00| 250.00000 29500.00 Exploration Below Drilled Shaft | | | 0370 506F005 48.000 M | 600.00000 28800.00| 1000.00000 48000.00| 1320.00000 63360.00 Permanent Drilled Shaft Casing, 2440 mm | | | Diameter | | | 0380 506G001 2.000 EACH| 400.00000 800.00| 1100.00000 2200.00| 2600.00000 5200.00 Crosshole Sonic Logging 1070 mm Diameter| | | 0390 506G003 2.000 EACH| 450.00000 900.00| 1700.00000 3400.00| 2600.00000 5200.00 Crosshole Sonic Logging 1370 mm Diameter| | | 0400 506G005 6.000 EACH| 700.00000 4200.00| 3400.00000 20400.00| 5200.00000 31200.00 Crosshole Sonic Logging 1680 mm Diameter| | | 0410 506G006 8.000 EACH| 700.00000 5600.00| 3400.00000 27200.00| 5200.00000 41600.00 Crosshole Sonic Logging, 1830 mm | | | Diameter | | | 0420 506G007 4.000 EACH| 700.00000 2800.00| 4000.00000 16000.00| 5200.00000 20800.00 Crosshole Sonic Logging 1980 mm Diameter| | | 0430 506G009 8.000 EACH| 700.00000 5600.00| 4600.00000 36800.00| 5200.00000 41600.00 Crosshole Sonic Logging,2290mm Dia. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -5 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 04008 |(3) 02006 |CLARK CONSTRUCTION CO., INC.|R. R. DAWSON BRIDGE COMPANY,|RAY BELL CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 506G010 8.000 EACH| 700.00000 5600.00| 4600.00000 36800.00| 5200.00000 41600.00 Crosshole Sonic Logging 2440 mm Diameter| | | 0450 508A000 38800.000 KG | 5.00000 194000.00| 6.00000 232800.00| 5.40000 209520.00 Structural Steel | | | 0460 510A000 5348.000 M3 | 371.30000 1985712.40| 360.00000 1925280.00| 315.00000 1684620.00 Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 750000.00000 750000.00| 727000.00000 727000.00| 750000.00000 750000.00 Bridge Concrete Superstructure, | | | Sta.184+69, EBL, Approximately 1615 Cu. | | | Meters | | | 0480 510C052 LUMP| 871000.00000 871000.00| 859000.00000 859000.00| 875000.00000 875000.00 Bridge Concrete Superstructure, | | | Sta.183+89, WBL, Approximately 1909 Cu. | | | Meters | | | 0490 510C053 LUMP| 275000.00000 275000.00| 272000.00000 272000.00| 265000.00000 265000.00 Bridge Concrete Superstructure, | | | Sta.215+57.47, EBL, Approximately 604 | | | Cu Meters | | | 0500 510C054 LUMP| 275000.00000 275000.00| 274000.00000 274000.00| 265000.00000 265000.00 Bridge Concrete Superstructure, | | | Sta.215+57.47, WBL, Approximately 608 | | | Cu Meters | | | 0510 510C055 LUMP| 180000.00000 180000.00| 176000.00000 176000.00| 180000.00000 180000.00 Bridge Concrete Superstructure, | | | Sta.232+43.366, EBL, Approximately 391 | | | Cu. Meters | | | 0520 510C056 LUMP| 180000.00000 180000.00| 176000.00000 176000.00| 180000.00000 180000.00 Bridge Concrete Superstructure, | | | Sta.232+20.486, WBL, Approximately 391 | | | Cu. Meters | | | 0530 510C057 LUMP| 160000.00000 160000.00| 164000.00000 164000.00| 165000.00000 165000.00 Bridge Concrete Superstructure, | | | Sta.247+63.223, EBL, Approximately 365 | | | Cu. Meters | | | 0540 510C058 LUMP| 160000.00000 160000.00| 164000.00000 164000.00| 165000.00000 165000.00 Bridge Concrete Superstructure, | | | Sta.247+77.413, WBL, Approximately 365 | | | Cu. Meters | | | 0550 510E000 18488.000 M2 | 2.00000 36976.00| 2.50000 46220.00| 2.00000 36976.00 Grooving Concrete Bridge Decks | | | 0560 511A001 272.000 EACH| 125.00000 34000.00| 150.00000 40800.00| 80.00000 21760.00 Elastomeric Bearings, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -6 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 04008 |(3) 02006 |CLARK CONSTRUCTION CO., INC.|R. R. DAWSON BRIDGE COMPANY,|RAY BELL CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 511A004 288.000 EACH| 155.00000 44640.00| 450.00000 129600.00| 540.00000 155520.00 Elastomeric Bearings, Type 4 | | | 0580 513B015 660.000 M | 315.00000 207900.00| 290.00000 191400.00| 350.00000 231000.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1370 (Specialty Item) | | | 0590 513B017 6907.000 M | 335.00000 2313845.00| 325.00000 2244775.00| 350.00000 2417450.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1830 (Specialty Item) | | | 0600 513B019 2810.000 M | 335.00000 941350.00| 342.00000 961020.00| 350.00000 983500.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1600 (Specialty Item) | | | 0610 600A000 LUMP| 1200000.00000 1200000.00| 1028000.00000 1028000.00| 612950.00000 612950.00 Mobilization | | | 0620 609A000 500.000 M2 | 3.00000 1500.00| 19.80000 9900.00| 25.00000 12500.00 Aggregate Slope Protection | | | 0630 610C001 4506.000 MTON| 18.00000 81108.00| 19.80000 89218.80| 25.00000 112650.00 Loose Riprap, Class 2 | | | 0640 610D000 1599.000 M2 | 3.50000 5596.50| 15.40000 24624.60| 20.00000 31980.00 Filter Blanket | | | 0650 614A001 810.000 M3 | 175.00000 141750.00| 309.00000 250290.00| 440.00000 356400.00 Slope Paving (Under Bridges) | | | 0660 652A050 4.000 HA | 963.00000 3852.00| 2112.00000 8448.00| 2600.00000 10400.00 Seeding (Mix 1A) | | | 0670 652B050 4.000 HA | 963.00000 3852.00| 794.00000 3176.00| 945.00000 3780.00 Temporary Seeding (Mix 1AT) | | | 0680 652D050 4.000 HA | 963.00000 3852.00| 1828.00000 7312.00| 2200.00000 8800.00 Seeding In Stubble (Mix 1A) | | | 0690 654A001 75.000 M2 | 4.00000 300.00| 6.18000 463.50| 9.00000 675.00 Solid Sodding (Bermuda) | | | 0700 656A000 4.000 HA | 9.88000 39.52| 1130.00000 4520.00| 1400.00000 5600.00 Mulching, Class A, Type 1 | | | 0710 659A001 1000.000 M2 | 4.00000 4000.00| 3.30000 3300.00| 6.00000 6000.00 Erosion Control Netting, Class B | | | 0720 665F000 136.000 EACH| 5.00000 680.00| 5.50000 748.00| 8.00000 1088.00 Hay Bales | | | 0730 665I000 336.000 MTON| 25.00000 8400.00| 19.80000 6652.80| 25.00000 8400.00 Temporary Riprap, Class 2 | | | 0740 665J000 1294.000 M | 14.00000 18116.00| 15.40000 19927.60| 20.00000 25880.00 Silt Fence, Type A | | | 0750 665K000 480.000 M3 | 10.00000 4800.00| 22.00000 10560.00| 26.00000 12480.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -7 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 04008 |(3) 02006 |CLARK CONSTRUCTION CO., INC.|R. R. DAWSON BRIDGE COMPANY,|RAY BELL CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 680A000 LUMP| 10000.00000 10000.00| 230000.00000 230000.00| 100000.00000 100000.00 Engineering Controls | | | 0770 740B000 31.000 M2 | 110.00000 3410.00| 110.00000 3410.00| 160.00000 4960.00 Construction Signs | | | 0780 998A000 LUMP| 30000.00000 30000.00| 108000.00000 108000.00| 50000.00000 50000.00 Construction Fuel (Maximum Bid Limited | | | To $ 380,000.00) | | | 0790 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| 0.80000 4800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 14,111,591.42| $ 14,891,964.80| $ 15,141,974.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 14,111,591.42| $ 14,891,964.80| $ 15,141,974.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -8 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 04017 |(5) 10016 | |DEMENT CONSTRUCTION COMPANY |JONES BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 1000000.00000 1000000.00| 872000.00000 872000.00| Clearing & Grubbing (Approximately 4 | | | Hectacres) | | | 0020 210A000 500.000 M3 | 16.00000 8000.00| 10.00000 5000.00| Unclassified Excavation | | | 0030 210D000 16000.000 M3 | 5.00000 80000.00| 8.00000 128000.00| Borrow Excavation | | | 0040 502A000 1023950.000 KG | 0.85000 870357.50| 1.36000 1392572.00| Steel Reinforcement | | | 0050 502B000 LUMP| 178000.00000 178000.00| 230000.00000 230000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta.184+69, EBL, | | | Approximately 193400 Kg | | | 0060 502B001 LUMP| 210000.00000 210000.00| 260000.00000 260000.00| Steel Reinforcement For Bridge | | | Superstructure Sta.183+89, WBL, | | | Approximately 228600 Kg | | | 0070 502B002 LUMP| 68000.00000 68000.00| 90000.00000 90000.00| Steel Reinforcement For Bridge | | | Superstructure Sta.215+57.47, EBL, | | | Approximately 74650 Kg | | | 0080 502B003 LUMP| 68000.00000 68000.00| 90000.00000 90000.00| Steel Reinforcement For Bridge | | | Superstructure Sta.215+57.47, WBL, | | | Approximately 74150 Kg | | | 0090 502B004 LUMP| 43000.00000 43000.00| 65000.00000 65000.00| Steel Reinforcement For Bridge | | | Superstructure Sta232+43.366, EBL, | | | Approximately 46300 Kg | | | 0100 502B005 LUMP| 43000.00000 43000.00| 65000.00000 65000.00| Steel Reinforcement For Bridge | | | Superstructure Sta.232+20.486, WBL, | | | Approximately 46300 Kg | | | 0110 502B006 LUMP| 40000.00000 40000.00| 65000.00000 65000.00| Steel Reinforcement For Bridge | | | Superstructure Sta.247+63.223, EBL, | | | Approximately 43300 Kg | | | 0120 502B007 LUMP| 40000.00000 40000.00| 65000.00000 65000.00| Steel Reinforcement For Bridge | | | Superstructure Sta.247+77.413, WBL, | | | Approximately 43300 Kg | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -9 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 04017 |(5) 10016 | |DEMENT CONSTRUCTION COMPANY |JONES BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 505C002 605.000 M | 70.00000 42350.00| 100.00000 60500.00| Steel Piling (HP 310x79) | | | 0140 505G003 56.000 EACH| 100.00000 5600.00| 100.00000 5600.00| Pile Points (Type A, 310 mm) | | | 0150 506A000 23.000 M | 525.00000 12075.00| 500.00000 11500.00| Drilled Shaft Excavation, 1370 mm | | | Diameter | | | 0160 506A001 7.000 M | 892.00000 6244.00| 850.00000 5950.00| Drilled Shaft Excavation, 1830 mm | | | Diameter | | | 0170 506A005 338.000 M | 303.00000 102414.00| 289.00000 97682.00| Drilled Shaft Excavation, 1070 mm | | | Diameter | | | 0180 506A006 88.000 M | 698.00000 61424.00| 665.00000 58520.00| Drilled Shaft Excavation, 1680 mm | | | Diameter | | | 0190 506A007 66.000 M | 1472.00000 97152.00| 1402.00000 92532.00| Drilled Shaft Excavation, 2440 mm | | | Diameter | | | 0200 506A009 8.000 M | 1312.00000 10496.00| 1250.00000 10000.00| Drilled Shaft Excavation, 2290 mm | | | Diameter | | | 0210 506A010 58.000 M | 969.00000 56202.00| 923.00000 53534.00| Drilled Shaft Excavation, 1980 mm | | | Diameter | | | 0220 506B002 163.000 M | 527.00000 85901.00| 502.00000 81826.00| Special Drilled Shaft Excavation, 1070 | | | mm Diameter | | | 0230 506B004 80.000 M | 1209.00000 96720.00| 1152.00000 92160.00| Special Drilled Shaft Excavation, 1370 | | | mm Diameter | | | 0240 506B006 95.000 M | 1315.00000 124925.00| 1252.00000 118940.00| Special Drilled Shaft Excavation, 1680 | | | mm Diameter | | | 0250 506B007 58.000 M | 1502.00000 87116.00| 1430.00000 82940.00| Special Drilled Shaft Excavation, 1830 | | | mm Diameter | | | 0260 506B008 70.000 M | 1826.00000 127820.00| 1739.00000 121730.00| Special Drill Shaft Excavtion, 1980 | | | Millimeter Diameter | | | 0270 506B010 61.000 M | 2662.00000 162382.00| 2535.00000 154635.00| Special Drilled Shaft Excavation, 2290 | | | Millimeter Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -10 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 04017 |(5) 10016 | |DEMENT CONSTRUCTION COMPANY |JONES BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 506B011 169.000 M | 2772.00000 468468.00| 2640.00000 446160.00| Special Drilled Shaft Excavation, 2440 | | | mm Diameter | | | 0290 506C041 502.000 M | 155.00000 77810.00| 148.00000 74296.00| Drilled Shaft Construction, 1070 mm | | | Diameter, Class DS1 Concrete | | | 0300 506C043 103.000 M | 351.00000 36153.00| 334.00000 34402.00| Drilled Shaft Construction, 1370 mm | | | Diameter, Class DS1 Concrete | | | 0310 506C045 183.000 M | 351.00000 64233.00| 334.00000 61122.00| Drilled Shaft Construction, 1680 mm | | | Diameter, Class DS1 Concrete | | | 0320 506C046 65.000 M | 425.00000 27625.00| 405.00000 26325.00| Drilled Shaft Construction, 1830 mm | | | Diameter, Class DS1 Concrete | | | 0330 506C047 128.000 M | 485.00000 62080.00| 462.00000 59136.00| Drilled Shaft Construction, 1980 mm | | | Diameter, Class DS1 Concrete | | | 0340 506C050 69.000 M | 682.00000 47058.00| 650.00000 44850.00| Drilled Shaft Construction, 2290 mm | | | Diameter, Class DS1 Concrete | | | 0350 506C051 235.000 M | 736.00000 172960.00| 701.00000 164735.00| Drilled Shaft Construction,2440 mm | | | Diameter,Class DS1 Concrete | | | 0360 506D000 118.000 M | 115.00000 13570.00| 110.00000 12980.00| Exploration Below Drilled Shaft | | | 0370 506F005 48.000 M | 926.00000 44448.00| 882.00000 42336.00| Permanent Drilled Shaft Casing, 2440 mm | | | Diameter | | | 0380 506G001 2.000 EACH| 1050.00000 2100.00| 1000.00000 2000.00| Crosshole Sonic Logging 1070 mm Diameter| | | 0390 506G003 2.000 EACH| 1575.00000 3150.00| 1500.00000 3000.00| Crosshole Sonic Logging 1370 mm Diameter| | | 0400 506G005 6.000 EACH| 3150.00000 18900.00| 3000.00000 18000.00| Crosshole Sonic Logging 1680 mm Diameter| | | 0410 506G006 8.000 EACH| 3150.00000 25200.00| 3000.00000 24000.00| Crosshole Sonic Logging, 1830 mm | | | Diameter | | | 0420 506G007 4.000 EACH| 3675.00000 14700.00| 3500.00000 14000.00| Crosshole Sonic Logging 1980 mm Diameter| | | 0430 506G009 8.000 EACH| 4200.00000 33600.00| 4000.00000 32000.00| Crosshole Sonic Logging,2290mm Dia. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -11 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 04017 |(5) 10016 | |DEMENT CONSTRUCTION COMPANY |JONES BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 506G010 8.000 EACH| 4200.00000 33600.00| 4000.00000 32000.00| Crosshole Sonic Logging 2440 mm Diameter| | | 0450 508A000 38800.000 KG | 5.00000 194000.00| 7.00000 271600.00| Structural Steel | | | 0460 510A000 5348.000 M3 | 358.00000 1914584.00| 475.00000 2540300.00| Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 845000.00000 845000.00| 1000000.00000 1000000.00| Bridge Concrete Superstructure, | | | Sta.184+69, EBL, Approximately 1615 Cu. | | | Meters | | | 0480 510C052 LUMP| 995000.00000 995000.00| 1100000.00000 1100000.00| Bridge Concrete Superstructure, | | | Sta.183+89, WBL, Approximately 1909 Cu. | | | Meters | | | 0490 510C053 LUMP| 310000.00000 310000.00| 340000.00000 340000.00| Bridge Concrete Superstructure, | | | Sta.215+57.47, EBL, Approximately 604 | | | Cu Meters | | | 0500 510C054 LUMP| 310000.00000 310000.00| 340000.00000 340000.00| Bridge Concrete Superstructure, | | | Sta.215+57.47, WBL, Approximately 608 | | | Cu Meters | | | 0510 510C055 LUMP| 225000.00000 225000.00| 260000.00000 260000.00| Bridge Concrete Superstructure, | | | Sta.232+43.366, EBL, Approximately 391 | | | Cu. Meters | | | 0520 510C056 LUMP| 225000.00000 225000.00| 260000.00000 260000.00| Bridge Concrete Superstructure, | | | Sta.232+20.486, WBL, Approximately 391 | | | Cu. Meters | | | 0530 510C057 LUMP| 200000.00000 200000.00| 240000.00000 240000.00| Bridge Concrete Superstructure, | | | Sta.247+63.223, EBL, Approximately 365 | | | Cu. Meters | | | 0540 510C058 LUMP| 200000.00000 200000.00| 240000.00000 240000.00| Bridge Concrete Superstructure, | | | Sta.247+77.413, WBL, Approximately 365 | | | Cu. Meters | | | 0550 510E000 18488.000 M2 | 2.00000 36976.00| 1.49000 27547.12| Grooving Concrete Bridge Decks | | | 0560 511A001 272.000 EACH| 150.00000 40800.00| 250.00000 68000.00| Elastomeric Bearings, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -12 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 04017 |(5) 10016 | |DEMENT CONSTRUCTION COMPANY |JONES BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 511A004 288.000 EACH| 600.00000 172800.00| 500.00000 144000.00| Elastomeric Bearings, Type 4 | | | 0580 513B015 660.000 M | 290.00000 191400.00| 400.00000 264000.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-1370 (Specialty Item) | | | 0590 513B017 6907.000 M | 310.00000 2141170.00| 400.00000 2762800.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-1830 (Specialty Item) | | | 0600 513B019 2810.000 M | 310.00000 871100.00| 400.00000 1124000.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-1600 (Specialty Item) | | | 0610 600A000 LUMP| 1002521.00000 1002521.00| 800000.00000 800000.00| Mobilization | | | 0620 609A000 500.000 M2 | 6.75000 3375.00| 19.50000 9750.00| Aggregate Slope Protection | | | 0630 610C001 4506.000 MTON| 19.00000 85614.00| 19.50000 87867.00| Loose Riprap, Class 2 | | | 0640 610D000 1599.000 M2 | 2.00000 3198.00| 15.95000 25504.05| Filter Blanket | | | 0650 614A001 810.000 M3 | 281.00000 227610.00| 340.00000 275400.00| Slope Paving (Under Bridges) | | | 0660 652A050 4.000 HA | 1012.00000 4048.00| 963.69000 3854.76| Seeding (Mix 1A) | | | 0670 652B050 4.000 HA | 1012.00000 4048.00| 963.69000 3854.76| Temporary Seeding (Mix 1AT) | | | 0680 652D050 4.000 HA | 1012.00000 4048.00| 963.69000 3854.76| Seeding In Stubble (Mix 1A) | | | 0690 654A001 75.000 M2 | 4.20000 315.00| 4.00000 300.00| Solid Sodding (Bermuda) | | | 0700 656A000 4.000 HA | 1038.00000 4152.00| 988.40000 3953.60| Mulching, Class A, Type 1 | | | 0710 659A001 1000.000 M2 | 4.20000 4200.00| 4.50000 4500.00| Erosion Control Netting, Class B | | | 0720 665F000 136.000 EACH| 4.20000 571.20| 6.00000 816.00| Hay Bales | | | 0730 665I000 336.000 MTON| 21.21000 7126.56| 19.50000 6552.00| Temporary Riprap, Class 2 | | | 0740 665J000 1294.000 M | 8.82000 11413.08| 15.50000 20057.00| Silt Fence, Type A | | | 0750 665K000 480.000 M3 | 6.50000 3120.00| 20.00000 9600.00| Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 007 -13 TABULATION OF BIDS CALL ORDER : 007 CONTRACT ID : 20000929007 COUNTIES : MARION WALKER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 04017 |(5) 10016 | |DEMENT CONSTRUCTION COMPANY |JONES BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 680A000 LUMP| 120000.00000 120000.00| 200000.00000 200000.00| Engineering Controls | | | 0770 740B000 31.000 M2 | 175.00000 5425.00| 125.00000 3875.00| Construction Signs | | | 0780 998A000 LUMP| 200000.00000 200000.00| 1.00000 1.00| Construction Fuel (Maximum Bid Limited | | | To $ 380,000.00) | | | 0790 999 000 6000.000 HOUR| 0.80000 4800.00| 0.80000 4800.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 15,441,248.34| $ 17,913,750.05| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,441,248.34| $ 17,913,750.05| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 008 -1 VENDOR RANKING CALL ORDER : 008 CONTRACT ID : 20000929008 COUNTIES : MADISON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : HUNTSVILLE PROJECT(S) : IM-565-5(78) for constructing the Planing, Resurfacing, Traffic Stripe, Traffic Counting Units and Traffic Signal Loops on I-565 from MP 13.409 to MP 21.330 in Huntsville. Length 7.921 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING COMPANY, INC. $ 2,851,977.01 100.0000% 2 01018 APAC-ALABAMA, INC. $ 2,943,432.79 103.2067% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 008 -2 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20000929008 COUNTIES : MADISON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 19010 |(2) 01018 | |SHELBY CONTRACTING COMPANY, |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 404A000 13397.000 GAL | 1.16000 15540.52| 2.03000 27195.91| Fog Seal | | | 0020 405A000 25894.000 GAL | 0.09000 2330.46| 1.42000 36769.48| Tack Coat | | | 0030 408A052 431567.000 SY | 0.40000 172626.80| 0.57000 245993.19| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410H000 1.000 EACH| 5000.00000 5000.00| 59450.53000 59450.53| Material Remixing Device | | | 0050 420A011 11660.000 TON | 48.74000 568308.40| 51.92000 605387.20| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0060 424A281 35605.000 TON | 37.26000 1326642.30| 33.59000 1195971.95| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424A284 500.000 TON | 37.26000 18630.00| 45.80000 22900.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424A287 500.000 TON | 37.26000 18630.00| 45.80000 22900.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 600A000 LUMP| 35807.14000 35807.14| 30718.65000 30718.65| Mobilization | | | 0100 701A028 28.000 MILE| 1400.00000 39200.00| 1428.57000 39999.96| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A032 11.000 MILE| 1350.00000 14850.00| 1377.55000 15153.05| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A041 41.000 MILE| 850.00000 34850.00| 867.35000 35561.35| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A061 10.000 MILE| 6800.00000 68000.00| 6938.78000 69387.80| Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0140 701A065 6.000 MILE| 18000.00000 108000.00| 18367.35000 110204.10| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 008 -3 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20000929008 COUNTIES : MADISON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 19010 |(2) 01018 | |SHELBY CONTRACTING COMPANY, |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A073 6.000 MILE| 18700.00000 112200.00| 19081.63000 114489.78| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701B009 3475.000 LF | 0.75000 2606.25| 0.77000 2675.75| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701B016 2540.000 LF | 1.75000 4445.00| 1.79000 4546.60| Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0180 701C000 77.000 MILE| 320.00000 24640.00| 326.53000 25142.81| Broken Temporary Traffic Stripe | | | 0190 701C001 58.000 MILE| 360.00000 20880.00| 367.35000 21306.30| Solid Temporary Traffic Stripe | | | 0200 701D008 11.000 MILE| 2000.00000 22000.00| 2040.82000 22449.02| Solid Traffic Stripe Removed (Plastic) | | | 0210 701D015 10.000 MILE| 2000.00000 20000.00| 2040.82000 20408.20| Broken Traffic Stripe Removed (Plastic) | | | 0220 703A002 24131.000 SQFT| 2.25000 54294.75| 2.30000 55501.30| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 871.000 SQFT| 2.75000 2395.25| 2.81000 2447.51| Traffic Control Legends, Class 2, Type A| | | 0240 703D001 25922.000 SQFT| 1.00000 25922.00| 1.02000 26440.44| Temporary Traffic Control Markings | | | 0250 703E001 938.000 SQFT| 1.15000 1078.70| 1.17000 1097.46| Temporary Traffic Control Legends | | | 0260 705A011 1491.000 EACH| 5.00000 7455.00| 5.10000 7604.10| Pavement Markers, Class C, Type 1-A | | | 0270 705A030 392.000 EACH| 5.00000 1960.00| 5.10000 1999.20| Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 4984.000 EACH| 5.00000 24920.00| 5.10000 25418.40| Pavement Markers, Class A-H, Type 1-A | | | 0290 705A032 904.000 EACH| 5.00000 4520.00| 5.10000 4610.40| Pavement Markers, Class A-H, Type 1-B | | | 0300 730H000 6400.000 LF | 2.50000 16000.00| 2.55000 16320.00| Loop Detector | | | 0310 730I000 1300.000 LF | 0.25000 325.00| 0.26000 338.00| Shielded Loop Detector Home-Run Cable | | | 0320 731A002 2.000 EACH| 3710.00000 7420.00| 3775.51000 7551.02| Traffic Counting Units, Type C | | | 0330 731A003 4.000 EACH| 3501.25000 14005.00| 3572.70000 14290.80| Traffic Counting Units, Type D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 008 -4 TABULATION OF BIDS CALL ORDER : 008 CONTRACT ID : 20000929008 COUNTIES : MADISON LETTING DATE : 09/29/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 19010 |(2) 01018 | |SHELBY CONTRACTING COMPANY, |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 731A008 1.000 EACH| 5000.00000 5000.00| 5102.04000 5102.04| Traffic Counting Units, Type I | | | 0350 740B000 1202.000 SQFT| 10.32000 12404.64| 7.21000 8666.42| Construction Signs | | | 0360 740C000 178.000 SQFT| 12.60000 2242.80| 26.53000 4722.34| Special Construction Signs | | | 0370 740D000 300.000 EACH| 44.10000 13230.00| 8.40000 2520.00| Channelizing Drums | | | 0380 740E000 200.000 EACH| 0.00000 0.00| 0.01000 2.00| Cones (36 Inches High) | | | 0390 740M000 200.000 EACH| 0.00000 0.00| 0.01000 2.00| Weight For Cone | | | 0400 741C010 2.000 EACH| 2100.00000 4200.00| 743.16000 1486.32| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0410 742A001 3.000 EACH| 6195.00000 18585.00| 9289.47000 27868.41| Portable Changeable Message Signs, Type | | | 2 | | | 0420 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| Construction Fuel (Maximum Bid Limited | | | To $ 163,000.00) | | | 0430 999 000 1040.000 HOUR| 0.80000 832.00| 0.80000 832.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,851,977.01| $ 2,943,432.79| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,851,977.01| $ 2,943,432.79| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20000929021 COUNTIES : CHOCTAW SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPSA-CN00(3) for constructing the Guardrail and End Anchor Improvements on various routes as indicated in the plan assembly. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01010 ALABAMA GUARDRAIL, INC. $ 636,381.30 100.0000% 2 10026 JRD CONTRACTING, INC. $ 649,039.50 101.9890% 3 01029 ATWOOD FENCE COMPANY, INC. $ 656,408.00 103.1469% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20000929021 COUNTIES : CHOCTAW SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 01010 |(2) 10026 |(3) 01029 |ALABAMA GUARDRAIL, INC. |JRD CONTRACTING, INC. |ATWOOD FENCE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206E014 2.000 EACH| 200.00000 400.00| 500.00000 1000.00| 500.00000 1000.00 Removing Guardrail End Anchor (Type 2A) | | | 0020 206E019 2.000 EACH| 80.00000 160.00| 100.00000 200.00| 100.00000 200.00 Removing Guardrail End Anchor (Type 10) | | | 0030 210D001 38485.000 CYIP| 6.50000 250152.50| 5.90000 227061.50| 6.00000 230910.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 430B000 150.000 TNCP| 30.00000 4500.00| 30.00000 4500.00| 25.00000 3750.00 Aggregate Surfacing (AHD #467 Or #57) | | | 0050 600A000 LUMP| 22000.00000 22000.00| 35700.00000 35700.00| 35000.00000 35000.00 Mobilization | | | 0060 630A000 11226.000 LF | 9.80000 110014.80| 11.00000 123486.00| 11.00000 123486.00 Steel Beam Guardrail, Class A, Type 1 | | | 0070 630C001 4.000 EACH| 600.00000 2400.00| 550.00000 2200.00| 550.00000 2200.00 Guardrail End Anchor, Type 8 | | | 0080 630C005 20.000 EACH| 1400.00000 28000.00| 1500.00000 30000.00| 1500.00000 30000.00 Guardrail End Anchor, Type 14 | | | 0090 630C007 54.000 EACH| 1650.00000 89100.00| 1800.00000 97200.00| 1800.00000 97200.00 Guardrail End Anchor, Type 2A | | | 0100 630C050 62.000 EACH| 1300.00000 80600.00| 1700.00000 105400.00| 1700.00000 105400.00 Guardrail End Anchor, Type 20 Series | | | 0110 630C070 2.000 EACH| 1050.00000 2100.00| 1350.00000 2700.00| 1350.00000 2700.00 Guardrail End Anchor, Type 10 Series | | | 0120 652A056 5.000 ACRE| 2000.00000 10000.00| 500.00000 2500.00| 750.00000 3750.00 Seeding (Mix 2E) | | | 0130 656A001 5.000 ACRE| 1500.00000 7500.00| 500.00000 2500.00| 750.00000 3750.00 Mulching, Class A, Type 2 | | | 0140 665F000 300.000 EACH| 10.00000 3000.00| 5.00000 1500.00| 7.00000 2100.00 Hay Bales | | | 0150 665J000 500.000 LF | 8.50000 4250.00| 3.00000 1500.00| 7.00000 3500.00 Silt Fence, Type A | | | 0160 680A000 LUMP| 8000.00000 8000.00| 3500.00000 3500.00| 5000.00000 5000.00 Engineering Controls | | | 0170 740B000 384.000 SQFT| 18.50000 7104.00| 13.00000 4992.00| 8.00000 3072.00 Construction Signs | | | 0180 740D000 50.000 EACH| 45.00000 2250.00| 40.00000 2000.00| 35.00000 1750.00 Channelizing Drums | | | 0190 740E000 100.000 EACH| 42.50000 4250.00| 10.00000 1000.00| 9.90000 990.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20000929021 COUNTIES : CHOCTAW SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 01010 |(2) 10026 |(3) 01029 |ALABAMA GUARDRAIL, INC. |JRD CONTRACTING, INC. |ATWOOD FENCE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 740M000 100.000 EACH| 5.00000 500.00| 1.00000 100.00| 6.50000 650.00 Weight For Cone | | | 0210 998A000 LUMP| 100.00000 100.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 34,000.00) | | | SECTION TOTALS | $ 636,381.30| $ 649,039.50| $ 656,408.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 636,381.30| $ 649,039.50| $ 656,408.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20000929022 COUNTIES : CLARKE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPSA-CN00(4) for constructing the Resurfacing and Traffic Stripe at selected locations on S.R.#13 (U.S.#43) from north of C.R.#3 to just south of Grove Hill. Length 2.811 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 225,063.17 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 277,449.21 123.2761% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000929022 COUNTIES : CLARKE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 | |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2524.000 GAL | 0.72000 1817.28| 1.00000 2524.00| Tack Coat | | | 0020 420A011 2944.000 TON | 59.02000 173754.88| 75.00000 220800.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0030 600A000 LUMP| 11306.88000 11306.88| 7900.00000 7900.00| Mobilization | | | 0040 701A028 6.000 MILE| 1700.99000 10205.94| 1748.00000 10488.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0050 701A041 6.000 MILE| 515.45000 3092.70| 529.70000 3178.20| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0060 701A048 6.000 MILE| 1752.53000 10515.18| 1800.97000 10805.82| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0070 701C002 12.000 MILE| 185.56000 2226.72| 190.69000 2288.28| Broken Temporary Traffic Stripe (Paint) | | | 0080 701C003 12.000 MILE| 247.42000 2969.04| 254.25000 3051.00| Solid Temporary Traffic Stripe (Paint) | | | 0090 705A030 12.000 EACH| 5.05000 60.60| 5.19000 62.28| Pavement Markers, Class A-H, Type 2-C | | | 0100 705A031 175.000 EACH| 5.05000 883.75| 5.19000 908.25| Pavement Markers, Class A-H, Type 1-A | | | 0110 705A037 372.000 EACH| 5.05000 1878.60| 5.19000 1930.68| Pavement Markers, Class A-H, Type 2-D | | | 0120 740B000 260.000 SQFT| 13.08000 3400.80| 23.12000 6011.20| Construction Signs | | | 0130 740E000 75.000 EACH| 12.58000 943.50| 20.73000 1554.75| Cones (36 Inches High) | | | 0140 740M000 75.000 EACH| 7.94000 595.50| 9.29000 696.75| Weight For Cone | | | 0150 741C010 1.000 EACH| 1411.80000 1411.80| 5250.00000 5250.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0160 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 10,000.00) | | | SECTION TOTALS | $ 225,063.17| $ 277,449.21| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 225,063.17| $ 277,449.21| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20000929023 COUNTIES : BARBOUR DALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 HENRY OTHERS CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-CN00(5) for constructing the Installation of Guardrail and Guardrail End Anchors at various sites as indicated in the plan assembly. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08073 H & L GUARDRAIL, INC. $ 238,750.00 100.0000% 2 07001 S. A. GRAHAM COMPANY, INC. $ 258,025.50 108.0735% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000929023 COUNTIES : BARBOUR DALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 HENRY OTHERS SET-ASIDE : ==================================================================================================================================== |(1) 08073 |(2) 07001 | |H & L GUARDRAIL, INC. |S. A. GRAHAM COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 210D010 5300.000 CYIP| 10.35000 54855.00| 10.00000 53000.00| Borrow Excavation (A2 or Better) | | | 0020 600A000 LUMP| 12881.00000 12881.00| 16000.00000 16000.00| Mobilization | | | 0030 630A000 3475.000 LF | 14.00000 48650.00| 15.90000 55252.50| Steel Beam Guardrail, Class A, Type 1 | | | 0040 630A004 500.000 LF | 19.75000 9875.00| 23.00000 11500.00| Steel Beam Guardrail, Class B, Type 2 | | | 0050 630C031 20.000 EACH| 1500.00000 30000.00| 1650.00000 33000.00| Guardrail End Anchor, Type 14 (Modified)| | | 0060 630C050 12.000 EACH| 1750.00000 21000.00| 2065.00000 24780.00| Guardrail End Anchor, Type 20 Series | | | 0070 630C070 16.000 EACH| 1485.00000 23760.00| 1540.00000 24640.00| Guardrail End Anchor, Type 10 Series | | | 0080 652A061 2.000 ACRE| 900.00000 1800.00| 1250.00000 2500.00| Seeding (Mix 3E) | | | 0090 656A001 2.000 ACRE| 900.00000 1800.00| 1250.00000 2500.00| Mulching, Class A, Type 2 | | | 0100 665F000 100.000 EACH| 6.30000 630.00| 6.00000 600.00| Hay Bales | | | 0110 665J000 3000.000 LF | 5.50000 16500.00| 5.00000 15000.00| Silt Fence, Type A | | | 0120 680A000 LUMP| 4600.00000 4600.00| 4500.00000 4500.00| Engineering Controls | | | 0130 740B000 288.000 SQFT| 10.50000 3024.00| 13.50000 3888.00| Construction Signs | | | 0140 740D000 25.000 EACH| 46.00000 1150.00| 41.00000 1025.00| Channelizing Drums | | | 0150 740E000 100.000 EACH| 12.00000 1200.00| 13.25000 1325.00| Cones (36 Inches High) | | | 0160 740M000 100.000 EACH| 7.25000 725.00| 8.15000 815.00| Weight For Cone | | | 0170 741C010 1.000 EACH| 6200.00000 6200.00| 6200.00000 6200.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0180 998A000 LUMP| 100.00000 100.00| 1500.00000 1500.00| Construction Fuel (Maximum Bid Limited | | | To $ 8000.00) | | | SECTION TOTALS | $ 238,750.00| $ 258,025.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 238,750.00| $ 258,025.50| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 275 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-62(26) for constructing the Partial Grade and Drain, Pavement and Signing on S.R.#21 from north of Munford to north of Cooper Lane. Length 6.784 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 6,133,576.95 100.0000% 2 01018 APAC-ALABAMA, INC. $ 6,195,998.80 101.0177% 3 14007 W. S. NEWELL & SONS, INC. $ 6,426,908.44 104.7823% 4 07002 GOOD HOPE CONTRACTING CO., INC. $ 6,782,296.29 110.5765% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 |(3) 14007 |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 25000.00000 25000.00| 16674.00000 16674.00| 102000.00000 102000.00 Clearing & Grubbing (Approximately 6 | | | Acres) | | | 0020 206B000 LUMP| 1600.00000 1600.00| 2025.45000 2025.45| 1000.00000 1000.00 Removal Of Old Box Culvert Station | | | 681+39 | | | 0030 206B001 LUMP| 1850.00000 1850.00| 2025.45000 2025.45| 1000.00000 1000.00 Removal Of Old Box Culvert Station | | | 747+85 | | | 0040 206B002 LUMP| 2150.00000 2150.00| 2025.45000 2025.45| 1250.00000 1250.00 Removal Of Old Box Culvert Station | | | 806+14 | | | 0050 206D000 1007.000 LF | 5.50000 5538.50| 4.67000 4702.69| 2.00000 2014.00 Removing Pipe | | | 0060 206D001 100.000 LF | 1.25000 125.00| 1.31000 131.00| 1.25000 125.00 Removing Guardrail | | | 0070 206E000 14.000 EACH| 100.00000 1400.00| 126.55000 1771.70| 150.00000 2100.00 Removing Headwalls | | | 0080 206E019 16.000 EACH| 90.00000 1440.00| 94.50000 1512.00| 90.00000 1440.00 Removing Guardrail End Anchor (Type 10) | | | 0090 210A000 59513.000 CYIP| 4.50000 267808.50| 3.11000 185085.43| 1.95000 116050.35 Unclassified Excavation | | | 0100 210D000 21410.000 CYIP| 5.25000 112402.50| 1.00000 21410.00| 4.25000 90992.50 Borrow Excavation | | | 0110 214A000 1788.000 CUYD| 6.75000 12069.00| 5.32000 9512.16| 3.00000 5364.00 Structure Excavation | | | 0120 214B001 513.000 CUYD| 15.60000 8002.80| 19.94000 10229.22| 17.00000 8721.00 Foundation Backfill, Commercial | | | 0130 231B001 38533.000 TON | 12.25000 472029.25| 12.62000 486286.46| 12.25000 472029.25 Roadbed Stabilizing Material, AHD #467 | | | 0140 301A004 1331.000 SYCP| 3.85000 5124.35| 3.53000 4698.43| 3.52000 4685.12 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0150 301A012 180204.000 SYCP| 3.00000 540612.00| 3.84000 691983.36| 4.15000 747846.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 301A014 1789.000 SYCP| 6.00000 10734.00| 4.42000 7907.38| 5.09000 9106.01 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6.5" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 |(3) 14007 |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A016 95408.000 SYCP| 3.50000 333928.00| 4.70000 448417.60| 4.85000 462728.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | 0180 327E000 23202.000 TON | 23.00000 533646.00| 22.85000 530165.70| 19.80000 459399.60 Permeable Asphalt Treated Base | | | 0185 401A000 102636.000 SYCP| 0.50000 51318.00| 0.21000 21553.56| 0.25000 25659.00 Bituminous Treatment A | | | 0190 401B100 198282.000 SYCP| 0.55000 109055.10| 0.61000 120952.02| 0.60000 118969.20 Bituminous Treatment E (With Polymer | | | Additive) | | | 0200 401B108 79485.000 SYCP| 0.70000 55639.50| 0.73000 58024.05| 0.72000 57229.20 Bituminous Treatment G (With Polymer | | | Additive) | | | 0210 408A052 1870.000 SY | 2.50000 4675.00| 4.76000 8901.20| 5.07000 9480.90 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0220 408A059 6400.000 SY | 2.50000 16000.00| 1.54000 9856.00| 1.48000 9472.00 Planing Existing Pavement(Approximately | | | 8.10"Thru 9.0"Thick) | | | 0230 410B000 1.000 EACH| 6000.00000 6000.00| 10783.00000 10783.00| 10115.00000 10115.00 State Furnished Profilograph | | | 0240 424A260 13725.000 TON | 31.50000 432337.50| 30.45000 417926.25| 32.80000 450180.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0250 424A266 100.000 TON | 42.00000 4200.00| 34.99000 3499.00| 40.17000 4017.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0260 424B441 13703.000 TON | 24.50000 335723.50| 24.42000 334627.26| 26.51000 363266.53 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0270 424B461 33357.000 TON | 24.50000 817246.50| 24.42000 814577.94| 26.46000 882626.22 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0280 424B561 17966.000 TON | 24.50000 440167.00| 24.23000 435316.18| 26.48000 475739.68 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 |(3) 14007 |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424B562 18682.000 TON | 24.00000 448368.00| 24.14000 450983.48| 26.31000 491523.42 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0300 424B565 100.000 TON | 80.00000 8000.00| 77.67000 7767.00| 90.85000 9085.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0310 424B569 100.000 TON | 42.00000 4200.00| 28.70000 2870.00| 41.59000 4159.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0320 430B012 500.000 TNCP| 12.00000 6000.00| 14.56000 7280.00| 18.00000 9000.00 Aggregate Surfacing (AHD #410 Or #467) | | | 0330 430B017 100.000 TNCP| 12.00000 1200.00| 14.49000 1449.00| 18.00000 1800.00 Aggregate Surfacing (AHD #410, #467, Or | | | #810) | | | 0340 450B000 107.000 SQYD| 80.00000 8560.00| 46.20000 4943.40| 63.60000 6805.20 Reinforced Cement Concrete Bridge End | | | Slab | | | 0350 530A001 381.000 LF | 23.00000 8763.00| 20.17000 7684.77| 17.50000 6667.50 18" Roadway Pipe (Class 3 R.C.) | | | 0360 530A002 556.000 LF | 33.00000 18348.00| 31.92000 17747.52| 25.25000 14039.00 24" Roadway Pipe (Class 3 R.C.) | | | 0370 530B000 211.000 LF | 31.00000 6541.00| 29.43000 6209.73| 24.00000 5064.00 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0380 530B004 288.000 LF | 86.40000 24883.20| 75.43000 21723.84| 60.00000 17280.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0390 530B006 205.000 LF | 132.00000 27060.00| 114.32000 23435.60| 86.00000 17630.00 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0400 530B007 110.000 LF | 156.00000 17160.00| 139.65000 15361.50| 103.00000 11330.00 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0410 535A001 543.000 LF | 28.00000 15204.00| 18.45000 10018.35| 13.00000 7059.00 18" Side Drain Pipe | | | 0420 535A002 167.000 LF | 28.00000 4676.00| 25.89000 4323.63| 18.50000 3089.50 24" Side Drain Pipe | | | 0430 535A003 40.000 LF | 32.00000 1280.00| 31.63000 1265.20| 27.00000 1080.00 30" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 |(3) 14007 |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 535A004 44.000 LF | 40.00000 1760.00| 40.75000 1793.00| 30.00000 1320.00 36" Side Drain Pipe | | | 0450 600A000 LUMP| 187095.00000 187095.00| 21238.00000 21238.00| 38000.00000 38000.00 Mobilization | | | 0460 601A000 1.000 EACH| 16000.00000 16000.00| 10518.00000 10518.00| 2500.00000 2500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0480 605A002 63185.000 LF | 1.85000 116892.25| 4.27000 269799.95| 3.41000 215460.85 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0490 605B000 88.000 EACH| 240.00000 21120.00| 220.50000 19404.00| 300.00000 26400.00 Special Underdrain Outlet, Type A | | | 0500 606A000 300.000 LF | 12.00000 3600.00| 7.59000 2277.00| 15.00000 4500.00 6" Underdrain Pipe | | | 0510 610C001 723.000 TON | 16.00000 11568.00| 25.65000 18544.95| 23.00000 16629.00 Loose Riprap, Class 2 | | | 0520 610D000 570.000 SQYD| 3.30000 1881.00| 5.99000 3414.30| 2.00000 1140.00 Filter Blanket | | | 0530 614A000 93.000 CUYD| 300.00000 27900.00| 367.50000 34177.50| 212.00000 19716.00 Slope Paving | | | 0540 618B003 253.000 SQYD| 58.00000 14674.00| 61.43000 15541.79| 39.22000 9922.66 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0550 619A002 6.000 EACH| 950.00000 5700.00| 652.68000 3916.08| 424.00000 2544.00 18" Roadway Pipe End Treatment, Class 1 | | | 0560 619A003 4.000 EACH| 750.00000 3000.00| 724.80000 2899.20| 450.50000 1802.00 24" Roadway Pipe End Treatment, Class 1 | | | 0570 619A101 24.000 EACH| 650.00000 15600.00| 652.68000 15664.32| 424.00000 10176.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0580 619A102 10.000 EACH| 850.00000 8500.00| 796.93000 7969.30| 450.50000 4505.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0590 619A103 2.000 EACH| 950.00000 1900.00| 1013.29000 2026.58| 477.00000 954.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0600 619A104 2.000 EACH| 1050.00000 2100.00| 1301.78000 2603.56| 503.50000 1007.00 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0610 619B015 2.000 EACH| 665.00000 1330.00| 652.68000 1305.36| 450.50000 901.00 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -6 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 |(3) 14007 |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 619B021 1.000 EACH| 1500.00000 1500.00| 2205.10000 2205.10| 636.00000 636.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0630 619B069 3.000 EACH| 1750.00000 5250.00| 2402.10000 7206.30| 530.00000 1590.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0640 619B071 1.000 EACH| 2000.00000 2000.00| 3261.33000 3261.33| 636.00000 636.00 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0650 619B072 1.000 EACH| 2450.00000 2450.00| 4080.29000 4080.29| 742.00000 742.00 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0660 621A000 1.000 EACH| 1400.00000 1400.00| 1500.00000 1500.00| 1484.00000 1484.00 Junction Boxes, Type 1, 1P Or 5 | | | 0670 621A001 2.000 EACH| 2000.00000 4000.00| 1500.00000 3000.00| 1484.00000 2968.00 Junction Boxes, Type 1, 2P Or 5 | | | 0680 621A004 1.000 EACH| 3125.00000 3125.00| 1500.00000 1500.00| 2120.00000 2120.00 Junction Boxes, Type 4 | | | 0690 621A005 1.000 EACH| 2475.00000 2475.00| 1500.00000 1500.00| 1484.00000 1484.00 Junction Boxes, Type 1 | | | 0700 621C019 2.000 EACH| 2325.00000 4650.00| 1500.00000 3000.00| 2650.00000 5300.00 Inlets, Type X | | | 0710 621C020 4.000 EACH| 1935.00000 7740.00| 1500.00000 6000.00| 1378.00000 5512.00 Inlets, Type Y | | | 0720 621C027 1.000 EACH| 1525.00000 1525.00| 1500.00000 1500.00| 1272.00000 1272.00 Inlets, Type C | | | 0730 621D002 1.000 EACH| 325.00000 325.00| 735.00000 735.00| 530.00000 530.00 Inlet Units, Type C | | | 0740 621D019 6.000 EACH| 325.00000 1950.00| 735.00000 4410.00| 530.00000 3180.00 Inlet Units, Type Y | | | 0750 630A000 863.000 LF | 10.50000 9061.50| 11.03000 9518.89| 10.50000 9061.50 Steel Beam Guardrail, Class A, Type 1 | | | 0760 630C003 4.000 EACH| 950.00000 3800.00| 997.50000 3990.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0770 630C070 22.000 EACH| 1200.00000 26400.00| 1260.00000 27720.00| 1200.00000 26400.00 Guardrail End Anchor, Type 10 Series | | | 0780 650B000 3623.000 CYIP| 9.00000 32607.00| 5.00000 18115.00| 7.00000 25361.00 Topsoil From Stockpiles | | | 0790 651B000 18.000 TON | 30.00000 540.00| 37.50000 675.00| 30.00000 540.00 Agricultural Limestone | | | 0800 652A057 4.000 ACRE| 675.00000 2700.00| 429.98000 1719.92| 575.00000 2300.00 Seeding (Mix 3A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -7 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 |(3) 14007 |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 652A061 1.000 ACRE| 600.00000 600.00| 441.00000 441.00| 500.00000 500.00 Seeding (Mix 3E) | | | 0820 652B055 1.000 ACRE| 600.00000 600.00| 441.00000 441.00| 500.00000 500.00 Temporary Seeding (Mix 3AT) | | | 0830 652D057 1.000 ACRE| 600.00000 600.00| 441.00000 441.00| 500.00000 500.00 Seeding In Stubble (Mix 3A) | | | 0840 654A001 2341.000 SQYD| 3.25000 7608.25| 3.86000 9036.26| 3.25000 7608.25 Solid Sodding (Bermuda) | | | 0850 656A000 5.000 ACRE| 500.00000 2500.00| 441.00000 2205.00| 400.00000 2000.00 Mulching, Class A, Type 1 | | | 0860 656A001 1.000 ACRE| 600.00000 600.00| 441.00000 441.00| 500.00000 500.00 Mulching, Class A, Type 2 | | | 0870 659A000 500.000 SQYD| 2.00000 1000.00| 4.41000 2205.00| 2.00000 1000.00 Erosion Control Netting, Class A | | | 0880 665C000 100.000 LF | 18.00000 1800.00| 14.43000 1443.00| 11.00000 1100.00 15" Temporary Pipe | | | 0890 665F000 100.000 EACH| 12.00000 1200.00| 5.51000 551.00| 4.00000 400.00 Hay Bales | | | 0900 665I000 100.000 TON | 25.25000 2525.00| 38.15000 3815.00| 23.00000 2300.00 Temporary Riprap, Class 2 | | | 0910 665J000 10212.000 LF | 2.60000 26551.20| 3.15000 32167.80| 3.00000 30636.00 Silt Fence, Type A | | | 0920 680A000 LUMP| 98000.00000 98000.00| 105000.00000 105000.00| 55000.00000 55000.00 Engineering Controls | | | 0930 701A028 15.000 MILE| 1100.00000 16500.00| 1155.00000 17325.00| 1375.00000 20625.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0940 701A032 14.000 MILE| 1100.00000 15400.00| 1155.00000 16170.00| 1375.00000 19250.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0950 701A041 14.000 MILE| 950.00000 13300.00| 997.50000 13965.00| 915.00000 12810.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0960 701A048 2.000 MILE| 1500.00000 3000.00| 1575.00000 3150.00| 1550.00000 3100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0970 701B009 11340.000 LF | 0.60000 6804.00| 0.63000 7144.20| 0.72000 8164.80 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0980 701C002 14.000 MILE| 280.00000 3920.00| 294.00000 4116.00| 320.00000 4480.00 Broken Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -8 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 |(3) 14007 |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 701C003 9.000 MILE| 300.00000 2700.00| 315.00000 2835.00| 360.00000 3240.00 Solid Temporary Traffic Stripe (Paint) | | | 1000 701C005 1.000 MILE| 2700.00000 2700.00| 2835.00000 2835.00| 6800.00000 6800.00 Solid Temporary Traffic Stripe (Tape) | | | 1010 701D007 10.000 MILE| 1500.00000 15000.00| 1575.00000 15750.00| 1400.00000 14000.00 Solid Traffic Stripe Removed (Paint) | | | 1020 701D014 14.000 MILE| 1000.00000 14000.00| 1050.00000 14700.00| 1300.00000 18200.00 Broken Traffic Stripe Removed (Paint) | | | 1030 701G121 240.000 LF | 3.50000 840.00| 3.68000 883.20| 3.14000 753.60 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1040 701G125 240.000 LF | 3.50000 840.00| 3.68000 883.20| 5.08000 1219.20 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1050 701G133 240.000 LF | 3.50000 840.00| 3.68000 883.20| 5.26000 1262.40 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1060 703A002 10013.000 SQFT| 1.80000 18023.40| 1.89000 18924.57| 1.80000 18023.40 Traffic Control Markings, Class 2, Type | | | A | | | 1070 703B002 2824.000 SQFT| 1.80000 5083.20| 1.89000 5337.36| 2.80000 7907.20 Traffic Control Legends, Class 2, Type A| | | 1080 705A023 896.000 EACH| 3.50000 3136.00| 3.67000 3288.32| 4.00000 3584.00 Pavement Markers, Class C, Type 2-D | | | 1090 705A030 293.000 EACH| 4.25000 1245.25| 4.46000 1306.78| 5.25000 1538.25 Pavement Markers, Class A-H, Type 2-C | | | 1100 705A031 1111.000 EACH| 4.25000 4721.75| 4.46000 4955.06| 5.00000 5555.00 Pavement Markers, Class A-H, Type 1-A | | | 1110 705A032 355.000 EACH| 4.25000 1508.75| 4.46000 1583.30| 5.00000 1775.00 Pavement Markers, Class A-H, Type 1-B | | | 1120 705A037 120.000 EACH| 4.25000 510.00| 4.46000 535.20| 5.25000 630.00 Pavement Markers, Class A-H, Type 2-D | | | 1130 705A038 245.000 EACH| 4.25000 1041.25| 4.47000 1095.15| 5.25000 1286.25 Pavement Markers, Class A-H, Type 2-E | | | 1140 707B003 2.000 EACH| 133.75000 267.50| 138.08000 276.16| 150.00000 300.00 Type A Hazard Marker Installation | | | 1150 710A115 725.000 SQFT| 14.02000 10164.50| 14.44000 10469.00| 18.00000 13050.00 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 : 10/04/00 PAGE : 025 -9 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 |(3) 14007 |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. |W. S. NEWELL & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 710B001 1530.000 LF | 5.89000 9011.70| 6.10000 9333.00| 7.50000 11475.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1170 713A000 40.000 LF | 98.00000 3920.00| 102.90000 4116.00| 98.00000 3920.00 Permanent Barricades | | | 1180 740B000 735.000 SQFT| 8.75000 6431.25| 8.28000 6085.80| 7.50000 5512.50 Construction Signs | | | 1190 740D000 1048.000 EACH| 45.00000 47160.00| 48.43000 50754.64| 40.00000 41920.00 Channelizing Drums | | | 1200 740E000 100.000 EACH| 13.50000 1350.00| 11.57000 1157.00| 11.00000 1100.00 Cones (36 Inches High) | | | 1210 740F002 142.000 EACH| 50.00000 7100.00| 199.35000 28307.70| 185.00000 26270.00 Barricades, Type III | | | 1220 740I005 6.000 EACH| 865.00000 5190.00| 634.37000 3806.22| 700.00000 4200.00 Warning Lights, Type B (Detachable Head)| | | 1230 740M000 100.000 EACH| 9.00000 900.00| 7.60000 760.00| 5.00000 500.00 Weight For Cone | | | 1240 741C010 2.000 EACH| 2000.00000 4000.00| 1753.50000 3507.00| 4300.00000 8600.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1250 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| 100000.00000 100000.00 Construction Fuel (Maximum Bid Limited | | | To $ 311,000.00) | | | 1260 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,133,576.95| $ 6,195,998.80| $ 6,426,908.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,133,576.95| $ 6,195,998.80| $ 6,426,908.44 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -10 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 07002 | | |GOOD HOPE CONTRACTING CO., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 195000.00000 195000.00| | Clearing & Grubbing (Approximately 6 | | | Acres) | | | 0020 206B000 LUMP| 2000.00000 2000.00| | Removal Of Old Box Culvert Station | | | 681+39 | | | 0030 206B001 LUMP| 2000.00000 2000.00| | Removal Of Old Box Culvert Station | | | 747+85 | | | 0040 206B002 LUMP| 2000.00000 2000.00| | Removal Of Old Box Culvert Station | | | 806+14 | | | 0050 206D000 1007.000 LF | 5.50000 5538.50| | Removing Pipe | | | 0060 206D001 100.000 LF | 1.50000 150.00| | Removing Guardrail | | | 0070 206E000 14.000 EACH| 100.00000 1400.00| | Removing Headwalls | | | 0080 206E019 16.000 EACH| 95.00000 1520.00| | Removing Guardrail End Anchor (Type 10) | | | 0090 210A000 59513.000 CYIP| 4.50000 267808.50| | Unclassified Excavation | | | 0100 210D000 21410.000 CYIP| 5.00000 107050.00| | Borrow Excavation | | | 0110 214A000 1788.000 CUYD| 9.00000 16092.00| | Structure Excavation | | | 0120 214B001 513.000 CUYD| 18.00000 9234.00| | Foundation Backfill, Commercial | | | 0130 231B001 38533.000 TON | 10.50000 404596.50| | Roadbed Stabilizing Material, AHD #467 | | | 0140 301A004 1331.000 SYCP| 5.00000 6655.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0150 301A012 180204.000 SYCP| 3.85000 693785.40| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 301A014 1789.000 SYCP| 5.00000 8945.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6.5" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -11 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 07002 | | |GOOD HOPE CONTRACTING CO., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 301A016 95408.000 SYCP| 4.20000 400713.60| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7" Compacted Thickness | | | 0180 327E000 23202.000 TON | 24.87000 577033.74| | Permeable Asphalt Treated Base | | | 0185 401A000 102636.000 SYCP| 0.28000 28738.08| | Bituminous Treatment A | | | 0190 401B100 198282.000 SYCP| 0.60000 118969.20| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0200 401B108 79485.000 SYCP| 0.72000 57229.20| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0210 408A052 1870.000 SY | 2.00000 3740.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0220 408A059 6400.000 SY | 2.50000 16000.00| | Planing Existing Pavement(Approximately | | | 8.10"Thru 9.0"Thick) | | | 0230 410B000 1.000 EACH| 6000.00000 6000.00| | State Furnished Profilograph | | | 0240 424A260 13725.000 TON | 34.64000 475434.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0250 424A266 100.000 TON | 40.98000 4098.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0260 424B441 13703.000 TON | 28.84000 395194.52| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0270 424B461 33357.000 TON | 27.63000 921653.91| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0280 424B561 17966.000 TON | 27.63000 496400.58| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -12 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 07002 | | |GOOD HOPE CONTRACTING CO., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 424B562 18682.000 TON | 27.63000 516183.66| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0300 424B565 100.000 TON | 45.97000 4597.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0310 424B569 100.000 TON | 45.97000 4597.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0320 430B012 500.000 TNCP| 14.00000 7000.00| | Aggregate Surfacing (AHD #410 Or #467) | | | 0330 430B017 100.000 TNCP| 14.00000 1400.00| | Aggregate Surfacing (AHD #410, #467, Or | | | #810) | | | 0340 450B000 107.000 SQYD| 65.00000 6955.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0350 530A001 381.000 LF | 23.00000 8763.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0360 530A002 556.000 LF | 33.00000 18348.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0370 530B000 211.000 LF | 31.00000 6541.00| | 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0380 530B004 288.000 LF | 86.40000 24883.20| | 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0390 530B006 205.000 LF | 132.00000 27060.00| | 59" Span, 36" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0400 530B007 110.000 LF | 156.00000 17160.00| | 65" Span, 40" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0410 535A001 543.000 LF | 28.00000 15204.00| | 18" Side Drain Pipe | | | 0420 535A002 167.000 LF | 32.00000 5344.00| | 24" Side Drain Pipe | | | 0430 535A003 40.000 LF | 40.00000 1600.00| | 30" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -13 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 07002 | | |GOOD HOPE CONTRACTING CO., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 535A004 44.000 LF | 40.00000 1760.00| | 36" Side Drain Pipe | | | 0450 600A000 LUMP| 43500.00000 43500.00| | Mobilization | | | 0460 601A000 1.000 EACH| 8000.00000 8000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0480 605A002 63185.000 LF | 3.41000 215460.85| | Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0490 605B000 88.000 EACH| 140.00000 12320.00| | Special Underdrain Outlet, Type A | | | 0500 606A000 300.000 LF | 12.00000 3600.00| | 6" Underdrain Pipe | | | 0510 610C001 723.000 TON | 24.50000 17713.50| | Loose Riprap, Class 2 | | | 0520 610D000 570.000 SQYD| 7.50000 4275.00| | Filter Blanket | | | 0530 614A000 93.000 CUYD| 225.00000 20925.00| | Slope Paving | | | 0540 618B003 253.000 SQYD| 30.00000 7590.00| | Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0550 619A002 6.000 EACH| 300.00000 1800.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0560 619A003 4.000 EACH| 350.00000 1400.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0570 619A101 24.000 EACH| 300.00000 7200.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0580 619A102 10.000 EACH| 350.00000 3500.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0590 619A103 2.000 EACH| 450.00000 900.00| | 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0600 619A104 2.000 EACH| 500.00000 1000.00| | 36" Side Drain Pipe End Treatment, | | | Class 1 | | | 0610 619B015 2.000 EACH| 350.00000 700.00| | 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -14 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 07002 | | |GOOD HOPE CONTRACTING CO., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 619B021 1.000 EACH| 1500.00000 1500.00| | 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0630 619B069 3.000 EACH| 1400.00000 4200.00| | 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0640 619B071 1.000 EACH| 2000.00000 2000.00| | 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0650 619B072 1.000 EACH| 2500.00000 2500.00| | 65" Span, 40" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0660 621A000 1.000 EACH| 900.00000 900.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0670 621A001 2.000 EACH| 1000.00000 2000.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0680 621A004 1.000 EACH| 1600.00000 1600.00| | Junction Boxes, Type 4 | | | 0690 621A005 1.000 EACH| 950.00000 950.00| | Junction Boxes, Type 1 | | | 0700 621C019 2.000 EACH| 1500.00000 3000.00| | Inlets, Type X | | | 0710 621C020 4.000 EACH| 1250.00000 5000.00| | Inlets, Type Y | | | 0720 621C027 1.000 EACH| 1250.00000 1250.00| | Inlets, Type C | | | 0730 621D002 1.000 EACH| 450.00000 450.00| | Inlet Units, Type C | | | 0740 621D019 6.000 EACH| 500.00000 3000.00| | Inlet Units, Type Y | | | 0750 630A000 863.000 LF | 10.50000 9061.50| | Steel Beam Guardrail, Class A, Type 1 | | | 0760 630C003 4.000 EACH| 1000.00000 4000.00| | Guardrail End Anchor, Type 13 | | | 0770 630C070 22.000 EACH| 1450.00000 31900.00| | Guardrail End Anchor, Type 10 Series | | | 0780 650B000 3623.000 CYIP| 5.00000 18115.00| | Topsoil From Stockpiles | | | 0790 651B000 18.000 TON | 200.00000 3600.00| | Agricultural Limestone | | | 0800 652A057 4.000 ACRE| 800.00000 3200.00| | Seeding (Mix 3A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -15 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 07002 | | |GOOD HOPE CONTRACTING CO., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0810 652A061 1.000 ACRE| 600.00000 600.00| | Seeding (Mix 3E) | | | 0820 652B055 1.000 ACRE| 500.00000 500.00| | Temporary Seeding (Mix 3AT) | | | 0830 652D057 1.000 ACRE| 1000.00000 1000.00| | Seeding In Stubble (Mix 3A) | | | 0840 654A001 2341.000 SQYD| 4.00000 9364.00| | Solid Sodding (Bermuda) | | | 0850 656A000 5.000 ACRE| 700.00000 3500.00| | Mulching, Class A, Type 1 | | | 0860 656A001 1.000 ACRE| 700.00000 700.00| | Mulching, Class A, Type 2 | | | 0870 659A000 500.000 SQYD| 2.00000 1000.00| | Erosion Control Netting, Class A | | | 0880 665C000 100.000 LF | 18.00000 1800.00| | 15" Temporary Pipe | | | 0890 665F000 100.000 EACH| 7.00000 700.00| | Hay Bales | | | 0900 665I000 100.000 TON | 25.25000 2525.00| | Temporary Riprap, Class 2 | | | 0910 665J000 10212.000 LF | 6.75000 68931.00| | Silt Fence, Type A | | | 0920 680A000 LUMP| 85000.00000 85000.00| | Engineering Controls | | | 0930 701A028 15.000 MILE| 1375.00000 20625.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0940 701A032 14.000 MILE| 1375.00000 19250.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0950 701A041 14.000 MILE| 915.00000 12810.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0960 701A048 2.000 MILE| 1550.00000 3100.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0970 701B009 11340.000 LF | 0.72000 8164.80| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0980 701C002 14.000 MILE| 320.00000 4480.00| | Broken Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 025 -16 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 07002 | | |GOOD HOPE CONTRACTING CO., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 701C003 9.000 MILE| 360.00000 3240.00| | Solid Temporary Traffic Stripe (Paint) | | | 1000 701C005 1.000 MILE| 6800.00000 6800.00| | Solid Temporary Traffic Stripe (Tape) | | | 1010 701D007 10.000 MILE| 1400.00000 14000.00| | Solid Traffic Stripe Removed (Paint) | | | 1020 701D014 14.000 MILE| 1300.00000 18200.00| | Broken Traffic Stripe Removed (Paint) | | | 1030 701G121 240.000 LF | 3.14000 753.60| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1040 701G125 240.000 LF | 5.08000 1219.20| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1050 701G133 240.000 LF | 5.26000 1262.40| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1060 703A002 10013.000 SQFT| 1.80000 18023.40| | Traffic Control Markings, Class 2, Type | | | A | | | 1070 703B002 2824.000 SQFT| 2.80000 7907.20| | Traffic Control Legends, Class 2, Type A| | | 1080 705A023 896.000 EACH| 4.00000 3584.00| | Pavement Markers, Class C, Type 2-D | | | 1090 705A030 293.000 EACH| 5.25000 1538.25| | Pavement Markers, Class A-H, Type 2-C | | | 1100 705A031 1111.000 EACH| 5.00000 5555.00| | Pavement Markers, Class A-H, Type 1-A | | | 1110 705A032 355.000 EACH| 5.00000 1775.00| | Pavement Markers, Class A-H, Type 1-B | | | 1120 705A037 120.000 EACH| 5.25000 630.00| | Pavement Markers, Class A-H, Type 2-D | | | 1130 705A038 245.000 EACH| 5.25000 1286.25| | Pavement Markers, Class A-H, Type 2-E | | | 1140 707B003 2.000 EACH| 75.00000 150.00| | Type A Hazard Marker Installation | | | 1150 710A115 725.000 SQFT| 17.00000 12325.00| | 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 : 10/04/00 PAGE : 025 -17 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000929025 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 07002 | | |GOOD HOPE CONTRACTING CO., I| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 710B001 1530.000 LF | 6.00000 9180.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1170 713A000 40.000 LF | 95.00000 3800.00| | Permanent Barricades | | | 1180 740B000 735.000 SQFT| 8.25000 6063.75| | Construction Signs | | | 1190 740D000 1048.000 EACH| 42.00000 44016.00| | Channelizing Drums | | | 1200 740E000 100.000 EACH| 15.00000 1500.00| | Cones (36 Inches High) | | | 1210 740F002 142.000 EACH| 175.00000 24850.00| | Barricades, Type III | | | 1220 740I005 6.000 EACH| 850.00000 5100.00| | Warning Lights, Type B (Detachable Head)| | | 1230 740M000 100.000 EACH| 8.00000 800.00| | Weight For Cone | | | 1240 741C010 2.000 EACH| 1500.00000 3000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1250 998A000 LUMP| 1.00000 1.00| | Construction Fuel (Maximum Bid Limited | | | To $ 311,000.00) | | | 1260 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,782,296.29| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,782,296.29| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20000929026 COUNTIES : BALDWIN LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-0219(109) for constructing the Resurfacing and Traffic Stripe on S.R.#59 from S.R.#287 in Bay Minette to Stockton. Length 7.420 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 938,640.79 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 1,014,215.53 108.0515% 3 01073 ASPHALT SUPPLY, L.L.C. $ 1,093,594.10 116.5082% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000929026 COUNTIES : BALDWIN LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 |(3) 01073 |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 7000.000 GAL | 0.72000 5040.00| 0.98000 6860.00| 0.75000 5250.00 Tack Coat | | | 0020 424A260 6500.000 TON | 36.60000 237900.00| 40.70000 264550.00| 41.16000 267540.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0030 424B461 12337.000 TON | 32.31000 398608.47| 34.60000 426860.20| 37.37000 461033.69 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0040 424B465 25.000 TON | 45.59000 1139.75| 68.60000 1715.00| 37.37000 934.25 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0050 424B469 1400.000 TON | 35.32000 49448.00| 36.20000 50680.00| 37.37000 52318.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0060 600A000 LUMP| 6219.50000 6219.50| 20800.00000 20800.00| 64000.00000 64000.00 Mobilization | | | 0070 650A000 9000.000 CYIP| 9.25000 83250.00| 9.35000 84150.00| 8.95000 80550.00 Topsoil | | | 0080 652A061 15.000 ACRE| 463.91000 6958.65| 511.00000 7665.00| 516.67000 7750.05 Seeding (Mix 3E) | | | 0090 656A000 15.000 ACRE| 463.91000 6958.65| 478.00000 7170.00| 483.33000 7249.95 Mulching, Class A, Type 1 | | | 0100 701C000 20.000 MILE| 134.02000 2680.40| 159.00000 3180.00| 157.89000 3157.80 Broken Temporary Traffic Stripe | | | 0110 701C001 20.000 MILE| 180.41000 3608.20| 238.00000 4760.00| 236.84000 4736.80 Solid Temporary Traffic Stripe | | | 0120 701G125 1034.000 LF | 3.87000 4001.58| 3.96000 4094.64| 3.95000 4084.30 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0130 701G133 1034.000 LF | 3.97000 4104.98| 4.07000 4208.38| 4.05000 4187.70 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0140 701H001 2100.000 LF | 0.31000 651.00| 0.42000 882.00| 0.47000 987.00 Solid Traffic Stripe Removed (Plastic) | | | 0150 702A007 5.000 MILE| 1855.62000 9278.10| 1904.00000 9520.00| 1894.74000 9473.70 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000929026 COUNTIES : BALDWIN LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 |(3) 01073 |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC |ASPHALT SUPPLY, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 702A008 15.000 MILE| 3793.71000 56905.65| 3892.75000 58391.25| 3873.68000 58105.20 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0170 702A009 10.000 MILE| 3809.18000 38091.80| 3908.60000 39086.00| 3889.47000 38894.70 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0180 702B001 40.000 LF | 2.06000 82.40| 2.12000 84.80| 2.20000 88.00 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0190 703A002 759.000 SQFT| 1.96000 1487.64| 2.00000 1518.00| 2.00000 1518.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703D001 1518.000 SQFT| 1.29000 1958.22| 1.47000 2231.46| 1.32000 2003.76 Temporary Traffic Control Markings | | | 0210 705A032 600.000 EACH| 5.05000 3030.00| 5.18000 3108.00| 5.16000 3096.00 Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 660.000 EACH| 5.05000 3333.00| 5.18000 3418.80| 5.16000 3405.60 Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 580.000 SQFT| 13.36000 7748.80| 12.90000 7482.00| 9.97000 5782.60 Construction Signs | | | 0240 740E000 300.000 EACH| 12.58000 3774.00| 3.00000 900.00| 7.53000 2259.00 Cones (36 Inches High) | | | 0250 740M000 300.000 EACH| 7.94000 2382.00| 3.00000 900.00| 3.96000 1188.00 Weight For Cone | | | 0260 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 4000.00000 4000.00 Construction Fuel (Maximum Bid Limited | | | To $ 50,500.00) | | | SECTION TOTALS | $ 938,640.79| $ 1,014,215.53| $ 1,093,594.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 938,640.79| $ 1,014,215.53| $ 1,093,594.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20000929027 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPHS-81(11) for constructing the Intersection Improvements Including Lighting at various sites along S.R.#13 (U.S.#43) north of Creola. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19058 S J & L, INC. $ 1,024,404.70 100.0000% 2 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 1,084,736.32 105.8894% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000929027 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 19058 |(2) 23056 | |S J & L, 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 206D000 76.000 LF | 10.85000 824.60| 15.19000 1154.44| Removing Pipe | | | 0020 206D002 1822.000 LF | 1.80000 3279.60| 4.20000 7652.40| Removing Curb | | | 0030 206D003 276.000 LF | 3.05000 841.80| 4.56000 1258.56| Removing Curb And Gutter | | | 0040 206E000 27.000 EACH| 92.00000 2484.00| 128.27000 3463.29| Removing Headwalls | | | 0050 206E001 6.000 EACH| 135.00000 810.00| 151.37000 908.22| Removing Inlets | | | 0060 210A000 4442.000 CYIP| 4.35000 19322.70| 5.96000 26474.32| Unclassified Excavation | | | 0070 210D022 7210.000 CYIP| 8.55000 61645.50| 7.59000 54723.90| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0080 214A000 157.000 CUYD| 9.05000 1420.85| 16.70000 2621.90| Structure Excavation | | | 0090 214B001 87.000 CUYD| 52.15000 4537.05| 56.54000 4918.98| Foundation Backfill, Commercial | | | 0100 230A000 67.000 RBST| 135.00000 9045.00| 399.90000 26793.30| Roadbed Processing | | | 0110 301A012 9364.000 SYCP| 7.65000 71634.60| 10.33000 96730.12| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 8861.000 SYCP| 1.35000 11962.35| 1.32000 11696.52| Bituminous Treatment A | | | 0130 405A000 1789.000 GAL | 1.35000 2415.15| 1.32000 2361.48| Tack Coat | | | 0140 408A051 4447.000 SQYD| 6.15000 27349.05| 6.00000 26682.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0150 408A052 338.000 SY | 18.10000 6117.80| 17.70000 5982.60| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0160 420A011 405.000 TON | 104.30000 42241.50| 101.94000 41285.70| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0170 424A281 573.000 TON | 82.00000 46986.00| 80.15000 45925.95| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000929027 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 19058 |(2) 23056 | |S J & L, INC. |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A284 50.000 TON | 104.50000 5225.00| 102.00000 5100.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424A287 100.000 TON | 104.50000 10450.00| 102.00000 10200.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 424B281 870.000 TON | 73.00000 63510.00| 71.32000 62048.40| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0210 424B581 950.000 TON | 70.95000 67402.50| 69.31000 65844.50| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0220 530A001 98.000 LF | 29.50000 2891.00| 44.35000 4346.30| 18" Roadway Pipe (Class 3 R.C.) | | | 0230 530A100 102.000 LF | 22.55000 2300.10| 39.35000 4013.70| 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0240 530A101 52.000 LF | 29.15000 1515.80| 48.14000 2503.28| 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530A102 47.000 LF | 39.75000 1868.25| 58.61000 2754.67| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 530B011 32.000 LF | 34.10000 1091.20| 56.06000 1793.92| 18" Span, 11" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0270 535A300 42.000 LF | 26.10000 1096.20| 38.42000 1613.64| 15" Side Drain Pipe (Extension) | | | 0280 535A301 68.000 LF | 27.90000 1897.20| 43.32000 2945.76| 18" Side Drain Pipe (Extension) | | | 0290 535A302 49.000 LF | 42.55000 2084.95| 58.70000 2876.30| 24" Side Drain Pipe (Extension) | | | 0300 535B593 37.000 LF | 45.10000 1668.70| 62.78000 2322.86| 29"Span,18"Rise Sidedrain | | | Pipe(Extension) | | | 0310 600A000 LUMP| 42250.00000 42250.00| 63923.00000 63923.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000929027 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 19058 |(2) 23056 | |S J & L, INC. |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 606A005 3000.000 LF | 10.20000 30600.00| 11.71000 35130.00| 6" Underdrain Pipe, Type 9 | | | 0330 614A000 75.000 CUYD| 615.00000 46125.00| 315.51000 23663.25| Slope Paving | | | 0340 619A001 11.000 EACH| 525.00000 5775.00| 282.92000 3112.12| 15" Roadway Pipe End Treatment, Class 1 | | | 0350 619A002 5.000 EACH| 585.00000 2925.00| 312.92000 1564.60| 18" Roadway Pipe End Treatment, Class 1 | | | 0360 619A003 3.000 EACH| 650.00000 1950.00| 342.92000 1028.76| 24" Roadway Pipe End Treatment, Class 1 | | | 0370 619A100 2.000 EACH| 525.00000 1050.00| 282.92000 565.84| 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0380 619A101 5.000 EACH| 585.00000 2925.00| 282.92000 1414.60| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0390 619A102 2.000 EACH| 650.00000 1300.00| 342.92000 685.84| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0400 619A202 2.000 EACH| 800.00000 1600.00| 514.38000 1028.76| 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0410 619B015 2.000 EACH| 675.00000 1350.00| 282.92000 565.84| 18" Span, 11" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0420 619B117 2.000 EACH| 800.00000 1600.00| 342.92000 685.84| 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0430 620A000 8.000 CUYD| 650.00000 5200.00| 1106.35000 8850.80| Minor Structure Concrete | | | 0440 621A000 5.000 EACH| 3070.00000 15350.00| 2068.08000 10340.40| Junction Boxes, Type 1, 1P Or 5 | | | 0450 621A022 3.000 EACH| 2150.00000 6450.00| 2068.08000 6204.24| Junction Boxes, Type 1 (Modified) | | | 0460 621C001 1.000 EACH| 2150.00000 2150.00| 2015.22000 2015.22| Inlets, Type B | | | 0470 621C020 8.000 EACH| 1900.00000 15200.00| 2120.94000 16967.52| Inlets, Type Y | | | 0480 621D019 4.000 EACH| 615.00000 2460.00| 406.53000 1626.12| Inlet Units, Type Y | | | 0490 623C000 49.000 LF | 13.50000 661.50| 22.29000 1092.21| Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 027 -5 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000929027 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 19058 |(2) 23056 | |S J & L, INC. |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 629A004 112.000 LF | 196.50000 22008.00| 296.29000 33184.48| Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0510 630A000 150.000 LF | 13.90000 2085.00| 14.40000 2160.00| Steel Beam Guardrail, Class A, Type 1 | | | 0520 630C001 4.000 EACH| 870.00000 3480.00| 900.00000 3600.00| Guardrail End Anchor, Type 8 | | | 0530 630C070 7.000 EACH| 1850.00000 12950.00| 1920.00000 13440.00| Guardrail End Anchor, Type 10 Series | | | 0540 650A000 1186.000 CYIP| 22.25000 26388.50| 14.23000 16876.78| Topsoil | | | 0550 652A057 3.000 ACRE| 860.00000 2580.00| 600.00000 1800.00| Seeding (Mix 3A) | | | 0560 652B055 3.000 ACRE| 860.00000 2580.00| 360.00000 1080.00| Temporary Seeding (Mix 3AT) | | | 0570 652D057 3.000 ACRE| 860.00000 2580.00| 600.00000 1800.00| Seeding In Stubble (Mix 3A) | | | 0580 654A000 41.000 SQYD| 4.70000 192.70| 6.00000 246.00| Solid Sodding | | | 0590 656A000 6.000 ACRE| 800.00000 4800.00| 600.00000 3600.00| Mulching, Class A, Type 1 | | | 0600 665F000 730.000 EACH| 5.70000 4161.00| 8.22000 6000.60| Hay Bales | | | 0610 665G000 390.000 EACH| 1.65000 643.50| 7.35000 2866.50| Sand Bags | | | 0620 665J000 6855.000 LF | 3.60000 24678.00| 2.77000 18988.35| Silt Fence, Type A | | | 0630 666A001 2.000 ACRE| 185.00000 370.00| 177.08000 354.16| Pest Control Treatment | | | 0640 680A000 LUMP| 24600.00000 24600.00| 12252.00000 12252.00| Engineering Controls | | | 0650 701A028 1.000 MILE| 2320.00000 2320.00| 1974.00000 1974.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0660 701A048 2.000 MILE| 2320.00000 4640.00| 2306.40000 4612.80| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0670 701B009 4247.000 LF | 1.00000 4247.00| 0.72000 3057.84| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0680 701C003 5.000 MILE| 290.00000 1450.00| 492.00000 2460.00| Solid Temporary Traffic Stripe (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 027 -6 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000929027 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 19058 |(2) 23056 | |S J & L, INC. |JOHN G. WALTON CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 701F001 8494.000 LF | 0.25000 2123.50| 0.30000 2548.20| Dotted Temporary Traffic Stripe (Paint) | | | 0700 703A002 3370.000 SQFT| 1.95000 6571.50| 1.98000 6672.60| Traffic Control Markings, Class 2, Type | | | A | | | 0710 703B002 496.000 SQFT| 2.20000 1091.20| 2.82000 1398.72| Traffic Control Legends, Class 2, Type A| | | 0720 703D002 6740.000 SQFT| 0.50000 3370.00| 1.32000 8896.80| Temporary Traffic Control Markings | | | (Paint) | | | 0730 703E002 992.000 SQFT| 0.50000 496.00| 2.04000 2023.68| Temporary Traffic Control Legends | | | (Paint) | | | 0740 740B000 1032.000 SQFT| 12.60000 13003.20| 13.07000 13488.24| Construction Signs | | | 0750 740D000 240.000 EACH| 48.80000 11712.00| 90.06000 21614.40| Channelizing Drums | | | 0760 740F002 4.000 EACH| 340.00000 1360.00| 277.10000 1108.40| Barricades, Type III | | | 0770 741C010 4.000 EACH| 1775.00000 7100.00| 6784.00000 27136.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0780 750B232 20.000 EACH| 3500.00000 70000.00| 3600.00000 72000.00| Cobra Head Luminaire Assembly, One 250 | | | Watt | | | 0790 750F004 9.000 EACH| 2925.00000 26325.00| 3000.00000 27000.00| Lighting Control Center, Type NT | | | 0800 750N012 20.000 EACH| 1000.00000 20000.00| 1020.00000 20400.00| Roadway Pole Foundation, Auger Base | | | 0810 750P000 3069.000 LF | 4.10000 12582.90| 4.20000 12889.80| Combined Duct And Cable, 3 #6 AWG | | | 0820 756A021 1215.000 LF | 21.05000 25575.75| 21.60000 26244.00| 3" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 0830 998A000 LUMP| 13500.00000 13500.00| 1500.00000 1500.00| Construction Fuel (Maximum Bid Limited | | | To $ 68,500.00) | | | SECTION TOTALS | $ 1,024,404.70| $ 1,084,736.32| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,024,404.70| $ 1,084,736.32| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20000929028 COUNTIES : COFFEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0091(17) for constructing the Planing, Resurfacing, and Traffic STPSA-1608(103) Stripe on S.R. #27 from south of Battens Crossroads to S.R. #192 in Enterprise, and Resurfacing to Correct Superelevation and Cross-Slope on S.R. #134 from M.P. 7.00 east of Perry's Store to M.P. 8.00 east of Alberton. Length - 4.039 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 567,640.64 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 584,305.03 102.9357% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 714,442.22 125.8617% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000929028 COUNTIES : COFFEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02032 |(3) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 67.000 SQYD| 17.78000 1191.26| 50.00000 3350.00| 20.00000 1340.00 Removing Concrete Driveway | | | 0020 210D020 500.000 CYIP| 10.38000 5190.00| 4.50000 2250.00| 8.00000 4000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0030 405A000 5517.000 GAL | 1.87000 10316.79| 1.50000 8275.50| 1.69000 9323.73 Tack Coat | | | 0040 408A051 84901.000 SQYD| 0.30000 25470.30| 0.50000 42450.50| 0.55000 46695.55 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 420A011 2971.000 TON | 54.00000 160434.00| 44.79000 133071.09| 58.64000 174219.44 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0060 424A240 4669.000 TON | 33.87000 158139.03| 36.74000 171539.06| 38.95000 181857.55 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0070 424A241 1057.000 TON | 34.58000 36551.06| 31.86000 33676.02| 39.05000 41275.85 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0080 424A246 1000.000 TON | 37.66000 37660.00| 10.00000 10000.00| 46.00000 46000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0090 424A247 934.000 TON | 35.24000 32914.16| 33.86000 31625.24| 41.00000 38294.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0100 600A000 LUMP| 7920.00000 7920.00| 55031.02000 55031.02| 65000.00000 65000.00 Mobilization | | | 0110 652A061 3.000 ACRE| 398.00000 1194.00| 425.00000 1275.00| 402.00000 1206.00 Seeding (Mix 3E) | | | 0120 656A000 3.000 ACRE| 398.00000 1194.00| 425.00000 1275.00| 402.00000 1206.00 Mulching, Class A, Type 1 | | | 0130 665F000 150.000 EACH| 4.50000 675.00| 5.00000 750.00| 4.55000 682.50 Hay Bales | | | 0140 665J000 750.000 LF | 3.15000 2362.50| 3.00000 2250.00| 3.18000 2385.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000929028 COUNTIES : COFFEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02032 |(3) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 680A000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 1500.00000 1500.00 Engineering Controls | | | 0160 701A028 1.000 MILE| 1575.00000 1575.00| 1575.00000 1575.00| 1575.00000 1575.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A041 6.000 MILE| 1020.00000 6120.00| 1020.00000 6120.00| 1020.00000 6120.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 7.000 MILE| 1820.00000 12740.00| 1820.00000 12740.00| 1820.00000 12740.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701C000 13.000 MILE| 300.00000 3900.00| 300.00000 3900.00| 300.00000 3900.00 Broken Temporary Traffic Stripe | | | 0200 701C001 29.000 MILE| 320.00000 9280.00| 320.00000 9280.00| 320.00000 9280.00 Solid Temporary Traffic Stripe | | | 0210 701D007 2.000 MILE| 1200.00000 2400.00| 1200.00000 2400.00| 1200.00000 2400.00 Solid Traffic Stripe Removed (Paint) | | | 0220 701D008 2.000 MILE| 1300.00000 2600.00| 1300.00000 2600.00| 1300.00000 2600.00 Solid Traffic Stripe Removed (Plastic) | | | 0230 701D014 2.000 MILE| 1100.00000 2200.00| 1100.00000 2200.00| 1100.00000 2200.00 Broken Traffic Stripe Removed (Paint) | | | 0240 701D015 2.000 MILE| 1100.00000 2200.00| 1100.00000 2200.00| 1100.00000 2200.00 Broken Traffic Stripe Removed (Plastic) | | | 0250 702A007 1.000 MILE| 2125.00000 2125.00| 2125.00000 2125.00| 2125.00000 2125.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0260 702A008 2.000 MILE| 4250.00000 8500.00| 4250.00000 8500.00| 4250.00000 8500.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0270 702A009 2.000 MILE| 4250.00000 8500.00| 4250.00000 8500.00| 4250.00000 8500.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0280 703A002 406.000 SQFT| 1.80000 730.80| 1.80000 730.80| 1.80000 730.80 Traffic Control Markings, Class 2, Type | | | A | | | 0290 703D001 602.000 SQFT| 1.00000 602.00| 1.00000 602.00| 1.00000 602.00 Temporary Traffic Control Markings | | | 0300 705A031 762.000 EACH| 4.80000 3657.60| 4.80000 3657.60| 4.80000 3657.60 Pavement Markers, Class A-H, Type 1-A | | | 0310 705A032 44.000 EACH| 4.80000 211.20| 4.80000 211.20| 4.80000 211.20 Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 028 -4 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20000929028 COUNTIES : COFFEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02032 |(3) 23024 |APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 705A037 911.000 EACH| 5.00000 4555.00| 5.00000 4555.00| 5.00000 4555.00 Pavement Markers, Class A-H, Type 2-D | | | 0330 740B000 784.000 SQFT| 12.12000 9502.08| 10.00000 7840.00| 15.00000 11760.00 Construction Signs | | | 0340 740E000 140.000 EACH| 5.90000 826.00| 5.00000 700.00| 12.50000 1750.00 Cones (36 Inches High) | | | 0350 740M000 140.000 EACH| 3.54000 495.60| 5.00000 700.00| 7.50000 1050.00 Weight For Cone | | | 0360 740O000 1.000 EACH| 1500.00000 1500.00| 500.00000 500.00| 1000.00000 1000.00 Pilot Car | | | 0370 741C010 2.000 EACH| 354.13000 708.26| 2425.00000 4850.00| 3500.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0380 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 5000.00000 5000.00 Construction Fuel (Maximum Bid Limited | | | To $ 29,500.00) | | | SECTION TOTALS | $ 567,640.64| $ 584,305.03| $ 714,442.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 567,640.64| $ 584,305.03| $ 714,442.22 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20000929029 COUNTIES : BALDWIN LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPHS-0193(020) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#59 (U.S.#90) from north of Chicago Street (MP 54.68) to south of C.R.#55 (MP 55.83) in Loxley. Length 1.150 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 180,767.95 100.0000% 2 01073 ASPHALT SUPPLY, L.L.C. $ 195,192.86 107.9797% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 202,297.50 111.9100% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20000929029 COUNTIES : BALDWIN LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 01073 |(3) 13008 |HOSEA O. WEAVER & SONS, INC.|ASPHALT SUPPLY, L.L.C. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 3150.000 GAL | 0.81000 2551.50| 0.75000 2362.50| 1.00000 3150.00 Tack Coat | | | 0020 408A051 6909.000 SQYD| 1.56000 10778.04| 2.01000 13887.09| 1.80000 12436.20 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 420A011 1673.000 TON | 66.34000 110986.82| 69.64000 116507.72| 70.70000 118281.10 Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0040 424A263 100.000 TON | 53.09000 5309.00| 55.71000 5571.00| 75.20000 7520.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0050 600A000 LUMP| 6168.55000 6168.55| 14129.69000 14129.69| 7900.00000 7900.00 Mobilization | | | 0060 622A002 3.000 EACH| 0.00000 0.00| 125.00000 375.00| 360.00000 1080.00 Manhole Covers Reset (Sanitary) | | | 0070 643B000 6.000 EACH| 0.00000 0.00| 75.00000 450.00| 336.00000 2016.00 Valve Boxes Reset | | | 0080 701A028 3.000 MILE| 1506.63000 4519.89| 1189.47000 3568.41| 2012.83000 6038.49 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0090 701A041 3.000 MILE| 979.98000 2939.94| 710.53000 2131.59| 741.57000 2224.71 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0100 701A048 3.000 MILE| 1966.62000 5899.86| 1552.63000 4657.89| 2012.83000 6038.49 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701B009 350.000 LF | 0.60000 210.00| 0.48000 168.00| 2.01000 703.50 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0120 701C000 3.000 MILE| 279.99000 839.97| 221.05000 663.15| 211.88000 635.64 Broken Temporary Traffic Stripe | | | 0130 701C001 6.000 MILE| 413.32000 2479.92| 326.32000 1957.92| 264.85000 1589.10 Solid Temporary Traffic Stripe | | | 0140 703A002 800.000 SQFT| 1.87000 1496.00| 1.47000 1176.00| 2.01000 1608.00 Traffic Control Markings, Class 2, Type | | | A | | | 0150 703B002 100.000 SQFT| 2.80000 280.00| 2.21000 221.00| 2.01000 201.00 Traffic Control Legends, Class 2, Type A| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20000929029 COUNTIES : BALDWIN LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 01073 |(3) 13008 |HOSEA O. WEAVER & SONS, INC.|ASPHALT SUPPLY, L.L.C. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 703D001 800.000 SQFT| 1.20000 960.00| 0.95000 760.00| 0.26000 208.00 Temporary Traffic Control Markings | | | 0170 703E001 100.000 SQFT| 1.87000 187.00| 1.47000 147.00| 0.26000 26.00 Temporary Traffic Control Legends | | | 0180 705A030 30.000 EACH| 5.80000 174.00| 4.58000 137.40| 5.20000 156.00 Pavement Markers, Class A-H, Type 2-C | | | 0190 705A031 400.000 EACH| 5.80000 2320.00| 4.58000 1832.00| 5.20000 2080.00 Pavement Markers, Class A-H, Type 1-A | | | 0200 705A032 240.000 EACH| 5.80000 1392.00| 4.58000 1099.20| 5.20000 1248.00 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 140.000 EACH| 5.80000 812.00| 4.58000 641.20| 5.20000 728.00 Pavement Markers, Class A-H, Type 2-D | | | 0220 705A038 120.000 EACH| 5.80000 696.00| 4.58000 549.60| 5.20000 624.00 Pavement Markers, Class A-H, Type 2-E | | | 0230 730H000 895.000 LF | 4.00000 3580.00| 3.30000 2953.50| 3.53000 3159.35 Loop Detector | | | 0240 740B000 580.000 SQFT| 15.31000 8879.80| 13.40000 7772.00| 16.55000 9599.00 Construction Signs | | | 0250 740E000 300.000 EACH| 14.39000 4317.00| 10.00000 3000.00| 16.66000 4998.00 Cones (36 Inches High) | | | 0260 740M000 300.000 EACH| 9.08000 2724.00| 6.58000 1974.00| 9.31000 2793.00 Weight For Cone | | | 0270 741C010 1.000 EACH| 266.66000 266.66| 2500.00000 2500.00| 5255.92000 5255.92 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0280 998A000 LUMP| 0.00000 0.00| 4000.00000 4000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 7,500.00) | | | SECTION TOTALS | $ 180,767.95| $ 195,192.86| $ 202,297.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 180,767.95| $ 195,192.86| $ 202,297.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20000929032 COUNTIES : CONECUH LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPSA-0452(4) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#55 from M.P. 47.250 to M.P. 47.521, south of McKenzie. length 0.270 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 90,768.94 100.0000% 2 01018 APAC-ALABAMA, INC. $ 103,394.54 113.9096% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000929032 COUNTIES : CONECUH LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 | |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 578.000 GAL | 1.50000 867.00| 2.00000 1156.00| Tack Coat | | | 0020 408A051 8257.000 SQYD| 1.00000 8257.00| 0.77000 6357.89| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0030 420A011 289.000 TON | 46.08000 13317.12| 67.25000 19435.25| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0040 424A240 413.000 TON | 35.10000 14496.30| 47.80000 19741.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0050 424A246 500.000 TON | 36.14000 18070.00| 51.75000 25875.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0060 600A000 LUMP| 11850.52000 11850.52| 7900.00000 7900.00| Mobilization | | | 0070 680A000 LUMP| 500.00000 500.00| 250.00000 250.00| Engineering Controls | | | 0080 701A028 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0090 701A041 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0100 701A048 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701C000 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| Broken Temporary Traffic Stripe | | | 0120 701C001 3.000 MILE| 500.00000 1500.00| 500.00000 1500.00| Solid Temporary Traffic Stripe | | | 0130 701D007 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Solid Traffic Stripe Removed (Paint) | | | 0140 701D008 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Solid Traffic Stripe Removed (Plastic) | | | 0150 701D014 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| Broken Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000929032 COUNTIES : CONECUH LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 | |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701D015 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| Broken Traffic Stripe Removed (Plastic) | | | 0170 703A002 48.000 SQFT| 10.00000 480.00| 10.00000 480.00| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 137.000 SQFT| 10.00000 1370.00| 10.00000 1370.00| Traffic Control Legends, Class 2, Type A| | | 0190 703D001 96.000 SQFT| 1.30000 124.80| 1.30000 124.80| Temporary Traffic Control Markings | | | 0200 703E001 274.000 SQFT| 1.30000 356.20| 1.30000 356.20| Temporary Traffic Control Legends | | | 0210 705A031 37.000 EACH| 10.00000 370.00| 10.00000 370.00| Pavement Markers, Class A-H, Type 1-A | | | 0220 705A032 74.000 EACH| 10.00000 740.00| 10.00000 740.00| Pavement Markers, Class A-H, Type 1-B | | | 0230 740B000 314.000 SQFT| 5.00000 1570.00| 12.00000 3768.00| Construction Signs | | | 0240 740E000 100.000 EACH| 2.50000 250.00| 11.00000 1100.00| Cones (36 Inches High) | | | 0250 740M000 100.000 EACH| 1.00000 100.00| 9.00000 900.00| Weight For Cone | | | 0260 741C010 2.000 EACH| 2425.00000 4850.00| 135.00000 270.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0270 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 4,800.00) | | | SECTION TOTALS | $ 90,768.94| $ 103,394.54| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 90,768.94| $ 103,394.54| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20000929033 COUNTIES : DALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0505(8) for constructing the Planing, Resurfacing and Traffic Stripe STPSA-2316(103) on S.R.#249 from the north gate of Fort Rucker to near Deese Road in Ozark and the Resurfacing and Traffic Stripe on S.R.#105 from MP 6.499 to MP 8.199, south of Skipperville. Length 5.866 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 831,862.22 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 915,143.36 110.0114% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000929033 COUNTIES : DALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 23024 | |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROADWAY | | | 0010 206D002 501.000 LF | 2.90000 1452.90| 3.00000 1503.00| Removing Curb | | | 0020 210D020 1000.000 CYIP| 7.40000 7400.00| 7.25000 7250.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0030 405A000 8085.000 GAL | 1.40000 11319.00| 1.64000 13259.40| Tack Coat | | | 0040 408A051 122778.000 SQYD| 0.30000 36833.40| 0.42000 51566.76| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 420A011 4297.000 TON | 54.80000 235475.60| 56.75000 243854.75| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0060 424A240 6752.000 TON | 37.00000 249824.00| 37.95000 256238.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0070 424A241 1795.000 TON | 38.00000 68210.00| 39.95000 71710.25| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0080 424A246 700.000 TON | 37.00000 25900.00| 42.50000 29750.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0090 424A247 1200.000 TON | 40.00000 48000.00| 39.95000 47940.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0100 600A000 LUMP| 15000.00000 15000.00| 47500.00000 47500.00| Mobilization | | | 0110 614A000 1.000 CUYD| 500.00000 500.00| 300.00000 300.00| Slope Paving | | | 0120 618B002 23.000 SQYD| 39.00000 897.00| 45.00000 1035.00| Concrete Driveway, 6" Thick | | | 0130 623A000 42.000 LF | 15.00000 630.00| 15.00000 630.00| Concrete Gutter | | | 0140 623C000 501.000 LF | 17.00000 8517.00| 15.00000 7515.00| Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000929033 COUNTIES : DALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 23024 | |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 652A061 4.000 ACRE| 410.00000 1640.00| 415.00000 1660.00| Seeding (Mix 3E) | | | 0160 654A003 152.000 SQYD| 5.36000 814.72| 4.85000 737.20| Solid Sodding (Centipede) | | | 0170 656A000 4.000 ACRE| 410.00000 1640.00| 415.00000 1660.00| Mulching, Class A, Type 1 | | | 0180 665F000 50.000 EACH| 4.50000 225.00| 4.55000 227.50| Hay Bales | | | 0190 665J000 500.000 LF | 3.15000 1575.00| 3.18000 1590.00| Silt Fence, Type A | | | 0200 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| Engineering Controls | | | 0210 701A028 5.000 MILE| 1400.00000 7000.00| 1400.00000 7000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0220 701A041 9.000 MILE| 960.00000 8640.00| 960.00000 8640.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701A048 9.000 MILE| 1700.00000 15300.00| 1700.00000 15300.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701B009 150.000 LF | 0.84000 126.00| 0.84000 126.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0250 701C000 18.000 MILE| 280.00000 5040.00| 280.00000 5040.00| Broken Temporary Traffic Stripe | | | 0260 701C001 41.000 MILE| 300.00000 12300.00| 300.00000 12300.00| Solid Temporary Traffic Stripe | | | 0270 701D007 2.000 MILE| 1200.00000 2400.00| 1200.00000 2400.00| Solid Traffic Stripe Removed (Paint) | | | 0280 701D008 2.000 MILE| 1300.00000 2600.00| 1300.00000 2600.00| Solid Traffic Stripe Removed (Plastic) | | | 0290 701D014 2.000 MILE| 1100.00000 2200.00| 1100.00000 2200.00| Broken Traffic Stripe Removed (Paint) | | | 0300 701D015 2.000 MILE| 1100.00000 2200.00| 1100.00000 2200.00| Broken Traffic Stripe Removed (Plastic) | | | 0310 702A007 1.000 MILE| 2200.00000 2200.00| 2200.00000 2200.00| Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0320 702A008 4.000 MILE| 4250.00000 17000.00| 4250.00000 17000.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000929033 COUNTIES : DALE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 23024 | |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 702A009 4.000 MILE| 4250.00000 17000.00| 4250.00000 17000.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0340 703A002 1950.000 SQFT| 1.80000 3510.00| 1.80000 3510.00| Traffic Control Markings, Class 2, Type | | | A | | | 0350 703B002 100.000 SQFT| 2.80000 280.00| 2.80000 280.00| Traffic Control Legends, Class 2, Type A| | | 0360 703D001 686.000 SQFT| 1.00000 686.00| 1.00000 686.00| Temporary Traffic Control Markings | | | 0370 705A031 550.000 EACH| 4.70000 2585.00| 4.70000 2585.00| Pavement Markers, Class A-H, Type 1-A | | | 0380 705A032 710.000 EACH| 4.70000 3337.00| 4.70000 3337.00| Pavement Markers, Class A-H, Type 1-B | | | 0390 705A037 424.000 EACH| 4.90000 2077.60| 4.90000 2077.60| Pavement Markers, Class A-H, Type 2-D | | | 0400 705A038 30.000 EACH| 4.90000 147.00| 4.90000 147.00| Pavement Markers, Class A-H, Type 2-E | | | 0410 740B000 670.000 SQFT| 7.75000 5192.50| 15.00000 10050.00| Construction Signs | | | 0420 740E000 135.000 EACH| 7.50000 1012.50| 15.00000 2025.00| Cones (36 Inches High) | | | 0430 740M000 135.000 EACH| 5.00000 675.00| 7.50000 1012.50| Weight For Cone | | | 0440 740O000 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| Pilot Car | | | 0450 741C010 2.000 EACH| 500.00000 1000.00| 3500.00000 7000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0460 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 41,000.00) | | | SECTION TOTALS | $ 831,862.22| $ 915,143.36| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 831,862.22| $ 915,143.36| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20000929034 COUNTIES : BULLOCK LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 105 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-0600(20) for constructing the Bridge Replacement and Approaches on C.R. #34 at the Pea River, southwest of Midway. Length - 0.069 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 311,375.00 100.0000% 2 13053 MCINNIS CORPORATION $ 337,635.00 108.4335% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 341,671.00 109.7297% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000929034 COUNTIES : BULLOCK LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 06001 |(2) 13053 |(3) 03001 |F & W CONSTRUCTION CO., INC.|MCINNIS CORPORATION |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 40000.00000 40000.00| 12000.00000 12000.00| 33000.00000 33000.00 Removal Of Old Bridge STA 192+75 | | | 0020 210D021 200.000 CYIP| 15.00000 3000.00| 6.00000 1200.00| 15.00000 3000.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A4 or Better) | | | 0030 401A000 500.000 SYCP| 1.00000 500.00| 1.00000 500.00| 1.00000 500.00 Bituminous Treatment A | | | 0040 405A000 35.000 GAL | 10.00000 350.00| 1.00000 35.00| 10.00000 350.00 Tack Coat | | | 0050 429A201 35.000 TON | 125.00000 4375.00| 240.00000 8400.00| 125.00000 4375.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429B202 80.000 TON | 80.00000 6400.00| 150.00000 12000.00| 80.00000 6400.00 Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 502A000 150.000 LB | 2.00000 300.00| 1.00000 150.00| 0.50000 75.00 Steel Reinforcement | | | 0080 505C002 2200.000 LF | 14.00000 30800.00| 25.00000 55000.00| 21.00000 46200.00 Steel Piling (HP 12x53) | | | 0090 507A000 2.000 EACH| 2500.00000 5000.00| 2106.00000 4212.00| 2000.00000 4000.00 Wire Rope Abutment Anchor Assembly | | | 0100 510A000 19.000 CUYD| 600.00000 11400.00| 400.00000 7600.00| 400.00000 7600.00 Bridge Substructure Concrete, Class A | | | 0110 511A000 60.000 EACH| 85.00000 5100.00| 60.00000 3600.00| 75.00000 4500.00 Elastomeric Bearings, Type 1 | | | 0120 512A014 2.000 EACH| 2200.00000 4400.00| 2900.00000 5800.00| 2400.00000 4800.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512B004 4.000 EACH| 2200.00000 8800.00| 2810.00000 11240.00| 2350.00000 9400.00 Precast Concrete Intermediate Bent Caps,| | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0140 512C004 30.000 EACH| 2200.00000 66000.00| 2900.00000 87000.00| 2400.00000 72000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0150 512C007 10.000 EACH| 2200.00000 22000.00| 3187.00000 31870.00| 2600.00000 26000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000929034 COUNTIES : BULLOCK LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 06001 |(2) 13053 |(3) 03001 |F & W CONSTRUCTION CO., INC.|MCINNIS CORPORATION |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512D002 4.000 EACH| 2200.00000 8800.00| 3223.00000 12892.00| 2700.00000 10800.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0170 512D005 6.000 EACH| 2200.00000 13200.00| 3227.00000 19362.00| 2700.00000 16200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0180 512E001 8.000 EACH| 500.00000 4000.00| 284.00000 2272.00| 350.00000 2800.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0190 512E002 8.000 EACH| 500.00000 4000.00| 336.00000 2688.00| 400.00000 3200.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0200 512F001 4.000 EACH| 550.00000 2200.00| 475.75000 1903.00| 500.00000 2000.00 Precast Concrete Wing Panels, Type W2 | | | 0210 512F002 4.000 EACH| 550.00000 2200.00| 618.00000 2472.00| 625.00000 2500.00 Precast Concrete Wing Panels, Type W3 | | | 0220 512G000 4.000 EACH| 550.00000 2200.00| 445.00000 1780.00| 500.00000 2000.00 Precast Concrete Abutment Wing Cap Panel| | | 0230 600A000 LUMP| 30000.00000 30000.00| 11200.00000 11200.00| 42000.00000 42000.00 Mobilization | | | 0240 610C001 400.000 TON | 30.00000 12000.00| 27.00000 10800.00| 26.00000 10400.00 Loose Riprap, Class 2 | | | 0250 610D003 350.000 SQYD| 2.00000 700.00| 2.50000 875.00| 3.00000 1050.00 Filter Blanket, Geotextile | | | 0260 630C003 4.000 EACH| 1300.00000 5200.00| 1000.00000 4000.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0270 630C070 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0280 650A000 75.000 CYIP| 10.00000 750.00| 12.00000 900.00| 15.00000 1125.00 Topsoil | | | 0290 652A056 1.000 ACRE| 1.00000 1.00| 1500.00000 1500.00| 800.00000 800.00 Seeding (Mix 2E) | | | 0300 656A001 1.000 ACRE| 1.00000 1.00| 1800.00000 1800.00| 800.00000 800.00 Mulching, Class A, Type 2 | | | 0310 665F000 100.000 EACH| 4.00000 400.00| 4.00000 400.00| 5.00000 500.00 Hay Bales | | | 0320 665J000 200.000 LF | 3.00000 600.00| 6.00000 1200.00| 4.00000 800.00 Silt Fence, Type A | | | 0330 680A000 LUMP| 3000.00000 3000.00| 8000.00000 8000.00| 1500.00000 1500.00 Engineering Controls | | | 0340 701A008 1.000 MILE| 1.00000 1.00| 500.00000 500.00| 500.00000 500.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000929034 COUNTIES : BULLOCK LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 06001 |(2) 13053 |(3) 03001 |F & W CONSTRUCTION CO., INC.|MCINNIS CORPORATION |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 701A012 1.000 MILE| 1.00000 1.00| 500.00000 500.00| 500.00000 500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0360 740B000 258.000 SQFT| 12.00000 3096.00| 8.00000 2064.00| 12.00000 3096.00 Construction Signs | | | 0370 740F002 8.000 EACH| 300.00000 2400.00| 190.00000 1520.00| 350.00000 2800.00 Barricades, Type III | | | 0380 740I005 4.000 EACH| 300.00000 1200.00| 600.00000 2400.00| 275.00000 1100.00 Warning Lights, Type B (Detachable Head)| | | 0390 998A000 LUMP| 1000.00000 1000.00| 0.00000 0.00| 3000.00000 3000.00 Construction Fuel (Maximum Bid Limited | | | To $ 11,000.00) | | | SECTION TOTALS | $ 311,375.00| $ 337,635.00| $ 341,671.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 311,375.00| $ 337,635.00| $ 341,671.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20000929036 COUNTIES : BUTLER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 200 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-1475(1) for constructing the Bridge Replacement and Approaches on S.R.#185 over the CSX Railroad in Greenville. Length 0.640 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 0 03001 CLARK CONSTRUCTION COMPANY ,INC. $999,999,999.99 100.0000% 13053 MCINNIS CORPORATION IRREGULAR ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000929036 COUNTIES : BUTLER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ***** NO VALID BIDS WERE RECEIVED FOR CONTRACT ***** ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20000929038 COUNTIES : COFFEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1604(105) for constructing the Resurfacing and Traffic Stripe on C.R. #460 from C.R. #474 to C.R. #461, northeast of Kinston. Length - 3.468 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 228,015.70 100.0000% 2 01018 APAC-ALABAMA, INC. $ 232,727.75 102.0665% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 275,749.75 120.9345% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000929038 COUNTIES : COFFEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 |(3) 23024 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 9.000 SQYD| 50.00000 450.00| 53.00000 477.00| 35.00000 315.00 Removing Concrete Driveway | | | 0020 209A000 17.000 EACH| 35.00000 595.00| 52.00000 884.00| 100.00000 1700.00 Mailbox Reset, Single | | | 0030 305A000 1000.000 CYCP| 4.50000 4500.00| 8.25000 8250.00| 8.25000 8250.00 Borrow, Section 210, A-4 Or Better, For | | | Miscellaneous Use | | | 0040 405A000 2930.000 GAL | 1.50000 4395.00| 1.30000 3809.00| 1.64000 4805.20 Tack Coat | | | 0050 429A201 3525.000 TON | 29.96000 105609.00| 32.25000 113681.25| 37.69000 132857.25 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A206 1350.000 TON | 30.59000 41296.50| 36.55000 49342.50| 41.05000 55417.50 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429B212 1070.000 TON | 30.59000 32731.30| 31.65000 33865.50| 37.64000 40274.80 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 600A000 LUMP| 24028.90000 24028.90| 8000.00000 8000.00| 15000.00000 15000.00 Mobilization | | | 0090 652A061 2.000 ACRE| 500.00000 1000.00| 410.00000 820.00| 415.00000 830.00 Seeding (Mix 3E) | | | 0100 656A000 2.000 ACRE| 400.00000 800.00| 410.00000 820.00| 415.00000 830.00 Mulching, Class A, Type 1 | | | 0110 701A004 7.000 MILE| 300.00000 2100.00| 300.00000 2100.00| 300.00000 2100.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0120 701A035 4.000 MILE| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701A045 2.000 MILE| 600.00000 1200.00| 600.00000 1200.00| 600.00000 1200.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701C000 4.000 MILE| 280.00000 1120.00| 280.00000 1120.00| 280.00000 1120.00 Broken Temporary Traffic Stripe | | | 0150 701C001 8.000 MILE| 300.00000 2400.00| 300.00000 2400.00| 300.00000 2400.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000929038 COUNTIES : COFFEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 |(3) 23024 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 703A002 72.000 SQFT| 5.00000 360.00| 5.00000 360.00| 5.00000 360.00 Traffic Control Markings, Class 2, Type | | | A | | | 0170 740B000 186.000 SQFT| 5.00000 930.00| 7.25000 1348.50| 15.00000 2790.00 Construction Signs | | | 0180 740O000 1.000 EACH| 500.00000 500.00| 250.00000 250.00| 1500.00000 1500.00 Pilot Car | | | 0190 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ $12,000.00) | | | SECTION TOTALS | $ 228,015.70| $ 232,727.75| $ 275,749.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 228,015.70| $ 232,727.75| $ 275,749.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20000929039 COUNTIES : COFFEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1625(103) for constructing the Resurfacing and Traffic Stripe on C.R. #321 from C.R. #306 to C.R. #326, northwest of Elba. Length - 3.044 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 176,600.56 100.0000% 2 01018 APAC-ALABAMA, INC. $ 196,836.77 111.4587% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 219,059.81 124.0425% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000929039 COUNTIES : COFFEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 |(3) 23024 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 10.000 EACH| 30.00000 300.00| 75.44000 754.40| 100.00000 1000.00 Mailbox Reset, Single | | | 0020 305A000 1588.000 CYCP| 6.00000 9528.00| 7.26000 11528.88| 9.50000 15086.00 Borrow, Section 210, A-4 Or Better, For | | | Miscellaneous Use | | | 0030 405A000 2752.000 GAL | 1.50000 4128.00| 1.77000 4871.04| 1.64000 4513.28 Tack Coat | | | 0040 429A201 2814.000 TON | 30.25000 85123.50| 35.55000 100037.70| 39.45000 111012.30 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 715.000 TON | 31.89000 22801.35| 39.41000 28178.15| 43.25000 30923.75 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B212 782.000 TON | 30.64000 23960.48| 34.68000 27119.76| 37.64000 29434.48 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 16261.23000 16261.23| 8170.00000 8170.00| 10500.00000 10500.00 Mobilization | | | 0080 652A061 3.000 ACRE| 500.00000 1500.00| 410.00000 1230.00| 415.00000 1245.00 Seeding (Mix 3E) | | | 0090 656A000 3.000 ACRE| 400.00000 1200.00| 410.00000 1230.00| 415.00000 1245.00 Mulching, Class A, Type 1 | | | 0100 701A004 6.000 MILE| 300.00000 1800.00| 300.00000 1800.00| 300.00000 1800.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0110 701A035 4.000 MILE| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 1.000 MILE| 600.00000 600.00| 600.00000 600.00| 600.00000 600.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0130 701C000 2.000 MILE| 280.00000 560.00| 280.00000 560.00| 280.00000 560.00 Broken Temporary Traffic Stripe | | | 0140 701C001 8.000 MILE| 300.00000 2400.00| 300.00000 2400.00| 300.00000 2400.00 Solid Temporary Traffic Stripe | | | 0150 703A002 150.000 SQFT| 3.00000 450.00| 3.00000 450.00| 3.00000 450.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20000929039 COUNTIES : COFFEE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 01018 |(3) 23024 |BULLARD EXCAVATING, INC. |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 740B000 186.000 SQFT| 8.00000 1488.00| 12.94000 2406.84| 15.00000 2790.00 Construction Signs | | | 0170 740O000 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 1500.00000 1500.00 Pilot Car | | | 0180 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 9000.00) | | | SECTION TOTALS | $ 176,600.56| $ 196,836.77| $ 219,059.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 176,600.56| $ 196,836.77| $ 219,059.81 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20000929042 COUNTIES : CRENSHAW LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2114(105) for constructing the Resurfacing, Traffic Stripe, Guardrail and Drainage on C.R.#59 from south of C.R.#66 to the Montgomery County Line at Lapine. Length 5.292 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 329,834.00 100.0000% 2 01018 APAC-ALABAMA, INC. $ 337,915.00 102.4500% 3 02032 BULLARD EXCAVATING, INC. $ 377,081.00 114.3244% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20000929042 COUNTIES : CRENSHAW LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 |(3) 02032 |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D000 62.000 LF | 10.00000 620.00| 25.00000 1550.00| 10.00000 620.00 Removing Pipe | | | 0020 206E000 3.000 EACH| 300.00000 900.00| 450.00000 1350.00| 350.00000 1050.00 Removing Headwalls | | | 0030 212A000 420.000 STA | 22.00000 9240.00| 25.00000 10500.00| 100.00000 42000.00 Machine Grading Shoulders | | | 0040 214A000 65.000 CUYD| 6.00000 390.00| 7.00000 455.00| 10.00000 650.00 Structure Excavation | | | 0050 214B000 22.000 CUYD| 6.00000 132.00| 12.00000 264.00| 5.00000 110.00 Foundation Backfill, Local | | | 0060 305A000 325.000 CYCP| 10.00000 3250.00| 17.50000 5687.50| 7.00000 2275.00 Borrow, Section 210, A4 or Better, For | | | Miscellaneous Use | | | 0070 405A000 2600.000 GAL | 1.69000 4394.00| 1.00000 2600.00| 2.00000 5200.00 Tack Coat | | | 0080 429A201 5025.000 TON | 37.64000 189141.00| 35.50000 178387.50| 36.36000 182709.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0090 429A204 150.000 TON | 65.00000 9750.00| 70.50000 10575.00| 75.00000 11250.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0100 429A206 200.000 TON | 47.00000 9400.00| 38.65000 7730.00| 55.00000 11000.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0110 530A001 106.000 LF | 30.00000 3180.00| 60.00000 6360.00| 30.00000 3180.00 18" Roadway Pipe (Class 3 R.C.) | | | 0120 530A106 16.000 LF | 85.00000 1360.00| 143.00000 2288.00| 150.00000 2400.00 48" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0130 600A000 LUMP| 25000.00000 25000.00| 34500.00000 34500.00| 37500.00000 37500.00 Mobilization | | | 0140 619A057 1.000 EACH| 2450.00000 2450.00| 2315.00000 2315.00| 2500.00000 2500.00 48" Roadway Pipe End Treatment, Class 2 | | | 0150 619A101 2.000 EACH| 400.00000 800.00| 475.00000 950.00| 800.00000 1600.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20000929042 COUNTIES : CRENSHAW LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 |(3) 02032 |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 620A000 1.000 CUYD| 600.00000 600.00| 1050.00000 1050.00| 1000.00000 1000.00 Minor Structure Concrete | | | 0170 630A000 100.000 LF | 15.50000 1550.00| 16.30000 1630.00| 15.50000 1550.00 Steel Beam Guardrail, Class A, Type 1 | | | 0180 630C003 4.000 EACH| 1000.00000 4000.00| 1050.00000 4200.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0190 630C022 4.000 EACH| 1600.00000 6400.00| 1685.00000 6740.00| 1600.00000 6400.00 Guardrail End Anchor, Type Special | | | 0200 630C070 8.000 EACH| 1525.00000 12200.00| 1605.00000 12840.00| 1525.00000 12200.00 Guardrail End Anchor, Type 10 Series | | | 0210 652A061 13.000 ACRE| 470.00000 6110.00| 480.00000 6240.00| 425.00000 5525.00 Seeding (Mix 3E) | | | 0220 656A000 13.000 ACRE| 400.00000 5200.00| 480.00000 6240.00| 425.00000 5525.00 Mulching, Class A, Type 1 | | | 0230 665F000 15.000 EACH| 5.00000 75.00| 30.00000 450.00| 5.00000 75.00 Hay Bales | | | 0240 665J000 100.000 LF | 5.00000 500.00| 12.00000 1200.00| 7.50000 750.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 5000.00000 5000.00 Engineering Controls | | | 0260 701A031 11.000 MILE| 940.00000 10340.00| 990.00000 10890.00| 940.00000 10340.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0270 701A035 6.000 MILE| 1050.00000 6300.00| 1105.00000 6630.00| 1050.00000 6300.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0280 701A045 4.000 MILE| 600.00000 2400.00| 630.00000 2520.00| 600.00000 2400.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0290 701C000 4.000 MILE| 400.00000 1600.00| 420.00000 1680.00| 400.00000 1600.00 Broken Temporary Traffic Stripe | | | 0300 701C001 6.000 MILE| 400.00000 2400.00| 420.00000 2520.00| 400.00000 2400.00 Solid Temporary Traffic Stripe | | | 0310 703A002 300.000 SQFT| 4.00000 1200.00| 4.20000 1260.00| 4.00000 1200.00 Traffic Control Markings, Class 2, Type | | | A | | | 0320 703D001 300.000 SQFT| 1.30000 390.00| 1.40000 420.00| 1.30000 390.00 Temporary Traffic Control Markings | | | 0330 740B000 261.000 SQFT| 17.00000 4437.00| 13.00000 3393.00| 12.00000 3132.00 Construction Signs | | | 0340 740E000 50.000 EACH| 15.00000 750.00| 30.00000 1500.00| 10.00000 500.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20000929042 COUNTIES : CRENSHAW LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 |(3) 02032 |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 740M000 50.000 EACH| 7.50000 375.00| 0.00000 0.00| 5.00000 250.00 Weight For Cone | | | 0360 740O000 1.000 EACH| 1500.00000 1500.00| 0.00000 0.00| 2500.00000 2500.00 Pilot Car | | | 0370 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ $15,700.00) | | | SECTION TOTALS | $ 329,834.00| $ 337,915.00| $ 377,081.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 329,834.00| $ 337,915.00| $ 377,081.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20000929043 COUNTIES : DALLAS LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-2400(11) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#65 from C.R.#37 to S.R.#22 in Selma. Length 3.743 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 325,417.75 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 328,887.75 101.0663% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20000929043 COUNTIES : DALLAS LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02033 | |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO.,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 785.000 LF | 2.10000 1648.50| 2.00000 1570.00| Removing Guardrail | | | 0020 210D021 1000.000 CYIP| 14.75000 14750.00| 9.75000 9750.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A4 or Better) | | | 0030 405A000 2000.000 GAL | 1.10000 2200.00| 1.00000 2000.00| Tack Coat | | | 0040 429A201 3394.000 TON | 38.30000 129990.20| 38.70000 131347.80| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 1318.000 TON | 37.25000 49095.50| 40.95000 53972.10| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B213 961.000 TON | 35.30000 33923.30| 41.10000 39497.10| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 600A000 LUMP| 21000.00000 21000.00| 20700.00000 20700.00| Mobilization | | | 0080 630A000 150.000 LF | 16.30000 2445.00| 15.50000 2325.00| Steel Beam Guardrail, Class A, Type 1 | | | 0090 630A004 615.000 LF | 23.15000 14237.25| 22.00000 13530.00| Steel Beam Guardrail, Class B, Type 2 | | | 0100 630C022 8.000 EACH| 1685.00000 13480.00| 1600.00000 12800.00| Guardrail End Anchor, Type Special | | | 0110 630C050 4.000 EACH| 1950.00000 7800.00| 1850.00000 7400.00| Guardrail End Anchor, Type 20 Series | | | 0120 630C070 4.000 EACH| 1580.00000 6320.00| 1500.00000 6000.00| Guardrail End Anchor, Type 10 Series | | | 0130 652A056 2.000 ACRE| 790.00000 1580.00| 500.00000 1000.00| Seeding (Mix 2E) | | | 0140 656A000 2.000 ACRE| 790.00000 1580.00| 500.00000 1000.00| Mulching, Class A, Type 1 | | | 0150 665F000 100.000 EACH| 10.00000 1000.00| 8.00000 800.00| Hay Bales | | | 0160 665J000 800.000 LF | 5.40000 4320.00| 5.00000 4000.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20000929043 COUNTIES : DALLAS LETTING DATE : 09/29/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02033 | |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO.,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 701A030 8.000 MILE| 631.00000 5048.00| 600.00000 4800.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0180 701A034 7.000 MILE| 631.00000 4417.00| 600.00000 4200.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0190 701A044 1.000 MILE| 315.00000 315.00| 300.00000 300.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0200 701C000 1.000 MILE| 370.00000 370.00| 350.00000 350.00| Broken Temporary Traffic Stripe | | | 0210 701C001 8.000 MILE| 370.00000 2960.00| 350.00000 2800.00| Solid Temporary Traffic Stripe | | | 0220 703A004 48.000 SQFT| 10.50000 504.00| 10.00000 480.00| Traffic Control Markings, Class 2T, | | | Type A | | | 0230 705A032 50.000 EACH| 5.25000 262.50| 5.00000 250.00| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 500.000 EACH| 5.55000 2775.00| 5.25000 2625.00| Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 159.000 SQFT| 13.50000 2146.50| 14.25000 2265.75| Construction Signs | | | 0260 740D000 25.000 EACH| 50.00000 1250.00| 46.00000 1150.00| Channelizing Drums | | | 0270 740O000 1.000 EACH| 0.00000 0.00| 1975.00000 1975.00| Pilot Car | | | 0280 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 14,000.00) | | | SECTION TOTALS | $ 325,417.75| $ 328,887.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 325,417.75| $ 328,887.75| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20000929044 COUNTIES : FAYETTE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2925(101) for constructing the Resurfacing and Traffic Stripe on C.R.#49 from S.R.#129 to S.R.#171 in Winfield. Length 7.018 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 389,984.30 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 390,805.01 100.2104% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20000929044 COUNTIES : FAYETTE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 04013 | |S. T. BUNN CONSTRUCTION CO.,|DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D023 4000.000 CYIP| 5.75000 23000.00| 5.98000 23920.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 (0) Or Better) | | | 0020 405A000 2470.000 GAL | 1.00000 2470.00| 0.82000 2025.40| Tack Coat | | | 0030 424A200 5105.000 TON | 32.06000 163666.30| 33.13000 169128.65| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 424A206 4900.000 TON | 32.06000 157094.00| 32.27000 158123.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 9450.00000 9450.00| 2812.08000 2812.08| Mobilization | | | 0060 630A000 75.000 LF | 25.00000 1875.00| 63.33000 4749.75| Steel Beam Guardrail, Class A, Type 1 | | | 0070 630C070 4.000 EACH| 2100.00000 8400.00| 1541.81000 6167.24| Guardrail End Anchor, Type 10 Series | | | 0080 701A004 14.000 MILE| 320.00000 4480.00| 352.42000 4933.88| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0090 701A008 3.000 MILE| 180.00000 540.00| 198.23000 594.69| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0100 701A012 11.000 MILE| 320.00000 3520.00| 352.42000 3876.62| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701C000 7.000 MILE| 340.00000 2380.00| 374.44000 2621.08| Broken Temporary Traffic Stripe | | | 0120 701C001 21.000 MILE| 380.00000 7980.00| 418.50000 8788.50| Solid Temporary Traffic Stripe | | | 0130 740B000 367.000 SQFT| 12.00000 4404.00| 8.27000 3035.09| Construction Signs | | | 0140 740E000 25.000 EACH| 1.00000 25.00| 0.12000 3.00| Cones (36 Inches High) | | | 0150 740O000 1.000 EACH| 700.00000 700.00| 24.87000 24.87| Pilot Car | | | 0160 998A000 LUMP| 0.00000 0.00| 1.16000 1.16| Construction Fuel (Maximum Bid Limited | | | To $ $20,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20000929044 COUNTIES : FAYETTE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 04013 | |S. T. BUNN CONSTRUCTION CO.,|DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 389,984.30| $ 390,805.01| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 389,984.30| $ 390,805.01| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 105 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : BR-3117(103) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on S.R.#123 at Pates Creek north of Slocomb. Length 0.141 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,131,871.51 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,153,275.85 101.8910% 3 01018 APAC-ALABAMA, INC. $ 1,160,473.05 102.5269% 4 12019 LEVERETT CONSTRUCTION COMPANY $ 1,211,917.80 107.0720% 5 04009 W. W. DYAR & SONS, INC. $ 1,220,833.00 107.8596% 6 07001 S. A. GRAHAM COMPANY, INC. $ 1,286,415.73 113.6538% 7 08017 H & L CONSTRUCTION, INC. $ 1,287,056.75 113.7104% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 03001 |(3) 01018 |BULLARD EXCAVATING, INC. |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 10000.00000 10000.00| 33000.00000 33000.00| 10264.00000 10264.00 Clearing & Grubbing (Approximately 4 | | | Acres) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 35000.00000 35000.00| 99000.00000 99000.00 Removal Of Old Bridge Station 99+49.84 | | | 0030 206C010 80.000 SQYD| 10.00000 800.00| 16.00000 1280.00| 18.94000 1515.20 Removing Concrete Driveway | | | 0040 210A000 925.000 CYIP| 8.00000 7400.00| 2.81000 2599.25| 3.62000 3348.50 Unclassified Excavation | | | 0050 210D010 9000.000 CYIP| 7.50000 67500.00| 5.98000 53820.00| 0.01000 90.00 Borrow Excavation (A2 or Better) | | | 0060 210D011 9118.000 CYIP| 6.50000 59267.00| 5.72000 52154.96| 4.28000 39025.04 Borrow Excavation (A4 or Better) | | | 0070 214A000 3125.000 CUYD| 10.00000 31250.00| 8.00000 25000.00| 22.00000 68750.00 Structure Excavation | | | 0080 214B001 3125.000 CUYD| 25.00000 78125.00| 30.00000 93750.00| 20.50000 64062.50 Foundation Backfill, Commercial | | | 0090 230A000 8.000 RBST| 200.00000 1600.00| 416.00000 3328.00| 368.63000 2949.04 Roadbed Processing | | | 0100 301A222 3500.000 SYCP| 6.50000 22750.00| 5.62000 19670.00| 4.58000 16030.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0110 401A000 2170.000 SYCP| 0.50000 1085.00| 0.36000 781.20| 0.36000 781.20 Bituminous Treatment A | | | 0120 405A000 1555.000 GAL | 2.00000 3110.00| 4.04000 6282.20| 4.00000 6220.00 Tack Coat | | | 0130 424A220 2730.000 TON | 32.07000 87551.10| 36.36000 99262.80| 36.00000 98280.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0140 424A226 500.000 TON | 39.26000 19630.00| 41.24000 20620.00| 40.83000 20415.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0150 424B421 5060.000 TON | 30.58000 154734.80| 34.79000 176037.40| 34.45000 174317.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Max Aggregate Size Mix,| | | ESAL Range B | | | 0160 424B533 1668.000 TON | 29.99000 50023.32| 33.09000 55194.12| 32.76000 54643.68 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1 1/2 " Maximum | | | Aggregate Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 03001 |(3) 01018 |BULLARD EXCAVATING, INC. |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 430B000 25.000 TNCP| 50.00000 1250.00| 30.00000 750.00| 31.66000 791.50 Aggregate Surfacing (AHD #467 Or #57) | | | 0180 502A000 82002.000 LB | 0.50000 41001.00| 0.60000 49201.20| 0.40000 32800.80 Steel Reinforcement | | | 0190 505I000 4224.000 SQFT| 7.00000 29568.00| 18.00000 76032.00| 21.00000 88704.00 Temporary Steel Sheet Piling | | | 0200 524A011 492.000 CUYD| 400.00000 196800.00| 350.00000 172200.00| 325.00000 159900.00 Culvert Concrete (Cast In Place) | | | 0210 600A000 LUMP| 126706.29000 126706.29| 60000.00000 60000.00| 106030.00000 106030.00 Mobilization | | | 0220 608A000 820.000 SQYD| 3.00000 2460.00| 2.50000 2050.00| 2.50000 2050.00 Separation Geotextile | | | 0230 610C001 616.000 TON | 30.00000 18480.00| 29.00000 17864.00| 30.00000 18480.00 Loose Riprap, Class 2 | | | 0240 610D003 1105.000 SQYD| 2.00000 2210.00| 3.00000 3315.00| 2.50000 2762.50 Filter Blanket, Geotextile | | | 0250 618B002 80.000 SQYD| 38.00000 3040.00| 40.00000 3200.00| 41.33000 3306.40 Concrete Driveway, 6" Thick | | | 0260 630A000 184.000 LF | 21.00000 3864.00| 21.00000 3864.00| 21.00000 3864.00 Steel Beam Guardrail, Class A, Type 1 | | | 0270 630C070 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00 Guardrail End Anchor, Type 10 Series | | | 0280 650B000 1104.000 CYIP| 5.00000 5520.00| 3.18000 3510.72| 5.26000 5807.04 Topsoil From Stockpiles | | | 0290 651B000 8.000 TON | 40.00000 320.00| 75.00000 600.00| 35.00000 280.00 Agricultural Limestone | | | 0300 651C000 3.000 TON | 200.00000 600.00| 350.00000 1050.00| 280.00000 840.00 8-8-8 Commercial Fertilizer | | | 0310 651F000 1.000 TON | 45.00000 45.00| 450.00000 450.00| 220.00000 220.00 Ammonium Nitrate | | | 0320 652A061 7.000 ACRE| 465.00000 3255.00| 700.00000 4900.00| 398.00000 2786.00 Seeding (Mix 3E) | | | 0330 656A000 7.000 ACRE| 450.00000 3150.00| 650.00000 4550.00| 398.00000 2786.00 Mulching, Class A, Type 1 | | | 0340 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 4.50000 450.00 Hay Bales | | | 0350 665I000 160.000 TON | 40.00000 6400.00| 35.00000 5600.00| 45.00000 7200.00 Temporary Riprap, Class 2 | | | 0360 665J000 1800.000 LF | 7.50000 13500.00| 4.00000 7200.00| 3.15000 5670.00 Silt Fence, Type A | | | 0370 665K000 80.000 CUYD| 10.50000 840.00| 12.00000 960.00| 15.00000 1200.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 03001 |(3) 01018 |BULLARD EXCAVATING, INC. |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 666A001 2.000 ACRE| 50.00000 100.00| 50.00000 100.00| 10.00000 20.00 Pest Control Treatment | | | 0390 680A000 LUMP| 5000.00000 5000.00| 2500.00000 2500.00| 7691.93000 7691.93 Engineering Controls | | | 0400 701A006 9.000 MILE| 480.00000 4320.00| 480.00000 4320.00| 480.00000 4320.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0410 701A010 3.000 MILE| 270.00000 810.00| 270.00000 810.00| 270.00000 810.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0420 701A014 5.000 MILE| 480.00000 2400.00| 480.00000 2400.00| 480.00000 2400.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0430 701C000 5.000 MILE| 300.00000 1500.00| 300.00000 1500.00| 300.00000 1500.00 Broken Temporary Traffic Stripe | | | 0440 701C001 19.000 MILE| 320.00000 6080.00| 320.00000 6080.00| 320.00000 6080.00 Solid Temporary Traffic Stripe | | | 0450 701D007 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 Solid Traffic Stripe Removed (Paint) | | | 0460 701D014 1.000 MILE| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Broken Traffic Stripe Removed (Paint) | | | 0470 703A000 260.000 SQFT| 1.20000 312.00| 1.20000 312.00| 1.20000 312.00 Traffic Control Markings, Class 1, Type | | | A | | | 0480 705A032 250.000 EACH| 4.70000 1175.00| 4.70000 1175.00| 4.70000 1175.00 Pavement Markers, Class A-H, Type 1-B | | | 0490 705A037 730.000 EACH| 4.90000 3577.00| 4.90000 3577.00| 4.90000 3577.00 Pavement Markers, Class A-H, Type 2-D | | | 0500 740B000 1276.000 SQFT| 12.00000 15312.00| 10.00000 12760.00| 9.96000 12708.96 Construction Signs | | | 0510 740E000 50.000 EACH| 5.00000 250.00| 15.00000 750.00| 3.85000 192.50 Cones (36 Inches High) | | | 0520 740F002 12.000 EACH| 150.00000 1800.00| 300.00000 3600.00| 218.42000 2621.04 Barricades, Type III | | | 0530 740I005 2.000 EACH| 75.00000 150.00| 300.00000 600.00| 308.36000 616.72 Warning Lights, Type B (Detachable Head)| | | 0540 740M000 50.000 EACH| 1.00000 50.00| 10.00000 500.00| 2.57000 128.50 Weight For Cone | | | 0550 740O000 1.000 EACH| 500.00000 500.00| 1515.00000 1515.00| 1500.00000 1500.00 Pilot Car | | | 0560 998A000 LUMP| 0.00000 0.00| 6000.00000 6000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 49,500.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -5 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 02032 |(2) 03001 |(3) 01018 |BULLARD EXCAVATING, INC. |CLARK CONSTRUCTION CO., INC.|APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,131,871.51| $ 1,153,275.85| $ 1,160,473.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,131,871.51| $ 1,153,275.85| $ 1,160,473.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -6 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 12019 |(5) 04009 |(6) 07001 |LEVERETT CONSTRUCTION COMPAN|W. W. DYAR & SONS, INC. |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 65000.00000 65000.00| 20000.00000 20000.00| 40000.00000 40000.00 Clearing & Grubbing (Approximately 4 | | | Acres) | | | 0020 206A000 LUMP| 8000.00000 8000.00| 15000.00000 15000.00| 20000.00000 20000.00 Removal Of Old Bridge Station 99+49.84 | | | 0030 206C010 80.000 SQYD| 15.00000 1200.00| 6.00000 480.00| 10.00000 800.00 Removing Concrete Driveway | | | 0040 210A000 925.000 CYIP| 3.00000 2775.00| 3.00000 2775.00| 5.00000 4625.00 Unclassified Excavation | | | 0050 210D010 9000.000 CYIP| 4.00000 36000.00| 8.00000 72000.00| 5.00000 45000.00 Borrow Excavation (A2 or Better) | | | 0060 210D011 9118.000 CYIP| 5.00000 45590.00| 10.00000 91180.00| 5.00000 45590.00 Borrow Excavation (A4 or Better) | | | 0070 214A000 3125.000 CUYD| 10.00000 31250.00| 8.00000 25000.00| 9.75000 30468.75 Structure Excavation | | | 0080 214B001 3125.000 CUYD| 30.00000 93750.00| 32.00000 100000.00| 35.00000 109375.00 Foundation Backfill, Commercial | | | 0090 230A000 8.000 RBST| 300.00000 2400.00| 400.00000 3200.00| 250.00000 2000.00 Roadbed Processing | | | 0100 301A222 3500.000 SYCP| 6.00000 21000.00| 7.00000 24500.00| 6.00000 21000.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0110 401A000 2170.000 SYCP| 0.42000 911.40| 0.40000 868.00| 0.36000 781.20 Bituminous Treatment A | | | 0120 405A000 1555.000 GAL | 4.00000 6220.00| 4.40000 6842.00| 4.00000 6220.00 Tack Coat | | | 0130 424A220 2730.000 TON | 36.00000 98280.00| 40.00000 109200.00| 36.00000 98280.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0140 424A226 500.000 TON | 40.83000 20415.00| 45.00000 22500.00| 40.83000 20415.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0150 424B421 5060.000 TON | 34.45000 174317.00| 38.00000 192280.00| 34.45000 174317.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Max Aggregate Size Mix,| | | ESAL Range B | | | 0160 424B533 1668.000 TON | 32.76000 54643.68| 36.00000 60048.00| 32.76000 54643.68 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1 1/2 " Maximum | | | Aggregate Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -7 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 12019 |(5) 04009 |(6) 07001 |LEVERETT CONSTRUCTION COMPAN|W. W. DYAR & SONS, INC. |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 430B000 25.000 TNCP| 25.00000 625.00| 32.00000 800.00| 25.00000 625.00 Aggregate Surfacing (AHD #467 Or #57) | | | 0180 502A000 82002.000 LB | 0.50000 41001.00| 0.50000 41001.00| 0.55000 45101.10 Steel Reinforcement | | | 0190 505I000 4224.000 SQFT| 24.73000 104459.52| 14.00000 59136.00| 28.00000 118272.00 Temporary Steel Sheet Piling | | | 0200 524A011 492.000 CUYD| 500.00000 246000.00| 290.00000 142680.00| 575.00000 282900.00 Culvert Concrete (Cast In Place) | | | 0210 600A000 LUMP| 50000.00000 50000.00| 75000.00000 75000.00| 46690.00000 46690.00 Mobilization | | | 0220 608A000 820.000 SQYD| 4.00000 3280.00| 5.00000 4100.00| 3.00000 2460.00 Separation Geotextile | | | 0230 610C001 616.000 TON | 30.00000 18480.00| 34.00000 20944.00| 30.00000 18480.00 Loose Riprap, Class 2 | | | 0240 610D003 1105.000 SQYD| 3.00000 3315.00| 5.00000 5525.00| 3.00000 3315.00 Filter Blanket, Geotextile | | | 0250 618B002 80.000 SQYD| 40.00000 3200.00| 28.00000 2240.00| 38.00000 3040.00 Concrete Driveway, 6" Thick | | | 0260 630A000 184.000 LF | 21.00000 3864.00| 28.00000 5152.00| 21.00000 3864.00 Steel Beam Guardrail, Class A, Type 1 | | | 0270 630C070 4.000 EACH| 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00 Guardrail End Anchor, Type 10 Series | | | 0280 650B000 1104.000 CYIP| 4.00000 4416.00| 7.00000 7728.00| 4.50000 4968.00 Topsoil From Stockpiles | | | 0290 651B000 8.000 TON | 40.00000 320.00| 100.00000 800.00| 35.00000 280.00 Agricultural Limestone | | | 0300 651C000 3.000 TON | 200.00000 600.00| 100.00000 300.00| 280.00000 840.00 8-8-8 Commercial Fertilizer | | | 0310 651F000 1.000 TON | 45.00000 45.00| 100.00000 100.00| 220.00000 220.00 Ammonium Nitrate | | | 0320 652A061 7.000 ACRE| 465.00000 3255.00| 900.00000 6300.00| 398.00000 2786.00 Seeding (Mix 3E) | | | 0330 656A000 7.000 ACRE| 450.00000 3150.00| 600.00000 4200.00| 390.00000 2730.00 Mulching, Class A, Type 1 | | | 0340 665F000 100.000 EACH| 8.00000 800.00| 5.00000 500.00| 6.00000 600.00 Hay Bales | | | 0350 665I000 160.000 TON | 40.00000 6400.00| 32.00000 5120.00| 35.00000 5600.00 Temporary Riprap, Class 2 | | | 0360 665J000 1800.000 LF | 3.50000 6300.00| 5.00000 9000.00| 4.00000 7200.00 Silt Fence, Type A | | | 0370 665K000 80.000 CUYD| 8.00000 640.00| 20.00000 1600.00| 20.00000 1600.00 Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -8 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 12019 |(5) 04009 |(6) 07001 |LEVERETT CONSTRUCTION COMPAN|W. W. DYAR & SONS, INC. |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 666A001 2.000 ACRE| 50.00000 100.00| 50.00000 100.00| 1.00000 2.00 Pest Control Treatment | | | 0390 680A000 LUMP| 4000.00000 4000.00| 15000.00000 15000.00| 4500.00000 4500.00 Engineering Controls | | | 0400 701A006 9.000 MILE| 480.00000 4320.00| 600.00000 5400.00| 480.00000 4320.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0410 701A010 3.000 MILE| 270.00000 810.00| 400.00000 1200.00| 270.00000 810.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0420 701A014 5.000 MILE| 480.00000 2400.00| 600.00000 3000.00| 480.00000 2400.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0430 701C000 5.000 MILE| 300.00000 1500.00| 400.00000 2000.00| 300.00000 1500.00 Broken Temporary Traffic Stripe | | | 0440 701C001 19.000 MILE| 320.00000 6080.00| 300.00000 5700.00| 320.00000 6080.00 Solid Temporary Traffic Stripe | | | 0450 701D007 1.000 MILE| 1200.00000 1200.00| 800.00000 800.00| 1200.00000 1200.00 Solid Traffic Stripe Removed (Paint) | | | 0460 701D014 1.000 MILE| 1000.00000 1000.00| 800.00000 800.00| 1000.00000 1000.00 Broken Traffic Stripe Removed (Paint) | | | 0470 703A000 260.000 SQFT| 1.20000 312.00| 4.00000 1040.00| 1.20000 312.00 Traffic Control Markings, Class 1, Type | | | A | | | 0480 705A032 250.000 EACH| 4.70000 1175.00| 6.00000 1500.00| 4.70000 1175.00 Pavement Markers, Class A-H, Type 1-B | | | 0490 705A037 730.000 EACH| 4.90000 3577.00| 6.00000 4380.00| 4.90000 3577.00 Pavement Markers, Class A-H, Type 2-D | | | 0500 740B000 1276.000 SQFT| 8.70000 11101.20| 14.00000 17864.00| 14.50000 18502.00 Construction Signs | | | 0510 740E000 50.000 EACH| 12.40000 620.00| 15.00000 750.00| 30.00000 1500.00 Cones (36 Inches High) | | | 0520 740F002 12.000 EACH| 190.00000 2280.00| 275.00000 3300.00| 400.00000 4800.00 Barricades, Type III | | | 0530 740I005 2.000 EACH| 270.00000 540.00| 200.00000 400.00| 450.00000 900.00 Warning Lights, Type B (Detachable Head)| | | 0540 740M000 50.000 EACH| 10.00000 500.00| 10.00000 500.00| 5.00000 250.00 Weight For Cone | | | 0550 740O000 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 1500.00000 1500.00 Pilot Car | | | 0560 998A000 LUMP| 0.00000 0.00| 10000.00000 10000.00| 1.00000 1.00 Construction Fuel (Maximum Bid Limited | | | To $ 49,500.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -9 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 12019 |(5) 04009 |(6) 07001 |LEVERETT CONSTRUCTION COMPAN|W. W. DYAR & SONS, INC. |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,211,917.80| $ 1,220,833.00| $ 1,286,415.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,211,917.80| $ 1,220,833.00| $ 1,286,415.73 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -10 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 08017 | | |H & L CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 20000.00000 20000.00| | Clearing & Grubbing (Approximately 4 | | | Acres) | | | 0020 206A000 LUMP| 20000.00000 20000.00| | Removal Of Old Bridge Station 99+49.84 | | | 0030 206C010 80.000 SQYD| 16.00000 1280.00| | Removing Concrete Driveway | | | 0040 210A000 925.000 CYIP| 3.20000 2960.00| | Unclassified Excavation | | | 0050 210D010 9000.000 CYIP| 4.25000 38250.00| | Borrow Excavation (A2 or Better) | | | 0060 210D011 9118.000 CYIP| 5.30000 48325.40| | Borrow Excavation (A4 or Better) | | | 0070 214A000 3125.000 CUYD| 12.50000 39062.50| | Structure Excavation | | | 0080 214B001 3125.000 CUYD| 35.00000 109375.00| | Foundation Backfill, Commercial | | | 0090 230A000 8.000 RBST| 320.00000 2560.00| | Roadbed Processing | | | 0100 301A222 3500.000 SYCP| 6.35000 22225.00| | Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0110 401A000 2170.000 SYCP| 0.45000 976.50| | Bituminous Treatment A | | | 0120 405A000 1555.000 GAL | 4.25000 6608.75| | Tack Coat | | | 0130 424A220 2730.000 TON | 40.00000 109200.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0140 424A226 500.000 TON | 42.00000 21000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0150 424B421 5060.000 TON | 36.50000 184690.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Max Aggregate Size Mix,| | | ESAL Range B | | | 0160 424B533 1668.000 TON | 34.50000 57546.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1 1/2 " Maximum | | | Aggregate Size Mix, ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -11 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 08017 | | |H & L CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 430B000 25.000 TNCP| 27.50000 687.50| | Aggregate Surfacing (AHD #467 Or #57) | | | 0180 502A000 82002.000 LB | 0.55000 45101.10| | Steel Reinforcement | | | 0190 505I000 4224.000 SQFT| 26.50000 111936.00| | Temporary Steel Sheet Piling | | | 0200 524A011 492.000 CUYD| 550.00000 270600.00| | Culvert Concrete (Cast In Place) | | | 0210 600A000 LUMP| 34000.00000 34000.00| | Mobilization | | | 0220 608A000 820.000 SQYD| 3.20000 2624.00| | Separation Geotextile | | | 0230 610C001 616.000 TON | 35.00000 21560.00| | Loose Riprap, Class 2 | | | 0240 610D003 1105.000 SQYD| 3.00000 3315.00| | Filter Blanket, Geotextile | | | 0250 618B002 80.000 SQYD| 50.00000 4000.00| | Concrete Driveway, 6" Thick | | | 0260 630A000 184.000 LF | 21.00000 3864.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0270 630C070 4.000 EACH| 1600.00000 6400.00| | Guardrail End Anchor, Type 10 Series | | | 0280 650B000 1104.000 CYIP| 4.25000 4692.00| | Topsoil From Stockpiles | | | 0290 651B000 8.000 TON | 45.00000 360.00| | Agricultural Limestone | | | 0300 651C000 3.000 TON | 225.00000 675.00| | 8-8-8 Commercial Fertilizer | | | 0310 651F000 1.000 TON | 300.00000 300.00| | Ammonium Nitrate | | | 0320 652A061 7.000 ACRE| 500.00000 3500.00| | Seeding (Mix 3E) | | | 0330 656A000 7.000 ACRE| 500.00000 3500.00| | Mulching, Class A, Type 1 | | | 0340 665F000 100.000 EACH| 5.00000 500.00| | Hay Bales | | | 0350 665I000 160.000 TON | 30.00000 4800.00| | Temporary Riprap, Class 2 | | | 0360 665J000 1800.000 LF | 5.25000 9450.00| | Silt Fence, Type A | | | 0370 665K000 80.000 CUYD| 20.00000 1600.00| | Drainage Sump Excavation | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -12 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 08017 | | |H & L CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0380 666A001 2.000 ACRE| 55.00000 110.00| | Pest Control Treatment | | | 0390 680A000 LUMP| 6000.00000 6000.00| | Engineering Controls | | | 0400 701A006 9.000 MILE| 510.00000 4590.00| | Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0410 701A010 3.000 MILE| 285.00000 855.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0420 701A014 5.000 MILE| 510.00000 2550.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0430 701C000 5.000 MILE| 320.00000 1600.00| | Broken Temporary Traffic Stripe | | | 0440 701C001 19.000 MILE| 340.00000 6460.00| | Solid Temporary Traffic Stripe | | | 0450 701D007 1.000 MILE| 1250.00000 1250.00| | Solid Traffic Stripe Removed (Paint) | | | 0460 701D014 1.000 MILE| 1100.00000 1100.00| | Broken Traffic Stripe Removed (Paint) | | | 0470 703A000 260.000 SQFT| 1.30000 338.00| | Traffic Control Markings, Class 1, Type | | | A | | | 0480 705A032 250.000 EACH| 5.00000 1250.00| | Pavement Markers, Class A-H, Type 1-B | | | 0490 705A037 730.000 EACH| 5.20000 3796.00| | Pavement Markers, Class A-H, Type 2-D | | | 0500 740B000 1276.000 SQFT| 9.00000 11484.00| | Construction Signs | | | 0510 740E000 50.000 EACH| 15.00000 750.00| | Cones (36 Inches High) | | | 0520 740F002 12.000 EACH| 250.00000 3000.00| | Barricades, Type III | | | 0530 740I005 2.000 EACH| 650.00000 1300.00| | Warning Lights, Type B (Detachable Head)| | | 0540 740M000 50.000 EACH| 10.00000 500.00| | Weight For Cone | | | 0550 740O000 1.000 EACH| 2000.00000 2000.00| | Pilot Car | | | 0560 998A000 LUMP| 20000.00000 20000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 49,500.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 045 -13 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20000929045 COUNTIES : GENEVA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(7) 08017 | | |H & L CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 999 000 750.000 HOUR| 0.80000 600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,287,056.75| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,287,056.75| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20000929046 COUNTIES : HENRY LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3414(101) for constructing the Resurfacing and Traffic Stripe on C.R. #7 from S.R. #27 to C.R. #40, southwest of Abbeville. Length - 3.783 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 224,871.29 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 239,989.29 106.7229% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000929046 COUNTIES : HENRY LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 23024 | |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 11.000 SQYD| 78.00000 858.00| 35.00000 385.00| Removing Concrete Driveway | | | 0020 212A000 147.000 STA | 17.00000 2499.00| 22.00000 3234.00| Machine Grading Shoulders | | | 0030 305A000 500.000 CYCP| 8.00000 4000.00| 8.10000 4050.00| Borrow, Section 210, (A-4 Or Better) | | | For Miscellaneous Use | | | 0040 405A000 1517.000 GAL | 1.64000 2487.88| 1.64000 2487.88| Tack Coat | | | 0050 429A201 3479.000 TON | 35.40000 123156.60| 37.64000 130949.56| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429A206 200.000 TON | 49.90000 9980.00| 40.75000 8150.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0070 429B213 1553.000 TON | 32.00000 49696.00| 36.95000 57383.35| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0080 600A000 LUMP| 8084.81000 8084.81| 7500.00000 7500.00| Mobilization | | | 0090 652A061 6.000 ACRE| 420.00000 2520.00| 425.00000 2550.00| Seeding (Mix 3E) | | | 0100 656A000 6.000 ACRE| 420.00000 2520.00| 425.00000 2550.00| Mulching, Class A, Type 1 | | | 0110 665F000 50.000 EACH| 5.00000 250.00| 5.05000 252.50| Hay Bales | | | 0120 665J000 200.000 LF | 3.60000 720.00| 3.64000 728.00| Silt Fence, Type A | | | 0130 701A004 8.000 MILE| 320.00000 2560.00| 320.00000 2560.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0140 701A035 5.000 MILE| 1050.00000 5250.00| 1050.00000 5250.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701A045 2.000 MILE| 600.00000 1200.00| 600.00000 1200.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20000929046 COUNTIES : HENRY LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 23024 | |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMPA| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701C000 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| Broken Temporary Traffic Stripe | | | 0170 701C001 3.000 MILE| 500.00000 1500.00| 500.00000 1500.00| Solid Temporary Traffic Stripe | | | 0180 703A000 150.000 SQFT| 1.25000 187.50| 1.25000 187.50| Traffic Control Markings, Class 1, Type | | | A | | | 0190 703D001 150.000 SQFT| 1.25000 187.50| 1.25000 187.50| Temporary Traffic Control Markings | | | 0200 705A032 230.000 EACH| 4.70000 1081.00| 4.70000 1081.00| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 570.000 EACH| 4.90000 2793.00| 4.90000 2793.00| Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 184.000 SQFT| 10.00000 1840.00| 15.00000 2760.00| Construction Signs | | | 0230 740O000 1.000 EACH| 500.00000 500.00| 1250.00000 1250.00| Pilot Car | | | 0240 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 12,000.00) | | | SECTION TOTALS | $ 224,871.29| $ 239,989.29| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 224,871.29| $ 239,989.29| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20000929047 COUNTIES : LAMAR LETTING DATE : 09/29/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-3812(102) for constructing the Resurfacing and Traffic Stripe on C.R. #16 from S.R. #17 to the Lamar/Marion County Line. Length - 23.022 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 712,213.17 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 721,596.60 101.3175% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20000929047 COUNTIES : LAMAR LETTING DATE : 09/29/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 04013 |(2) 02033 | |DUNN CONSTRUCTION CO., INC. |S. T. BUNN CONSTRUCTION CO.,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 210D000 4200.000 M3 | 8.88000 37296.00| 8.13000 34146.00| Borrow Excavation | | | 0020 212A000 455.000 STA | 12.39000 5637.45| 1.00000 455.00| Machine Grading Shoulders | | | 0030 405A000 38000.000 L | 0.22000 8360.00| 0.27000 10260.00| Tack Coat | | | 0040 416A022 7070.000 MTON| 37.88000 267811.60| 36.41000 257418.70| Bituminous Concrete Wearing Surface, | | | Mix 3 | | | 0050 416C020 9590.000 MTON| 34.74000 333156.60| 36.41000 349171.90| Bituminous Concrete Plant Mix, Leveling,| | | Mix 1 | | | 0060 600A000 LUMP| 5733.63000 5733.63| 16800.00000 16800.00| Mobilization | | | 0070 651C000 3.000 MTON| 407.55000 1222.65| 500.00000 1500.00| 8-8-8 Commercial Fertilizer | | | 0080 652A053 3.000 HA | 1280.88000 3842.64| 1400.00000 4200.00| Seeding (Mix 1E) | | | 0090 656A000 3.000 HA | 1280.88000 3842.64| 1400.00000 4200.00| Mulching, Class A, Type 1 | | | 0100 701A030 46.000 KM | 410.44000 18880.24| 373.00000 17158.00| Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0110 701A034 25.000 KM | 410.44000 10261.00| 373.00000 9325.00| Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0120 701A044 18.000 KM | 204.68000 3684.24| 186.00000 3348.00| Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0130 701C000 18.000 KM | 218.99000 3941.82| 199.00000 3582.00| Broken Temporary Traffic Stripe | | | 0140 701C001 25.000 KM | 246.49000 6162.25| 224.00000 5600.00| Solid Temporary Traffic Stripe | | | 0150 740B000 24.000 M2 | 98.10000 2354.40| 118.00000 2832.00| Construction Signs | | | 0160 740O000 1.000 EACH| 24.84000 24.84| 1600.00000 1600.00| Pilot Car | | | 0170 998A000 LUMP| 1.17000 1.17| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 35,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20000929047 COUNTIES : LAMAR LETTING DATE : 09/29/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 04013 |(2) 02033 | |DUNN CONSTRUCTION CO., INC. |S. T. BUNN CONSTRUCTION CO.,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 712,213.17| $ 721,596.60| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 712,213.17| $ 721,596.60| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20000929052 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPSA-7501(015) for constructing the Resurfacing and Traffic Stripe on S.R. #16 (U.S. #90) from Halls Mill Creek Bridge (M.P. 10.30) to Butler Drive (M.P. 22.70) in Mobile. Length - 3.400 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 1,253,797.66 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 1,400,738.49 111.7196% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20000929052 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 | |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 12300.000 GAL | 0.65000 7995.00| 0.95000 11685.00| Tack Coat | | | 0020 408A052 6262.000 SY | 2.38000 14903.56| 0.46000 2880.52| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 420A011 6582.000 TON | 53.76000 353848.32| 62.90000 414007.80| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0040 424A261 15860.000 TON | 37.46000 594115.60| 42.69000 677063.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0050 424A264 25.000 TON | 49.54000 1238.50| 76.43000 1910.75| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0060 424A267 100.000 TON | 49.59000 4959.00| 42.58000 4258.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0070 424B469 75.000 TON | 47.24000 3543.00| 36.64000 2748.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0080 600A000 LUMP| 15379.89000 15379.89| 11578.11000 11578.11| Mobilization | | | 0090 650A000 12000.000 CYIP| 9.23000 110760.00| 8.37000 100440.00| Topsoil | | | 0100 652A061 18.000 ACRE| 463.91000 8350.38| 487.10000 8767.80| Seeding (Mix 3E) | | | 0110 656A000 18.000 ACRE| 463.91000 8350.38| 471.21000 8481.78| Mulching, Class A, Type 1 | | | 0112 665G000 500.000 EACH| 3.14000 1570.00| 6.86000 3430.00| Sand Bags | | | 0114 665I000 600.000 TON | 13.00000 7800.00| 52.96000 31776.00| Temporary Riprap, Class 2 | | | 0120 701A028 7.000 MILE| 1649.44000 11546.08| 1344.64000 9412.48| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20000929052 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 | |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A032 7.000 MILE| 1649.44000 11546.08| 1344.64000 9412.48| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A041 10.000 MILE| 670.09000 6700.90| 655.51000 6555.10| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 7.000 MILE| 1675.21000 11726.47| 1635.98000 11451.86| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701B009 7200.000 LF | 0.77000 5544.00| 0.73000 5256.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701C000 24.000 MILE| 154.64000 3711.36| 151.27000 3630.48| Broken Temporary Traffic Stripe | | | 0180 701C001 54.000 MILE| 175.25000 9463.50| 201.70000 10891.80| Solid Temporary Traffic Stripe | | | 0190 703A002 15231.000 SQFT| 1.44000 21932.64| 1.51000 22998.81| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 4152.000 SQFT| 1.55000 6435.60| 1.51000 6269.52| Traffic Control Legends, Class 2, Type A| | | 0210 703D001 22016.000 SQFT| 0.26000 5724.16| 0.28000 6164.48| Temporary Traffic Control Markings | | | 0220 705A030 132.000 EACH| 5.05000 666.60| 5.04000 665.28| Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 1000.000 EACH| 4.90000 4900.00| 5.04000 5040.00| Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 100.000 EACH| 5.05000 505.00| 5.04000 504.00| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 100.000 EACH| 5.05000 505.00| 5.04000 504.00| Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 100.000 EACH| 5.05000 505.00| 5.04000 504.00| Pavement Markers, Class A-H, Type 2-E | | | 0270 740B000 692.000 SQFT| 13.47000 9321.24| 12.38000 8566.96| Construction Signs | | | 0280 740E000 300.000 EACH| 12.70000 3810.00| 20.43000 6129.00| Cones (36 Inches High) | | | 0290 740M000 300.000 EACH| 7.35000 2205.00| 5.00000 1500.00| Weight For Cone | | | 0300 741C010 2.000 EACH| 2117.70000 4235.40| 3127.54000 6255.08| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 052 -4 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20000929052 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 | |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 60,000.00) | | | SECTION TOTALS | $ 1,253,797.66| $ 1,400,738.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,253,797.66| $ 1,400,738.49| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 210 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : BR-4900(15) for constructing the Bridge Replacement and Approaches on Viaduct Street over the Burlington-Northern and Norfolk-Southern Railroads in the city of Chickasaw. Length 0.142 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12003 L & A CONTRACTING COMPANY $ 1,868,588.48 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 2,080,003.68 111.3141% 3 16035 PACO, INC. $ 2,093,967.80 112.0614% 4 13053 MCINNIS CORPORATION $ 2,527,562.08 135.2658% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 12003 |(2) 03001 |(3) 16035 |L & A CONTRACTING COMPANY |CLARK CONSTRUCTION CO., INC.|PACO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 50000.00000 50000.00| 123000.00000 123000.00| 50000.00000 50000.00 Clearing & Grubbing (Approximately | | | Approximately 2 Acres) | | | 0020 206A000 LUMP| 50000.00000 50000.00| 275000.00000 275000.00| 100000.00000 100000.00 Removal Of Old Bridge , Station 11+91.99| | | 0030 206C000 242.000 SQYD| 4.66000 1127.72| 15.00000 3630.00| 5.00000 1210.00 Removing Concrete Sidewalk | | | 0040 206C001 88.000 SQYD| 12.83000 1129.04| 15.00000 1320.00| 12.00000 1056.00 Removing Concrete Pavement | | | 0050 206D003 261.000 LF | 4.32000 1127.52| 10.00000 2610.00| 5.00000 1305.00 Removing Curb And Gutter | | | 0060 206D011 185.000 LF | 6.10000 1128.50| 4.00000 740.00| 3.00000 555.00 Removing Fence | | | 0070 210A000 35.000 CYIP| 34.03000 1191.05| 15.00000 525.00| 15.00000 525.00 Unclassified Excavation | | | 0080 210D022 550.000 CYIP| 14.35000 7892.50| 10.00000 5500.00| 10.00000 5500.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0090 214A000 15.000 CUYD| 30.55000 458.25| 30.00000 450.00| 30.00000 450.00 Structure Excavation | | | 0100 214B001 10.000 CUYD| 46.89000 468.90| 30.00000 300.00| 50.00000 500.00 Foundation Backfill, Commercial | | | 0110 230A000 2.000 RBST| 525.00000 1050.00| 450.00000 900.00| 500.00000 1000.00 Roadbed Processing | | | 0120 401A000 95.000 SYCP| 0.79000 75.05| 10.00000 950.00| 3.00000 285.00 Bituminous Treatment A | | | 0130 405A000 140.000 GAL | 2.63000 368.20| 2.00000 280.00| 5.00000 700.00 Tack Coat | | | 0140 424A220 76.000 TON | 78.75000 5985.00| 150.00000 11400.00| 140.00000 10640.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0150 424A223 10.000 TON | 73.50000 735.00| 150.00000 1500.00| 150.00000 1500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0160 424B421 8.000 TON | 94.50000 756.00| 150.00000 1200.00| 160.00000 1280.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Max Aggregate Size Mix,| | | ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 12003 |(2) 03001 |(3) 16035 |L & A CONTRACTING COMPANY |CLARK CONSTRUCTION CO., INC.|PACO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B430 575.000 TON | 50.40000 28980.00| 40.00000 23000.00| 140.00000 80500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Max | | | Aggregate Size Mix, ESAL Range B | | | 0180 424B522 37.000 TON | 44.10000 1631.70| 50.00000 1850.00| 140.00000 5180.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0190 430B002 115.000 TNCP| 19.59000 2252.85| 25.00000 2875.00| 30.00000 3450.00 Aggregate Surfacing (AHD #467) | | | 0200 454A002 400.000 LF | 2.63000 1052.00| 10.00000 4000.00| 3.00000 1200.00 Cleaning And Sealing Concrete Pavement, | | | Type II, Joints | | | 0210 454A003 50.000 LF | 2.63000 131.50| 10.00000 500.00| 5.00000 250.00 Cleaning And Sealing Concrete Pavement, | | | Type II, Cracks | | | 0220 454B000 450.000 LF | 2.63000 1183.50| 5.00000 2250.00| 4.00000 1800.00 Waterproofing Pavement Joints And Cracks| | | 0230 502A000 108528.000 LB | 0.39000 42325.92| 0.45000 48837.60| 0.60000 65116.80 Steel Reinforcement | | | 0240 502B000 LUMP| 46605.00000 46605.00| 57000.00000 57000.00| 75000.00000 75000.00 Steel Reinforcement For Bridge | | | Superstructure, , Station 12+02.40, | | | Approximately 119500 Lbs. | | | 0250 505A015 1.000 EACH| 5000.00000 5000.00| 8000.00000 8000.00| 5000.00000 5000.00 Concrete Test Piles (14 Inches Square) | | | 0260 505B045 1.000 EACH| 5000.00000 5000.00| 10000.00000 10000.00| 5000.00000 5000.00 Static Loading Tests (14 Inches Square) | | | 0270 505B075 1.000 EACH| 2000.00000 2000.00| 1000.00000 1000.00| 5000.00000 5000.00 Dynamic Loading Tests (14 Inches Square)| | | 0280 505C015 650.000 LF | 31.23000 20299.50| 25.00000 16250.00| 42.00000 27300.00 Concrete Piling (14 Inches Square) | | | 0290 506A000 532.000 LF | 252.00000 134064.00| 250.00000 133000.00| 250.00000 133000.00 Drilled Shaft Excavation, 4'-6" Diameter| | | 0300 506C023 532.000 LF | 267.00000 142044.00| 200.00000 106400.00| 250.00000 133000.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0310 508A000 4800.000 LB | 2.60000 12480.00| 2.10000 10080.00| 4.00000 19200.00 Structural Steel | | | 0320 508B000 1.000 EACH| 300000.00000 300000.00| 305000.00000 305000.00| 355000.00000 355000.00 Structural Steel Superstructure, | | | 68'-81'-68'Continuous Span, | | | Approximately 247,800 Lbs.(Speciality | | | Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 12003 |(2) 03001 |(3) 16035 |L & A CONTRACTING COMPANY |CLARK CONSTRUCTION CO., INC.|PACO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 508B001 1.000 EACH| 360000.00000 360000.00| 351000.00000 351000.00| 370000.00000 370000.00 Structural Steel Superstructure, | | | 82'-88'-70'Continuous Span, | | | Approximately 293,700 Lbs.(Speciality | | | Item) | | | 0340 510A000 236.000 CUYD| 391.08000 92294.88| 300.00000 70800.00| 385.00000 90860.00 Bridge Substructure Concrete, Class A | | | 0350 510C051 LUMP| 200000.00000 200000.00| 200000.00000 200000.00| 175000.00000 175000.00 Bridge Concrete Superstructure, Station | | | 12+02.40, Approximately 473 Cu. Yds. | | | 0360 510E000 1220.000 SQYD| 2.21000 2696.20| 2.00000 2440.00| 4.00000 4880.00 Grooving Concrete Bridge Decks | | | 0370 511A004 40.000 EACH| 604.32000 24172.80| 120.00000 4800.00| 833.00000 33320.00 Elastomeric Bearings, Type 4 | | | 0380 525A000 10.000 CUYD| 588.44000 5884.40| 450.00000 4500.00| 700.00000 7000.00 Retaining Wall Concrete | | | 0390 600A000 LUMP| 150000.00000 150000.00| 200000.00000 200000.00| 150000.00000 150000.00 Mobilization | | | 0400 602A000 3.000 EACH| 188.50000 565.50| 75.00000 225.00| 150.00000 450.00 Right Of Way Markers | | | 0410 618A000 156.000 SQYD| 36.62000 5712.72| 16.50000 2574.00| 30.00000 4680.00 Concrete Sidewalk, 4" Thick | | | 0420 623A000 27.000 LF | 15.75000 425.25| 15.00000 405.00| 20.00000 540.00 Concrete Gutter | | | 0430 623C000 265.000 LF | 15.75000 4173.75| 20.00000 5300.00| 15.00000 3975.00 Combination Curb & Gutter, Type C | | | 0440 629A024 217.000 LF | 44.27000 9606.59| 27.00000 5859.00| 100.00000 21700.00 Concrete Median Or Safety Barrier, Type | | | Special (Reinforced) | | | 0450 629C010 4.000 EACH| 899.10000 3596.40| 1000.00000 4000.00| 2200.00000 8800.00 Concrete Median Or Safety Barrier End | | | Section (Type Modified) | | | 0460 634E003 461.000 LF | 46.97000 21653.17| 15.00000 6915.00| 40.00000 18440.00 Industrial Fence, 7.33 Feet High, | | | Special Mounting | | | 0470 637A000 22.000 LF | 28.76000 632.72| 10.00000 220.00| 10.00000 220.00 Fence Reset | | | 0480 650A000 52.000 CYIP| 51.98000 2702.96| 20.00000 1040.00| 20.00000 1040.00 Topsoil | | | 0490 652A061 1.000 ACRE| 630.00000 630.00| 1000.00000 1000.00| 1000.00000 1000.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -5 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 12003 |(2) 03001 |(3) 16035 |L & A CONTRACTING COMPANY |CLARK CONSTRUCTION CO., INC.|PACO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 654A000 495.000 SQYD| 7.35000 3638.25| 5.00000 2475.00| 7.00000 3465.00 Solid Sodding | | | 0510 656A001 1.000 ACRE| 315.00000 315.00| 800.00000 800.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0520 665A000 1.000 ACRE| 630.00000 630.00| 1000.00000 1000.00| 500.00000 500.00 Temporary Seeding | | | 0530 665B000 1.000 ACRE| 315.00000 315.00| 1000.00000 1000.00| 1000.00000 1000.00 Temporary Mulching | | | 0540 665F000 150.000 EACH| 7.35000 1102.50| 5.00000 750.00| 5.00000 750.00 Hay Bales | | | 0550 665J001 1100.000 LF | 4.20000 4620.00| 5.00000 5500.00| 4.00000 4400.00 Silt Fence, Type B | | | 0560 680A000 LUMP| 72000.00000 72000.00| 10000.00000 10000.00| 25000.00000 25000.00 Engineering Controls | | | 0570 701C003 1.000 MILE| 367.50000 367.50| 1000.00000 1000.00| 600.00000 600.00 Solid Temporary Traffic Stripe (Paint) | | | 0580 701D007 1.000 MILE| 1260.00000 1260.00| 2000.00000 2000.00| 800.00000 800.00 Solid Traffic Stripe Removed (Paint) | | | 0590 701G050 498.000 LF | 1.05000 522.90| 1.00000 498.00| 3.00000 1494.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0600 701G073 185.000 LF | 1.05000 194.25| 1.00000 185.00| 6.00000 1110.00 Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0610 701G125 914.000 LF | 3.85000 3518.90| 3.67000 3354.38| 5.00000 4570.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701G133 914.000 LF | 4.04000 3692.56| 3.85000 3518.90| 5.00000 4570.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0630 703A002 921.000 SQFT| 1.89000 1740.69| 1.80000 1657.80| 3.00000 2763.00 Traffic Control Markings, Class 2, Type | | | A | | | 0640 703B002 45.000 SQFT| 2.94000 132.30| 2.80000 126.00| 4.00000 180.00 Traffic Control Legends, Class 2, Type A| | | 0650 703C000 340.000 SQFT| 3.15000 1071.00| 3.00000 1020.00| 1.00000 340.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0660 740B000 528.000 SQFT| 7.38000 3896.64| 12.00000 6336.00| 12.00000 6336.00 Construction Signs | | | 0670 740C000 35.000 SQFT| 11.07000 387.45| 15.00000 525.00| 20.00000 700.00 Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -6 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 12003 |(2) 03001 |(3) 16035 |L & A CONTRACTING COMPANY |CLARK CONSTRUCTION CO., INC.|PACO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 740D000 50.000 EACH| 43.05000 2152.50| 50.00000 2500.00| 65.00000 3250.00 Channelizing Drums | | | 0690 740E000 50.000 EACH| 12.92000 646.00| 20.00000 1000.00| 20.00000 1000.00 Cones (36 Inches High) | | | 0700 740F002 10.000 EACH| 184.50000 1845.00| 300.00000 3000.00| 350.00000 3500.00 Barricades, Type III | | | 0710 740M000 50.000 EACH| 8.36000 418.00| 10.00000 500.00| 8.00000 400.00 Weight For Cone | | | 0720 998A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 42000.00000 42000.00 Construction Fuel (Maximum Bid Limited | | | To $ 65,000.00) | | | 0730 999 000 1040.000 HOUR| 0.80000 832.00| 0.80000 832.00| 0.80000 832.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,868,588.48| $ 2,080,003.68| $ 2,093,967.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,868,588.48| $ 2,080,003.68| $ 2,093,967.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -7 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 13053 | | |MCINNIS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 201A000 LUMP| 65000.00000 65000.00| | Clearing & Grubbing (Approximately | | | Approximately 2 Acres) | | | 0020 206A000 LUMP| 150000.00000 150000.00| | Removal Of Old Bridge , Station 11+91.99| | | 0030 206C000 242.000 SQYD| 10.00000 2420.00| | Removing Concrete Sidewalk | | | 0040 206C001 88.000 SQYD| 35.00000 3080.00| | Removing Concrete Pavement | | | 0050 206D003 261.000 LF | 5.00000 1305.00| | Removing Curb And Gutter | | | 0060 206D011 185.000 LF | 4.00000 740.00| | Removing Fence | | | 0070 210A000 35.000 CYIP| 10.00000 350.00| | Unclassified Excavation | | | 0080 210D022 550.000 CYIP| 20.00000 11000.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0090 214A000 15.000 CUYD| 5.00000 75.00| | Structure Excavation | | | 0100 214B001 10.000 CUYD| 35.00000 350.00| | Foundation Backfill, Commercial | | | 0110 230A000 2.000 RBST| 500.00000 1000.00| | Roadbed Processing | | | 0120 401A000 95.000 SYCP| 1.00000 95.00| | Bituminous Treatment A | | | 0130 405A000 140.000 GAL | 3.00000 420.00| | Tack Coat | | | 0140 424A220 76.000 TON | 105.00000 7980.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0150 424A223 10.000 TON | 175.00000 1750.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0160 424B421 8.000 TON | 175.00000 1400.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Max Aggregate Size Mix,| | | ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -8 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 13053 | | |MCINNIS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B430 575.000 TON | 60.00000 34500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Max | | | Aggregate Size Mix, ESAL Range B | | | 0180 424B522 37.000 TON | 150.00000 5550.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0190 430B002 115.000 TNCP| 50.00000 5750.00| | Aggregate Surfacing (AHD #467) | | | 0200 454A002 400.000 LF | 2.00000 800.00| | Cleaning And Sealing Concrete Pavement, | | | Type II, Joints | | | 0210 454A003 50.000 LF | 2.00000 100.00| | Cleaning And Sealing Concrete Pavement, | | | Type II, Cracks | | | 0220 454B000 450.000 LF | 2.00000 900.00| | Waterproofing Pavement Joints And Cracks| | | 0230 502A000 108528.000 LB | 0.75000 81396.00| | Steel Reinforcement | | | 0240 502B000 LUMP| 100000.00000 100000.00| | Steel Reinforcement For Bridge | | | Superstructure, , Station 12+02.40, | | | Approximately 119500 Lbs. | | | 0250 505A015 1.000 EACH| 8000.00000 8000.00| | Concrete Test Piles (14 Inches Square) | | | 0260 505B045 1.000 EACH| 5000.00000 5000.00| | Static Loading Tests (14 Inches Square) | | | 0270 505B075 1.000 EACH| 5000.00000 5000.00| | Dynamic Loading Tests (14 Inches Square)| | | 0280 505C015 650.000 LF | 45.00000 29250.00| | Concrete Piling (14 Inches Square) | | | 0290 506A000 532.000 LF | 490.00000 260680.00| | Drilled Shaft Excavation, 4'-6" Diameter| | | 0300 506C023 532.000 LF | 121.00000 64372.00| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0310 508A000 4800.000 LB | 4.00000 19200.00| | Structural Steel | | | 0320 508B000 1.000 EACH| 350000.00000 350000.00| | Structural Steel Superstructure, | | | 68'-81'-68'Continuous Span, | | | Approximately 247,800 Lbs.(Speciality | | | Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -9 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 13053 | | |MCINNIS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 508B001 1.000 EACH| 400000.00000 400000.00| | Structural Steel Superstructure, | | | 82'-88'-70'Continuous Span, | | | Approximately 293,700 Lbs.(Speciality | | | Item) | | | 0340 510A000 236.000 CUYD| 500.00000 118000.00| | Bridge Substructure Concrete, Class A | | | 0350 510C051 LUMP| 320000.00000 320000.00| | Bridge Concrete Superstructure, Station | | | 12+02.40, Approximately 473 Cu. Yds. | | | 0360 510E000 1220.000 SQYD| 4.00000 4880.00| | Grooving Concrete Bridge Decks | | | 0370 511A004 40.000 EACH| 1000.00000 40000.00| | Elastomeric Bearings, Type 4 | | | 0380 525A000 10.000 CUYD| 700.00000 7000.00| | Retaining Wall Concrete | | | 0390 600A000 LUMP| 252000.00000 252000.00| | Mobilization | | | 0400 602A000 3.000 EACH| 250.00000 750.00| | Right Of Way Markers | | | 0410 618A000 156.000 SQYD| 30.00000 4680.00| | Concrete Sidewalk, 4" Thick | | | 0420 623A000 27.000 LF | 20.00000 540.00| | Concrete Gutter | | | 0430 623C000 265.000 LF | 30.00000 7950.00| | Combination Curb & Gutter, Type C | | | 0440 629A024 217.000 LF | 28.00000 6076.00| | Concrete Median Or Safety Barrier, Type | | | Special (Reinforced) | | | 0450 629C010 4.000 EACH| 2500.00000 10000.00| | Concrete Median Or Safety Barrier End | | | Section (Type Modified) | | | 0460 634E003 461.000 LF | 70.00000 32270.00| | Industrial Fence, 7.33 Feet High, | | | Special Mounting | | | 0470 637A000 22.000 LF | 10.00000 220.00| | Fence Reset | | | 0480 650A000 52.000 CYIP| 20.00000 1040.00| | Topsoil | | | 0490 652A061 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -10 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 13053 | | |MCINNIS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 654A000 495.000 SQYD| 5.00000 2475.00| | Solid Sodding | | | 0510 656A001 1.000 ACRE| 1000.00000 1000.00| | Mulching, Class A, Type 2 | | | 0520 665A000 1.000 ACRE| 750.00000 750.00| | Temporary Seeding | | | 0530 665B000 1.000 ACRE| 750.00000 750.00| | Temporary Mulching | | | 0540 665F000 150.000 EACH| 8.00000 1200.00| | Hay Bales | | | 0550 665J001 1100.000 LF | 6.00000 6600.00| | Silt Fence, Type B | | | 0560 680A000 LUMP| 65000.00000 65000.00| | Engineering Controls | | | 0570 701C003 1.000 MILE| 1000.00000 1000.00| | Solid Temporary Traffic Stripe (Paint) | | | 0580 701D007 1.000 MILE| 1000.00000 1000.00| | Solid Traffic Stripe Removed (Paint) | | | 0590 701G050 498.000 LF | 1.00000 498.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0600 701G073 185.000 LF | 1.00000 185.00| | Solid Yellow , Class 2, Type A Traffic | | | Stripe(0.09" Thick) (6" Wide) | | | 0610 701G125 914.000 LF | 3.67000 3354.38| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0620 701G133 914.000 LF | 3.85000 3518.90| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0630 703A002 921.000 SQFT| 1.80000 1657.80| | Traffic Control Markings, Class 2, Type | | | A | | | 0640 703B002 45.000 SQFT| 2.80000 126.00| | Traffic Control Legends, Class 2, Type A| | | 0650 703C000 340.000 SQFT| 3.00000 1020.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Paint) | | | 0660 740B000 528.000 SQFT| 12.00000 6336.00| | Construction Signs | | | 0670 740C000 35.000 SQFT| 14.00000 490.00| | Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 053 -11 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20000929053 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 13053 | | |MCINNIS CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 740D000 50.000 EACH| 55.00000 2750.00| | Channelizing Drums | | | 0690 740E000 50.000 EACH| 12.00000 600.00| | Cones (36 Inches High) | | | 0700 740F002 10.000 EACH| 225.00000 2250.00| | Barricades, Type III | | | 0710 740M000 50.000 EACH| 6.00000 300.00| | Weight For Cone | | | 0720 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 65,000.00) | | | 0730 999 000 1040.000 HOUR| 0.80000 832.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 2,527,562.08| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,527,562.08| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20000929054 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPHS-4900(16) for constructing the Widening, Resurfacing, Traffic Stripe and Signal on S.R.#16 (U.S.#90) and on S.R.#17 (U.S.#45) at various locations as indicated on the plans. Length 1.989 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19058 S J & L, INC. $ 845,051.20 100.0000% 2 23029 J. S. WALTON & COMPANY, INC. $ 849,999.82 100.5856% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20000929054 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 19058 |(2) 23029 | |S J & L, INC. |J. S. WALTON & COMPANY, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C001 2721.000 SQYD| 1.25000 3401.25| 3.49000 9496.29| Removing Concrete Pavement | | | 0020 206D002 980.000 LF | 2.65000 2597.00| 2.58000 2528.40| Removing Curb | | | 0030 206E001 7.000 EACH| 132.30000 926.10| 154.54000 1081.78| Removing Inlets | | | 0040 206E022 1.000 EACH| 615.00000 615.00| 590.12000 590.12| Removing Metal Pole With Light | | | 0050 210A000 1464.000 CYIP| 6.80000 9955.20| 7.57000 11082.48| Unclassified Excavation | | | 0060 210D022 500.000 CYIP| 10.00000 5000.00| 10.67000 5335.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0070 230A000 84.000 RBST| 135.00000 11340.00| 201.55000 16930.20| Roadbed Processing | | | 0080 301A012 11290.000 SYCP| 8.05000 90884.50| 7.85000 88626.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 11290.000 SYCP| 0.95000 10725.50| 0.89000 10048.10| Bituminous Treatment A | | | 0100 405A000 1050.000 GAL | 1.35000 1417.50| 1.30000 1365.00| Tack Coat | | | 0110 424A260 1717.000 TON | 63.20000 108514.40| 60.74000 104290.58| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0120 424B461 1886.000 TON | 59.50000 112217.00| 57.16000 107803.76| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0130 424B465 50.000 TON | 59.50000 2975.00| 57.16000 2858.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0140 424B469 850.000 TON | 59.50000 50575.00| 57.16000 48586.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0150 424B561 415.000 TON | 59.50000 24692.50| 57.16000 23721.40| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20000929054 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 19058 |(2) 23029 | |S J & L, INC. |J. S. WALTON & COMPANY, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B562 880.000 TON | 59.50000 52360.00| 57.16000 50300.80| Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0170 424C261 1439.000 TON | 59.50000 85620.50| 57.16000 82253.24| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0180 430B040 20.000 TCIP| 35.20000 704.00| 61.47000 1229.40| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0190 535A001 36.000 LF | 30.60000 1101.60| 45.75000 1647.00| 18" Side Drain Pipe | | | 0200 600A000 LUMP| 51250.00000 51250.00| 71039.00000 71039.00| Mobilization | | | 0210 614A000 18.000 CUYD| 650.00000 11700.00| 401.14000 7220.52| Slope Paving | | | 0220 621A000 3.000 EACH| 3070.00000 9210.00| 2100.00000 6300.00| Junction Boxes, Type 1, 1P Or 5 | | | 0230 621C052 1.000 EACH| 2090.00000 2090.00| 2100.00000 2100.00| Inlets, Type B (Special) | | | 0240 621C100 7.000 EACH| 2275.00000 15925.00| 2600.00000 18200.00| Inlets, Type PR | | | 0250 621D038 1.000 EACH| 1000.00000 1000.00| 337.99000 337.99| Inlet Units, Type PR | | | 0260 622A002 25.000 EACH| 405.00000 10125.00| 413.09000 10327.25| Manhole Covers Reset (Sanitary) | | | 0270 623B000 741.000 LF | 12.00000 8892.00| 14.16000 10492.56| Concrete Curb, Type N | | | 0280 643B000 22.000 EACH| 200.00000 4400.00| 413.09000 9087.98| Valve Boxes Reset | | | 0290 650A000 490.000 CYIP| 23.50000 11515.00| 13.33000 6531.70| Topsoil | | | 0300 652A061 3.000 ACRE| 860.00000 2580.00| 515.77000 1547.31| Seeding (Mix 3E) | | | 0310 654A001 167.000 SQYD| 4.50000 751.50| 2.97000 495.99| Solid Sodding (Bermuda) | | | 0320 656A001 3.000 ACRE| 800.00000 2400.00| 504.55000 1513.65| Mulching, Class A, Type 2 | | | 0330 665G000 450.000 EACH| 1.75000 787.50| 3.25000 1462.50| Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 054 -4 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20000929054 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 19058 |(2) 23029 | |S J & L, INC. |J. S. WALTON & COMPANY, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 665I000 420.000 TON | 33.10000 13902.00| 30.37000 12755.40| Temporary Riprap, Class 2 | | | 0350 665J000 919.000 LF | 3.60000 3308.40| 5.19000 4769.61| Silt Fence, Type A | | | 0360 701C001 17.000 MILE| 245.00000 4165.00| 235.46000 4002.82| Solid Temporary Traffic Stripe | | | 0370 701D007 4.000 MILE| 705.00000 2820.00| 683.95000 2735.80| Solid Traffic Stripe Removed (Paint) | | | 0380 701D008 5.000 MILE| 925.00000 4625.00| 896.99000 4484.95| Solid Traffic Stripe Removed (Plastic) | | | 0390 702A007 2.000 MILE| 2320.00000 4640.00| 2242.47000 4484.94| Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0400 702A008 4.000 MILE| 4400.00000 17600.00| 4260.69000 17042.76| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0410 702A009 4.000 MILE| 4400.00000 17600.00| 4260.69000 17042.76| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0420 702A010 1.000 MILE| 2320.00000 2320.00| 2242.47000 2242.47| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0430 702B001 687.000 LF | 1.95000 1339.65| 1.89000 1298.43| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0440 703A002 1735.000 SQFT| 1.75000 3036.25| 1.68000 2914.80| Traffic Control Markings, Class 2, Type | | | A | | | 0450 703B002 311.000 SQFT| 2.05000 637.55| 1.96000 609.56| Traffic Control Legends, Class 2, Type A| | | 0460 703C001 48.000 SQFT| 5.80000 278.40| 5.61000 269.28| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0470 703D001 200.000 SQFT| 1.75000 350.00| 1.68000 336.00| Temporary Traffic Control Markings | | | 0480 705A011 560.000 EACH| 4.20000 2352.00| 4.04000 2262.40| Pavement Markers, Class C, Type 1-A | | | 0490 705A023 280.000 EACH| 4.20000 1176.00| 4.04000 1131.20| Pavement Markers, Class C, Type 2-D | | | 0500 705A032 130.000 EACH| 5.70000 741.00| 5.49000 713.70| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 054 -5 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20000929054 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 19058 |(2) 23029 | |S J & L, INC. |J. S. WALTON & COMPANY, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 705A037 269.000 EACH| 5.70000 1533.30| 5.49000 1476.81| Pavement Markers, Class A-H, Type 2-D | | | 0520 710A117 9.000 SQFT| 49.00000 441.00| 23.60000 212.40| Class 4, Aluminum Flat Sign Panels | | | 0.125" Thick Or Steel Flat Sign Panels | | | 12 Gauge (Type III Or Type IV | | | Background) | | | 0530 710B001 12.000 LF | 12.60000 151.20| 7.08000 84.96| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0540 730A012 LUMP| 900.00000 900.00| 841.52000 841.52| Removal Of Existing Traffic Control | | | Unit (Partial) (US-90 At Knollwood | | | Drive) | | | 0550 730C016 LUMP| 1400.00000 1400.00| 1345.48000 1345.48| Furnishing And Installing Traffic | | | Control Unit (Partial) (US-90 At | | | Knollwood Drive) | | | 0560 730E000 1.000 EACH| 2225.00000 2225.00| 2130.34000 2130.34| Metal Traffic Signal Pole Foundation | | | 0570 730G001 1.000 EACH| 7150.00000 7150.00| 6839.52000 6839.52| Metal Traffic Signal Strain Pole | | | 0580 730H000 648.000 LF | 4.65000 3013.20| 4.48000 2903.04| Loop Detector | | | 0590 730I000 150.000 LF | 1.75000 262.50| 1.68000 252.00| Shielded Loop Detector Home-Run Cable | | | 0600 730J000 3.000 EACH| 128.50000 385.50| 123.33000 369.99| Loop Detector Amplifier | | | 0610 730L005 5.000 LF | 3.45000 17.25| 3.36000 16.80| 2", Non-Metallic, Conduit | | | 0620 730N000 1.000 EACH| 775.00000 775.00| 729.40000 729.40| Luminaire Extension Assembly, 12' | | | 0630 730P001 4.000 EACH| 555.00000 2220.00| 532.59000 2130.36| Vehicular Signal Head, 12 Inch 3 Section| | | 0640 740B000 916.000 SQFT| 12.60000 11541.60| 14.99000 13730.84| Construction Signs | | | 0650 740D000 60.000 EACH| 48.75000 2925.00| 96.94000 5816.40| Channelizing Drums | | | 0660 740I005 2.000 EACH| 340.00000 680.00| 490.14000 980.28| Warning Lights, Type B (Detachable Head)| | | 0670 740L003 111.000 EACH| 27.85000 3091.35| 108.25000 12015.75| Vertical Panel Type I, Single-Sided | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 054 -6 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20000929054 COUNTIES : MOBILE LETTING DATE : 09/29/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 19058 |(2) 23029 | |S J & L, INC. |J. S. WALTON & COMPANY, INC.| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 741C010 2.000 EACH| 1850.00000 3700.00| 708.15000 1416.30| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0690 998A000 LUMP| 13500.00000 13500.00| 1180.25000 1180.25| Construction Fuel (Maximum Bid Limited | | | To $ 31,000.00) | | | SECTION TOTALS | $ 845,051.20| $ 849,999.82| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 845,051.20| $ 849,999.82| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20000929055 COUNTIES : SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 180 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-6005(105) for constructing the Bridge Replacements (Bridge Culverts) and Approaches (Grade, Drain, Pave, Traffic Stripe) on S.R. #28 over Coatopa Creek and Mill Creek, southeast of Livingston. Length - 1.032 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 951,418.69 100.0000% 2 10026 JRD CONTRACTING, INC. $ 1,221,719.57 128.4102% 3 18024 RACON, INC. $ 1,315,717.67 138.2900% 4 04009 W. W. DYAR & SONS, INC. $ 1,411,494.90 148.3568% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000929055 COUNTIES : SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 20011 |(2) 10026 |(3) 18024 |TRI COUNTY CONCRETE CONSTRUC|JRD CONTRACTING, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 25000.00000 25000.00| 22000.00000 22000.00| 25000.00000 25000.00 Clearing & Grubbing (Approximately 2 | | | Hectares) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station | | | 157+75.229 | | | 0030 206A001 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station | | | 178+01.667 | | | 0040 206C001 218.000 M2 | 3.50000 763.00| 9.00000 1962.00| 108.21000 23589.78 Removing Concrete Pavement | | | 0050 210A000 16063.000 M3 | 3.80000 61039.40| 3.50000 56220.50| 3.95000 63448.85 Unclassified Excavation | | | 0060 210C000 3960.000 M3 | 4.65000 18414.00| 5.00000 19800.00| 3.95000 15642.00 Muck Excavation | | | 0070 210D011 21196.000 M3 | 5.65000 119757.40| 6.50000 137774.00| 7.58000 160665.68 Borrow Excavation (A4 Or Better) | | | 0080 214A000 969.000 M3 | 7.60000 7364.40| 15.00000 14535.00| 8.79000 8517.51 Structure Excavation | | | 0090 214B001 382.000 M3 | 25.00000 9550.00| 40.00000 15280.00| 41.34000 15791.88 Foundation Backfill, Commercial | | | 0100 231B001 2670.000 MTON| 22.00000 58740.00| 24.25000 64747.50| 26.46000 70648.20 Roadbed Stabilizing Material, ALDOT #467| | | 0110 401A000 4489.000 M2 | 0.66000 2962.74| 0.60000 2693.40| 0.64000 2872.96 Bituminous Treatment A | | | 0120 405A000 3610.000 L | 0.40000 1444.00| 0.35000 1263.50| 0.38000 1371.80 Tack Coat | | | 0130 408A052 7825.000 M2 | 2.50000 19562.50| 2.25000 17606.25| 2.41000 18858.25 Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0140 424A241 823.000 MTON| 59.40000 48886.20| 54.00000 44442.00| 57.86000 47618.78 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0150 424B441 2428.000 MTON| 56.60000 137424.80| 51.50000 125042.00| 55.18000 133977.04 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0160 424B445 100.000 MTON| 57.20000 5720.00| 52.00000 5200.00| 55.72000 5572.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000929055 COUNTIES : SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 20011 |(2) 10026 |(3) 18024 |TRI COUNTY CONCRETE CONSTRUC|JRD CONTRACTING, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B449 700.000 MTON| 56.60000 39620.00| 51.50000 36050.00| 55.18000 38626.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0180 424C240 1091.000 MTON| 56.60000 61750.60| 51.50000 56186.50| 55.18000 60201.38 Superpave Bituminous Concrete Base | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0190 428B000 2122.000 M | 0.55000 1167.10| 0.50000 1061.00| 0.54000 1145.88 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0200 430B000 200.000 MTON| 26.00000 5200.00| 16.00000 3200.00| 26.46000 5292.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 458B000 5473.000 M2 | 3.00000 16419.00| 1.43000 7826.39| 4.33000 23698.09 Breaking And Seating Concrete Pavement | | | 0220 502A000 52556.000 KG | 1.00000 52556.00| 1.10000 57811.60| 1.10000 57811.60 Steel Reinforcement | | | 0230 524A011 520.000 M3 | 3.00000 1560.00| 471.00000 244920.00| 460.00000 239200.00 Culvert Concrete (Cast In Place) | | | 0240 530A608 106.000 M | 60.00000 6360.00| 75.00000 7950.00| 164.04000 17388.24 1500 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.S.) (Temporary) | | | 0250 600A000 LUMP| 10000.00000 10000.00| 91000.00000 91000.00| 35000.00000 35000.00 Mobilization | | | 0260 606A000 300.000 M | 36.00000 10800.00| 10.00000 3000.00| 27.37000 8211.00 150 mm Underdrain Pipe | | | 0270 610C001 531.000 MTON| 25.30000 13434.30| 24.00000 12744.00| 26.46000 14050.26 Loose Riprap, Class 2 | | | 0280 610D003 529.000 M2 | 15.00000 7935.00| 3.00000 1587.00| 1.39000 735.31 Filter Blanket, Geotextile | | | 0290 630A000 107.000 M | 92.00000 9844.00| 83.64000 8949.48| 66.97000 7165.79 Steel Beam Guardrail, Class A, Type 1 | | | 0300 630C050 8.000 EACH| 2200.00000 17600.00| 1850.00000 14800.00| 1982.23000 15857.84 Guardrail End Anchor, Type 20 Series | | | 0310 637A001 100.000 M | 17.25000 1725.00| 6.00000 600.00| 13.61000 1361.00 Fence Reset (Includes All Types) | | | 0320 641A035 335.000 M | 87.00000 29145.00| 44.87000 15031.45| 41.79000 13999.65 152.4 Millimeter D.I. Water Main Laid | | | 0330 641A048 175.000 M | 63.80000 11165.00| 29.52000 5166.00| 58.93000 10312.75 101.6 Millimeter D.I. Water Main Laid | | | 0340 641A080 80.000 M | 89.32000 7145.60| 69.90000 5592.00| 103.94000 8315.20 152.4 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000929055 COUNTIES : SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 20011 |(2) 10026 |(3) 18024 |TRI COUNTY CONCRETE CONSTRUC|JRD CONTRACTING, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 641C000 2.000 EACH| 638.00000 1276.00| 415.00000 830.00| 1360.85000 2721.70 152.4 Millimeter Gate Valves With Box | | | 0360 641C002 2.000 EACH| 261.00000 522.00| 200.00000 400.00| 1232.26000 2464.52 50.8 Millimeter Gate Valves With Box | | | 0370 641D100 455.000 KG | 15.35000 6984.25| 4.40000 2002.00| 9.43000 4290.65 Fittings | | | 0380 641L000 2.000 EACH| 870.00000 1740.00| 555.00000 1110.00| 734.00000 1468.00 76.2 Milimeter,Flush Hydrant | | | 0390 650A000 1858.000 M3 | 5.30000 9847.40| 7.00000 13006.00| 7.91000 14696.78 Topsoil | | | 0400 652A056 2.000 HA | 1100.00000 2200.00| 1250.00000 2500.00| 1161.81000 2323.62 Seeding (Mix 2E) | | | 0410 652B053 2.000 HA | 1100.00000 2200.00| 1000.00000 2000.00| 1254.61000 2509.22 Temporary Seeding (Mix 2AT) | | | 0420 654A001 200.000 M2 | 5.00000 1000.00| 5.00000 1000.00| 4.17000 834.00 Solid Sodding (Bermuda) | | | 0430 656A000 4.000 HA | 1100.00000 4400.00| 1250.00000 5000.00| 929.64000 3718.56 Mulching, Class A, Type 1 | | | 0440 665F000 400.000 EACH| 5.50000 2200.00| 5.00000 2000.00| 6.03000 2412.00 Hay Bales | | | 0450 665I000 363.000 MTON| 28.00000 10164.00| 27.00000 9801.00| 33.51000 12164.13 Temporary Riprap, Class 2 | | | 0460 665J000 1586.000 M | 15.00000 23790.00| 10.00000 15860.00| 10.95000 17366.70 Silt Fence, Type A | | | 0470 665K000 46.000 M3 | 6.00000 276.00| 6.50000 299.00| 17.24000 793.04 Drainage Sump Excavation | | | 0480 680A000 LUMP| 20000.00000 20000.00| 2000.00000 2000.00| 25000.00000 25000.00 Engineering Controls | | | 0490 701A006 4.000 KM | 330.00000 1320.00| 298.00000 1192.00| 319.30000 1277.20 Solid White, Class 1, Type A Traffic | | | Stripe (150 mm Wide) | | | 0500 701A010 2.000 KM | 200.00000 400.00| 168.00000 336.00| 180.00000 360.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe (150 mm Wide) | | | 0510 701A014 4.000 KM | 330.00000 1320.00| 298.00000 1192.00| 319.30000 1277.20 Solid Yellow, Class 1 ,Type A Traffic | | | Stripe (150 mm Wide) | | | 0520 701C000 2.000 KM | 240.00000 480.00| 211.00000 422.00| 226.08000 452.16 Broken Temporary Traffic Stripe | | | 0530 701C001 13.000 KM | 270.00000 3510.00| 236.00000 3068.00| 252.87000 3287.31 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 055 -5 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000929055 COUNTIES : SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 20011 |(2) 10026 |(3) 18024 |TRI COUNTY CONCRETE CONSTRUC|JRD CONTRACTING, INC. |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 701D007 2.000 KM | 1100.00000 2200.00| 932.00000 1864.00| 998.62000 1997.24 Solid Traffic Stripe Removed (Paint) | | | 0550 705A011 40.000 EACH| 5.00000 200.00| 4.00000 160.00| 4.29000 171.60 Pavement Markers, Class C, Type 1-A | | | 0560 705A023 74.000 EACH| 5.00000 370.00| 4.00000 296.00| 4.29000 317.46 Pavement Markers, Class C, Type 2-D | | | 0570 705A032 45.000 EACH| 7.00000 315.00| 6.00000 270.00| 6.43000 289.35 Pavement Markers, Class A-H, Type 1-B | | | 0580 705A037 89.000 EACH| 7.00000 623.00| 6.00000 534.00| 6.43000 572.27 Pavement Markers, Class A-H, Type 2-D | | | 0590 740B000 62.000 M2 | 125.00000 7750.00| 130.00000 8060.00| 99.80000 6187.60 Construction Signs | | | 0600 740D000 50.000 EACH| 50.00000 2500.00| 50.00000 2500.00| 37.32000 1866.00 Channelizing Drums | | | 0610 740E000 50.000 EACH| 20.00000 1000.00| 15.00000 750.00| 5.54000 277.00 Cones (900 mm High) | | | 0620 740F002 16.000 EACH| 300.00000 4800.00| 300.00000 4800.00| 225.00000 3600.00 Barricades, Type III | | | 0630 740I005 8.000 EACH| 300.00000 2400.00| 250.00000 2000.00| 506.58000 4052.64 Warning Lights, Type B (Detachable Head)| | | 0640 740L005 90.000 EACH| 50.00000 4500.00| 40.00000 3600.00| 45.00000 4050.00 Vertical Panel, Type I (Double-Sided) | | | 0650 740M000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| 7.94000 397.00 Ballast For Cone | | | 0660 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 56,000.00) | | | 0670 999 000 720.000 HOUR| 0.80000 576.00| 0.80000 576.00| 0.80000 576.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 951,418.69| $ 1,221,719.57| $ 1,315,717.67 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 951,418.69| $ 1,221,719.57| $ 1,315,717.67 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 055 -6 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000929055 COUNTIES : SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 04009 | | |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 20000.00000 20000.00| | Clearing & Grubbing (Approximately 2 | | | Hectares) | | | 0020 206A000 LUMP| 10000.00000 10000.00| | Removal Of Old Bridge, Station | | | 157+75.229 | | | 0030 206A001 LUMP| 10000.00000 10000.00| | Removal Of Old Bridge, Station | | | 178+01.667 | | | 0040 206C001 218.000 M2 | 6.00000 1308.00| | Removing Concrete Pavement | | | 0050 210A000 16063.000 M3 | 4.00000 64252.00| | Unclassified Excavation | | | 0060 210C000 3960.000 M3 | 5.00000 19800.00| | Muck Excavation | | | 0070 210D011 21196.000 M3 | 9.00000 190764.00| | Borrow Excavation (A4 Or Better) | | | 0080 214A000 969.000 M3 | 18.00000 17442.00| | Structure Excavation | | | 0090 214B001 382.000 M3 | 32.00000 12224.00| | Foundation Backfill, Commercial | | | 0100 231B001 2670.000 MTON| 28.00000 74760.00| | Roadbed Stabilizing Material, ALDOT #467| | | 0110 401A000 4489.000 M2 | 0.70000 3142.30| | Bituminous Treatment A | | | 0120 405A000 3610.000 L | 1.20000 4332.00| | Tack Coat | | | 0130 408A052 7825.000 M2 | 4.00000 31300.00| | Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0140 424A241 823.000 MTON| 62.00000 51026.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0150 424B441 2428.000 MTON| 58.00000 140824.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0 mm Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0160 424B445 100.000 MTON| 58.00000 5800.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 055 -7 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000929055 COUNTIES : SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 04009 | | |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B449 700.000 MTON| 60.00000 42000.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0180 424C240 1091.000 MTON| 57.00000 62187.00| | Superpave Bituminous Concrete Base | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0190 428B000 2122.000 M | 1.00000 2122.00| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0200 430B000 200.000 MTON| 28.00000 5600.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0210 458B000 5473.000 M2 | 4.00000 21892.00| | Breaking And Seating Concrete Pavement | | | 0220 502A000 52556.000 KG | 1.10000 57811.60| | Steel Reinforcement | | | 0230 524A011 520.000 M3 | 385.00000 200200.00| | Culvert Concrete (Cast In Place) | | | 0240 530A608 106.000 M | 420.00000 44520.00| | 1500 mm Roadway Pipe (2.0 mm Wall | | | Thickness C.S.) (Temporary) | | | 0250 600A000 LUMP| 50000.00000 50000.00| | Mobilization | | | 0260 606A000 300.000 M | 34.00000 10200.00| | 150 mm Underdrain Pipe | | | 0270 610C001 531.000 MTON| 32.00000 16992.00| | Loose Riprap, Class 2 | | | 0280 610D003 529.000 M2 | 5.00000 2645.00| | Filter Blanket, Geotextile | | | 0290 630A000 107.000 M | 85.00000 9095.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0300 630C050 8.000 EACH| 2500.00000 20000.00| | Guardrail End Anchor, Type 20 Series | | | 0310 637A001 100.000 M | 18.00000 1800.00| | Fence Reset (Includes All Types) | | | 0320 641A035 335.000 M | 85.00000 28475.00| | 152.4 Millimeter D.I. Water Main Laid | | | 0330 641A048 175.000 M | 70.00000 12250.00| | 101.6 Millimeter D.I. Water Main Laid | | | 0340 641A080 80.000 M | 105.00000 8400.00| | 152.4 Millimeter D.I. Water Main Laid | | | (Restrained Joint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 055 -8 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000929055 COUNTIES : SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 04009 | | |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 641C000 2.000 EACH| 850.00000 1700.00| | 152.4 Millimeter Gate Valves With Box | | | 0360 641C002 2.000 EACH| 500.00000 1000.00| | 50.8 Millimeter Gate Valves With Box | | | 0370 641D100 455.000 KG | 5.00000 2275.00| | Fittings | | | 0380 641L000 2.000 EACH| 1200.00000 2400.00| | 76.2 Milimeter,Flush Hydrant | | | 0390 650A000 1858.000 M3 | 12.00000 22296.00| | Topsoil | | | 0400 652A056 2.000 HA | 2200.00000 4400.00| | Seeding (Mix 2E) | | | 0410 652B053 2.000 HA | 1700.00000 3400.00| | Temporary Seeding (Mix 2AT) | | | 0420 654A001 200.000 M2 | 6.00000 1200.00| | Solid Sodding (Bermuda) | | | 0430 656A000 4.000 HA | 1600.00000 6400.00| | Mulching, Class A, Type 1 | | | 0440 665F000 400.000 EACH| 5.00000 2000.00| | Hay Bales | | | 0450 665I000 363.000 MTON| 30.00000 10890.00| | Temporary Riprap, Class 2 | | | 0460 665J000 1586.000 M | 16.00000 25376.00| | Silt Fence, Type A | | | 0470 665K000 46.000 M3 | 20.00000 920.00| | Drainage Sump Excavation | | | 0480 680A000 LUMP| 20000.00000 20000.00| | Engineering Controls | | | 0490 701A006 4.000 KM | 500.00000 2000.00| | Solid White, Class 1, Type A Traffic | | | Stripe (150 mm Wide) | | | 0500 701A010 2.000 KM | 400.00000 800.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe (150 mm Wide) | | | 0510 701A014 4.000 KM | 500.00000 2000.00| | Solid Yellow, Class 1 ,Type A Traffic | | | Stripe (150 mm Wide) | | | 0520 701C000 2.000 KM | 300.00000 600.00| | Broken Temporary Traffic Stripe | | | 0530 701C001 13.000 KM | 400.00000 5200.00| | Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 055 -9 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20000929055 COUNTIES : SUMTER LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(4) 04009 | | |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 701D007 2.000 KM | 800.00000 1600.00| | Solid Traffic Stripe Removed (Paint) | | | 0550 705A011 40.000 EACH| 6.00000 240.00| | Pavement Markers, Class C, Type 1-A | | | 0560 705A023 74.000 EACH| 6.00000 444.00| | Pavement Markers, Class C, Type 2-D | | | 0570 705A032 45.000 EACH| 6.00000 270.00| | Pavement Markers, Class A-H, Type 1-B | | | 0580 705A037 89.000 EACH| 6.00000 534.00| | Pavement Markers, Class A-H, Type 2-D | | | 0590 740B000 62.000 M2 | 130.00000 8060.00| | Construction Signs | | | 0600 740D000 50.000 EACH| 40.00000 2000.00| | Channelizing Drums | | | 0610 740E000 50.000 EACH| 15.00000 750.00| | Cones (900 mm High) | | | 0620 740F002 16.000 EACH| 275.00000 4400.00| | Barricades, Type III | | | 0630 740I005 8.000 EACH| 175.00000 1400.00| | Warning Lights, Type B (Detachable Head)| | | 0640 740L005 90.000 EACH| 30.00000 2700.00| | Vertical Panel, Type I (Double-Sided) | | | 0650 740M000 50.000 EACH| 10.00000 500.00| | Ballast For Cone | | | 0660 998A000 LUMP| 20000.00000 20000.00| | Construction Fuel (Maximum Bid Limited | | | To $ 56,000.00) | | | 0670 999 000 720.000 HOUR| 0.80000 576.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 1,411,494.90| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,411,494.90| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-6113(102) for constructing the Grade, Drainage, Pavement, Bridge, UST Removal and Signing on C.R.#207 from I-20 to S.R.#4 (U.S.#78) at Embry Crossroad. Length 0.880 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 3,147,544.18 100.0000% 2 23068 WAITES CONSTRUCTION COMPANY, INC. $ 3,760,543.80 119.4754% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 3,760,677.27 119.4797% 4 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 4,276,565.86 135.8699% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 23068 |(3) 01007 |CLARK CONSTRUCTION CO., INC.|WAITES CONSTRUCTION COMPANY,|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 107000.00000 107000.00| 30000.00000 30000.00| 21312.41000 21312.41 Clearing & Grubbing (Approximately 12 | | | Acres) | | | 0020 205A002 1.000 EACH| 2506.32000 2506.32| 2000.00000 2000.00| 2638.23000 2638.23 Removal Of Structures, Structure No. 2 | | | 0030 205A003 1.000 EACH| 5012.64000 5012.64| 10000.00000 10000.00| 5276.46000 5276.46 Removal Of Structures, Structure No. 3 | | | 0040 205A007 1.000 EACH| 2107.31000 2107.31| 2000.00000 2000.00| 2218.22000 2218.22 Removal Of Structures, Structure No. 7 | | | 0050 205A009 1.000 EACH| 2021.73000 2021.73| 1500.00000 1500.00| 2128.14000 2128.14 Removal Of Structures, Structure No. 9 | | | 0060 205A014 1.000 EACH| 2021.73000 2021.73| 1500.00000 1500.00| 2128.14000 2128.14 Removal Of Structures, Structure No. 14 | | | 0070 206A000 LUMP| 70000.00000 70000.00| 131500.00000 131500.00| 80000.00000 80000.00 Removal Of Old Bridge Sta.33+26.71 | | | 0080 206C000 68.000 SQYD| 5.21000 354.28| 22.00000 1496.00| 5.48000 372.64 Removing Concrete Sidewalk | | | 0090 206D000 360.000 LF | 4.86000 1749.60| 8.00000 2880.00| 5.12000 1843.20 Removing Pipe | | | 0100 210A000 31351.000 CYIP| 2.19000 68658.69| 2.50000 78377.50| 2.31000 72420.81 Unclassified Excavation | | | 0110 210D000 41111.000 CYIP| 4.00000 164444.00| 5.50000 226110.50| 4.21000 173077.31 Borrow Excavation | | | 0120 210F000 4358.000 TNIP| 14.50000 63191.00| 16.00000 69728.00| 16.00000 69728.00 Borrow Excavation (Underwater Backfill) | | | 0130 210F001 7346.000 TNIP| 14.50000 106517.00| 16.00000 117536.00| 16.00000 117536.00 Borrow Excavation (Underwater | | | Embankment) | | | 0140 214A000 99.000 CUYD| 6.36000 629.64| 18.00000 1782.00| 6.70000 663.30 Structure Excavation | | | 0150 214B001 40.000 CUYD| 24.96000 998.40| 25.00000 1000.00| 26.27000 1050.80 Foundation Backfill, Commercial | | | 0160 224A000 1400.000 CUYD| 4.21000 5894.00| 10.00000 14000.00| 4.43000 6202.00 Lime Sink Excavation | | | 0170 224C000 400.000 TON | 18.49000 7396.00| 12.00000 4800.00| 19.46000 7784.00 Special Backfill For Lime Sink, AHD #467| | | 0180 224D000 100.000 CUYD| 101.74000 10174.00| 150.00000 15000.00| 107.10000 10710.00 Concrete Seal For Lime Sink | | | 0190 230A000 86.000 RBST| 200.00000 17200.00| 200.00000 17200.00| 368.42000 31684.12 Roadbed Processing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 23068 |(3) 01007 |CLARK CONSTRUCTION CO., INC.|WAITES CONSTRUCTION COMPANY,|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 250B000 50.000 CUYD| 60.00000 3000.00| 65.00000 3250.00| 63.15000 3157.50 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0210 250C000 2.000 EACH| 3000.00000 6000.00| 4000.00000 8000.00| 3160.00000 6320.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0220 250N000 50.000 GAL | 1.00000 50.00| 2.00000 100.00| 1.05000 52.50 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0230 301A008 276.000 SYCP| 3.50000 966.00| 6.50000 1794.00| 4.52000 1247.52 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0240 301A012 29737.000 SYCP| 3.50000 104079.50| 6.50000 193290.50| 4.56000 135600.72 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0250 401A000 30013.000 SYCP| 0.40000 12005.20| 0.50000 15006.50| 0.26000 7803.38 Bituminous Treatment A | | | 0260 401B108 817.000 SYCP| 2.00000 1634.00| 15.00000 12255.00| 13.46000 10996.82 Bituminous Treatment G (With Polymer | | | Additive) | | | 0270 405A000 4380.000 GAL | 0.01000 43.80| 1.25000 5475.00| 1.00000 4380.00 Tack Coat | | | 0280 408A052 917.000 SY | 5.00000 4585.00| 8.00000 7336.00| 6.14000 5630.38 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0290 410B000 1.000 EACH| 5500.00000 5500.00| 3500.00000 3500.00| 3000.00000 3000.00 State Furnished Profilograph | | | 0300 429A260 1611.000 TON | 33.00000 53163.00| 35.00000 56385.00| 33.78000 54419.58 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0310 429A266 100.000 TON | 45.00000 4500.00| 40.00000 4000.00| 38.97000 3897.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0320 429B261 10998.000 TON | 26.69000 293536.62| 27.00000 296946.00| 25.95000 285398.10 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0330 429B265 100.000 TON | 60.00000 6000.00| 49.00000 4900.00| 45.61000 4561.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -4 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 23068 |(3) 01007 |CLARK CONSTRUCTION CO., INC.|WAITES CONSTRUCTION COMPANY,|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 429C261 4982.000 TON | 26.69000 132969.58| 28.00000 139496.00| 25.05000 124799.10 Improved Bituminous Concrete Base Layer,| | | 1 1/2" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0350 430B002 500.000 TNCP| 19.68000 9840.00| 15.00000 7500.00| 20.72000 10360.00 Aggregate Surfacing (AHD #467) | | | 0360 430B012 1000.000 TNCP| 15.64000 15640.00| 15.00000 15000.00| 16.46000 16460.00 Aggregate Surfacing (AHD #410 Or #467) | | | 0370 450B000 267.000 SQYD| 50.00000 13350.00| 73.50000 19624.50| 65.00000 17355.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0380 502A000 55400.000 LB | 0.45000 24930.00| 0.70000 38780.00| 0.50000 27700.00 Steel Reinforcement | | | 0390 502B000 LUMP| 74000.00000 74000.00| 94500.00000 94500.00| 82000.00000 82000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta.32+68, | | | Approximately 163,900 Lbs. | | | 0400 505C002 1555.000 LF | 20.00000 31100.00| 26.25000 40818.75| 29.00000 45095.00 Steel Piling (HP 12x53) | | | 0410 505C006 5641.000 LF | 38.00000 214358.00| 36.75000 207306.75| 45.00000 253845.00 Steel Piling (HP 14x117) | | | 0420 505G003 48.000 EACH| 55.00000 2640.00| 52.50000 2520.00| 90.00000 4320.00 Pile Points (Type A, 12") | | | 0430 505G004 132.000 EACH| 70.00000 9240.00| 105.00000 13860.00| 100.00000 13200.00 Pile Points (Type A, 14") | | | 0440 505I000 6000.000 SQFT| 13.75000 82500.00| 16.80000 100800.00| 25.00000 150000.00 Temporary Steel Sheet Piling | | | 0450 508A000 35570.000 LB | 2.20000 78254.00| 2.63000 93549.10| 2.50000 88925.00 Structural Steel | | | 0460 510A000 724.000 CUYD| 300.00000 217200.00| 420.00000 304080.00| 350.00000 253400.00 Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 250000.00000 250000.00| 312900.00000 312900.00| 347000.00000 347000.00 Bridge Concrete Superstructure, | | | Sta.32+68, Approximately 613 Cu. Yds. | | | 0480 510E000 2407.000 SQYD| 2.00000 4814.00| 2.10000 5054.70| 3.00000 7221.00 Grooving Concrete Bridge Decks | | | 0490 511A001 154.000 EACH| 100.00000 15400.00| 105.00000 16170.00| 125.00000 19250.00 Elastomeric Bearings, Type 2 | | | 0500 513B003 3097.000 LF | 47.00000 145559.00| 63.00000 195111.00| 110.00000 340670.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -5 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 23068 |(3) 01007 |CLARK CONSTRUCTION CO., INC.|WAITES CONSTRUCTION COMPANY,|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 530A001 91.000 LF | 21.87000 1990.17| 28.00000 2548.00| 23.02000 2094.82 18" Roadway Pipe (Class 3 R.C.) | | | 0520 530A102 58.000 LF | 36.44000 2113.52| 35.00000 2030.00| 38.36000 2224.88 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0530 535A001 622.000 LF | 18.90000 11755.80| 20.00000 12440.00| 19.90000 12377.80 18" Side Drain Pipe | | | 0540 600A000 LUMP| 230000.00000 230000.00| 168000.00000 168000.00| 305066.17000 305066.17 Mobilization | | | 0550 602A000 19.000 EACH| 86.93000 1651.67| 70.00000 1330.00| 91.51000 1738.69 Right Of Way Markers | | | 0560 606A000 300.000 LF | 8.39000 2517.00| 7.50000 2250.00| 8.83000 2649.00 6" Underdrain Pipe | | | 0570 610C001 6179.000 TON | 19.85000 122653.15| 28.00000 173012.00| 20.90000 129141.10 Loose Riprap, Class 2 | | | 0580 610D003 6488.000 SQYD| 3.56000 23097.28| 2.50000 16220.00| 3.75000 24330.00 Filter Blanket, Geotextile | | | 0590 619A003 2.000 EACH| 682.03000 1364.06| 750.00000 1500.00| 717.93000 1435.86 24" Roadway Pipe End Treatment, Class 1 | | | 0600 619A101 16.000 EACH| 651.69000 10427.04| 600.00000 9600.00| 685.99000 10975.84 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0610 619A201 2.000 EACH| 985.40000 1970.80| 1300.00000 2600.00| 1037.26000 2074.52 18" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0620 620A000 1.000 CUYD| 406.06000 406.06| 200.00000 200.00| 427.43000 427.43 Minor Structure Concrete | | | 0630 630A000 1364.000 LF | 10.00000 13640.00| 12.00000 16368.00| 10.15000 13844.60 Steel Beam Guardrail, Class A, Type 1 | | | 0640 630C003 4.000 EACH| 875.00000 3500.00| 1100.00000 4400.00| 950.00000 3800.00 Guardrail End Anchor, Type 13 | | | 0650 630C070 6.000 EACH| 1575.00000 9450.00| 1400.00000 8400.00| 1200.00000 7200.00 Guardrail End Anchor, Type 10 Series | | | 0660 650B000 6346.000 CYIP| 5.10000 32364.60| 7.50000 47595.00| 5.37000 34078.02 Topsoil From Stockpiles | | | 0670 652A050 7.000 ACRE| 414.89000 2904.23| 800.00000 5600.00| 575.00000 4025.00 Seeding (Mix 1A) | | | 0680 652A053 1.000 ACRE| 414.89000 414.89| 1000.00000 1000.00| 600.00000 600.00 Seeding (Mix 1E) | | | 0690 652B050 4.000 ACRE| 414.89000 1659.56| 800.00000 3200.00| 500.00000 2000.00 Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -6 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 23068 |(3) 01007 |CLARK CONSTRUCTION CO., INC.|WAITES CONSTRUCTION COMPANY,|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 652D050 4.000 ACRE| 414.89000 1659.56| 800.00000 3200.00| 500.00000 2000.00 Seeding In Stubble (Mix 1A) | | | 0710 656A000 11.000 ACRE| 425.53000 4680.83| 800.00000 8800.00| 400.00000 4400.00 Mulching, Class A, Type 1 | | | 0720 656A001 1.000 ACRE| 425.53000 425.53| 800.00000 800.00| 500.00000 500.00 Mulching, Class A, Type 2 | | | 0730 665A000 6.000 ACRE| 414.89000 2489.34| 800.00000 4800.00| 350.00000 2100.00 Temporary Seeding | | | 0740 665B000 6.000 ACRE| 425.53000 2553.18| 800.00000 4800.00| 350.00000 2100.00 Temporary Mulching | | | 0750 665F000 45.000 EACH| 6.81000 306.45| 8.00000 360.00| 7.17000 322.65 Hay Bales | | | 0760 665I000 1400.000 TON | 22.00000 30800.00| 28.00000 39200.00| 33.21000 46494.00 Temporary Riprap, Class 2 | | | 0770 665J000 20736.000 LF | 3.56000 73820.16| 3.00000 62208.00| 3.75000 77760.00 Silt Fence, Type A | | | 0780 665K000 50.000 CUYD| 8.63000 431.50| 20.00000 1000.00| 9.09000 454.50 Drainage Sump Excavation | | | 0790 680A000 LUMP| 5000.00000 5000.00| 70500.00000 70500.00| 36385.00000 36385.00 Engineering Controls | | | 0800 701A028 1.000 MILE| 2000.00000 2000.00| 1500.00000 1500.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0810 701A041 2.000 MILE| 1200.00000 2400.00| 1200.00000 2400.00| 1200.00000 2400.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0820 701A046 2.000 MILE| 1200.00000 2400.00| 1200.00000 2400.00| 1200.00000 2400.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0830 701A048 3.000 MILE| 2500.00000 7500.00| 1600.00000 4800.00| 2500.00000 7500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0840 701C000 17.000 MILE| 320.00000 5440.00| 450.00000 7650.00| 320.00000 5440.00 Broken Temporary Traffic Stripe | | | 0850 701C001 19.000 MILE| 360.00000 6840.00| 450.00000 8550.00| 360.00000 6840.00 Solid Temporary Traffic Stripe | | | 0860 701C006 1.000 MILE| 6800.00000 6800.00| 5800.00000 5800.00| 6800.00000 6800.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0870 701D005 1.000 MILE| 1400.00000 1400.00| 1500.00000 1500.00| 1400.00000 1400.00 Solid Traffic Stripe Removed | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -7 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 23068 |(3) 01007 |CLARK CONSTRUCTION CO., INC.|WAITES CONSTRUCTION COMPANY,|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 701D009 1.000 MILE| 800.00000 800.00| 1500.00000 1500.00| 800.00000 800.00 Solid Traffic Stripe Removed (Tape) | | | 0890 701G121 574.000 LF | 2.00000 1148.00| 5.00000 2870.00| 2.00000 1148.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0900 701G125 574.000 LF | 3.88000 2227.12| 5.00000 2870.00| 3.88000 2227.12 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0910 701G129 574.000 LF | 2.15000 1234.10| 4.50000 2583.00| 2.15000 1234.10 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0920 701G133 574.000 LF | 4.06000 2330.44| 4.50000 2583.00| 4.06000 2330.44 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0930 703A002 3807.000 SQFT| 1.80000 6852.60| 3.50000 13324.50| 1.80000 6852.60 Traffic Control Markings, Class 2, Type | | | A | | | 0940 703B002 45.000 SQFT| 3.00000 135.00| 3.50000 157.50| 3.00000 135.00 Traffic Control Legends, Class 2, Type A| | | 0950 705A030 4.000 EACH| 5.25000 21.00| 8.00000 32.00| 5.25000 21.00 Pavement Markers, Class A-H, Type 2-C | | | 0960 705A031 93.000 EACH| 5.00000 465.00| 8.00000 744.00| 5.00000 465.00 Pavement Markers, Class A-H, Type 1-A | | | 0970 705A032 37.000 EACH| 5.00000 185.00| 8.00000 296.00| 5.00000 185.00 Pavement Markers, Class A-H, Type 1-B | | | 0980 705A037 198.000 EACH| 5.25000 1039.50| 8.00000 1584.00| 5.25000 1039.50 Pavement Markers, Class A-H, Type 2-D | | | 0990 705A038 19.000 EACH| 5.25000 99.75| 8.00000 152.00| 5.25000 99.75 Pavement Markers, Class A-H, Type 2-E | | | 1000 710A115 61.000 SQFT| 15.25000 930.25| 23.00000 1403.00| 18.50000 1128.50 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1010 710B001 132.000 LF | 7.50000 990.00| 12.00000 1584.00| 8.00000 1056.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1020 726A000 300.000 LF | 30.00000 9000.00| 120.00000 36000.00| 35.00000 10500.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1030 740B000 471.000 SQFT| 10.00000 4710.00| 15.00000 7065.00| 11.00000 5181.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -8 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 03001 |(2) 23068 |(3) 01007 |CLARK CONSTRUCTION CO., INC.|WAITES CONSTRUCTION COMPANY,|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 740D000 150.000 EACH| 50.00000 7500.00| 100.00000 15000.00| 60.00000 9000.00 Channelizing Drums | | | 1050 740E000 100.000 EACH| 25.00000 2500.00| 18.00000 1800.00| 15.00000 1500.00 Cones (36 Inches High) | | | 1060 740F002 4.000 EACH| 300.00000 1200.00| 375.00000 1500.00| 285.00000 1140.00 Barricades, Type III | | | 1070 740I005 2.000 EACH| 600.00000 1200.00| 650.00000 1300.00| 750.00000 1500.00 Warning Lights, Type B (Detachable Head)| | | 1080 740M000 100.000 EACH| 15.00000 1500.00| 15.00000 1500.00| 7.00000 700.00 Weight For Cone | | | 1090 741C010 1.000 EACH| 5500.00000 5500.00| 8000.00000 8000.00| 7800.00000 7800.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1100 998A000 LUMP| 10000.00000 10000.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 250,000.00) | | | 1110 999 000 520.000 HOUR| 0.80000 416.00| 0.80000 416.00| 0.80000 416.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,147,544.18| $ 3,760,543.80| $ 3,760,677.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,147,544.18| $ 3,760,543.80| $ 3,760,677.27 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -9 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 100000.00000 100000.00| | Clearing & Grubbing (Approximately 12 | | | Acres) | | | 0020 205A002 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 2 | | | 0030 205A003 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 3 | | | 0040 205A007 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 7 | | | 0050 205A009 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 9 | | | 0060 205A014 1.000 EACH| 1000.00000 1000.00| | Removal Of Structures, Structure No. 14 | | | 0070 206A000 LUMP| 88000.00000 88000.00| | Removal Of Old Bridge Sta.33+26.71 | | | 0080 206C000 68.000 SQYD| 5.00000 340.00| | Removing Concrete Sidewalk | | | 0090 206D000 360.000 LF | 6.00000 2160.00| | Removing Pipe | | | 0100 210A000 31351.000 CYIP| 3.50000 109728.50| | Unclassified Excavation | | | 0110 210D000 41111.000 CYIP| 4.65000 191166.15| | Borrow Excavation | | | 0120 210F000 4358.000 TNIP| 16.00000 69728.00| | Borrow Excavation (Underwater Backfill) | | | 0130 210F001 7346.000 TNIP| 15.00000 110190.00| | Borrow Excavation (Underwater | | | Embankment) | | | 0140 214A000 99.000 CUYD| 11.00000 1089.00| | Structure Excavation | | | 0150 214B001 40.000 CUYD| 20.00000 800.00| | Foundation Backfill, Commercial | | | 0160 224A000 1400.000 CUYD| 4.00000 5600.00| | Lime Sink Excavation | | | 0170 224C000 400.000 TON | 15.00000 6000.00| | Special Backfill For Lime Sink, AHD #467| | | 0180 224D000 100.000 CUYD| 110.00000 11000.00| | Concrete Seal For Lime Sink | | | 0190 230A000 86.000 RBST| 4.00000 344.00| | Roadbed Processing | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -10 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 250B000 50.000 CUYD| 65.00000 3250.00| | Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0210 250C000 2.000 EACH| 3300.00000 6600.00| | Underground Storage Tank Removal | | | (Specialty Item) | | | 0220 250N000 50.000 GAL | 1.20000 60.00| | Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0230 301A008 276.000 SYCP| 5.00000 1380.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0240 301A012 29737.000 SYCP| 5.10000 151658.70| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0250 401A000 30013.000 SYCP| 0.30000 9003.90| | Bituminous Treatment A | | | 0260 401B108 817.000 SYCP| 16.00000 13072.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0270 405A000 4380.000 GAL | 1.15000 5037.00| | Tack Coat | | | 0280 408A052 917.000 SY | 7.00000 6419.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0290 410B000 1.000 EACH| 3400.00000 3400.00| | State Furnished Profilograph | | | 0300 429A260 1611.000 TON | 37.00000 59607.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0310 429A266 100.000 TON | 43.00000 4300.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0320 429B261 10998.000 TON | 28.00000 307944.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0330 429B265 100.000 TON | 50.00000 5000.00| | Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -11 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 429C261 4982.000 TON | 27.50000 137005.00| | Improved Bituminous Concrete Base Layer,| | | 1 1/2" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0350 430B002 500.000 TNCP| 22.00000 11000.00| | Aggregate Surfacing (AHD #467) | | | 0360 430B012 1000.000 TNCP| 22.00000 22000.00| | Aggregate Surfacing (AHD #410 Or #467) | | | 0370 450B000 267.000 SQYD| 70.00000 18690.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0380 502A000 55400.000 LB | 0.52000 28808.00| | Steel Reinforcement | | | 0390 502B000 LUMP| 92000.00000 92000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta.32+68, | | | Approximately 163,900 Lbs. | | | 0400 505C002 1555.000 LF | 33.00000 51315.00| | Steel Piling (HP 12x53) | | | 0410 505C006 5641.000 LF | 50.00000 282050.00| | Steel Piling (HP 14x117) | | | 0420 505G003 48.000 EACH| 100.00000 4800.00| | Pile Points (Type A, 12") | | | 0430 505G004 132.000 EACH| 110.00000 14520.00| | Pile Points (Type A, 14") | | | 0440 505I000 6000.000 SQFT| 40.00000 240000.00| | Temporary Steel Sheet Piling | | | 0450 508A000 35570.000 LB | 2.85000 101374.50| | Structural Steel | | | 0460 510A000 724.000 CUYD| 400.00000 289600.00| | Bridge Substructure Concrete, Class A | | | 0470 510C051 LUMP| 385000.00000 385000.00| | Bridge Concrete Superstructure, | | | Sta.32+68, Approximately 613 Cu. Yds. | | | 0480 510E000 2407.000 SQYD| 3.50000 8424.50| | Grooving Concrete Bridge Decks | | | 0490 511A001 154.000 EACH| 150.00000 23100.00| | Elastomeric Bearings, Type 2 | | | 0500 513B003 3097.000 LF | 125.00000 387125.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -12 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 530A001 91.000 LF | 22.78000 2072.98| | 18" Roadway Pipe (Class 3 R.C.) | | | 0520 530A102 58.000 LF | 36.72000 2129.76| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0530 535A001 622.000 LF | 22.78000 14169.16| | 18" Side Drain Pipe | | | 0540 600A000 LUMP| 350000.00000 350000.00| | Mobilization | | | 0550 602A000 19.000 EACH| 116.00000 2204.00| | Right Of Way Markers | | | 0560 606A000 300.000 LF | 12.00000 3600.00| | 6" Underdrain Pipe | | | 0570 610C001 6179.000 TON | 17.00000 105043.00| | Loose Riprap, Class 2 | | | 0580 610D003 6488.000 SQYD| 5.00000 32440.00| | Filter Blanket, Geotextile | | | 0590 619A003 2.000 EACH| 500.00000 1000.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0600 619A101 16.000 EACH| 500.00000 8000.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0610 619A201 2.000 EACH| 800.00000 1600.00| | 18" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0620 620A000 1.000 CUYD| 750.00000 750.00| | Minor Structure Concrete | | | 0630 630A000 1364.000 LF | 14.30000 19505.20| | Steel Beam Guardrail, Class A, Type 1 | | | 0640 630C003 4.000 EACH| 1200.00000 4800.00| | Guardrail End Anchor, Type 13 | | | 0650 630C070 6.000 EACH| 1650.00000 9900.00| | Guardrail End Anchor, Type 10 Series | | | 0660 650B000 6346.000 CYIP| 5.50000 34903.00| | Topsoil From Stockpiles | | | 0670 652A050 7.000 ACRE| 450.00000 3150.00| | Seeding (Mix 1A) | | | 0680 652A053 1.000 ACRE| 450.00000 450.00| | Seeding (Mix 1E) | | | 0690 652B050 4.000 ACRE| 450.00000 1800.00| | Temporary Seeding (Mix 1AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -13 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0700 652D050 4.000 ACRE| 450.00000 1800.00| | Seeding In Stubble (Mix 1A) | | | 0710 656A000 11.000 ACRE| 460.00000 5060.00| | Mulching, Class A, Type 1 | | | 0720 656A001 1.000 ACRE| 470.00000 470.00| | Mulching, Class A, Type 2 | | | 0730 665A000 6.000 ACRE| 450.00000 2700.00| | Temporary Seeding | | | 0740 665B000 6.000 ACRE| 460.00000 2760.00| | Temporary Mulching | | | 0750 665F000 45.000 EACH| 5.60000 252.00| | Hay Bales | | | 0760 665I000 1400.000 TON | 20.00000 28000.00| | Temporary Riprap, Class 2 | | | 0770 665J000 20736.000 LF | 4.50000 93312.00| | Silt Fence, Type A | | | 0780 665K000 50.000 CUYD| 12.00000 600.00| | Drainage Sump Excavation | | | 0790 680A000 LUMP| 75000.00000 75000.00| | Engineering Controls | | | 0800 701A028 1.000 MILE| 2000.00000 2000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0810 701A041 2.000 MILE| 1200.00000 2400.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0820 701A046 2.000 MILE| 1200.00000 2400.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0830 701A048 3.000 MILE| 2500.00000 7500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0840 701C000 17.000 MILE| 320.00000 5440.00| | Broken Temporary Traffic Stripe | | | 0850 701C001 19.000 MILE| 360.00000 6840.00| | Solid Temporary Traffic Stripe | | | 0860 701C006 1.000 MILE| 6800.00000 6800.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0870 701D005 1.000 MILE| 1400.00000 1400.00| | Solid Traffic Stripe Removed | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -14 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0880 701D009 1.000 MILE| 800.00000 800.00| | Solid Traffic Stripe Removed (Tape) | | | 0890 701G121 574.000 LF | 2.00000 1148.00| | Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0900 701G125 574.000 LF | 3.88000 2227.12| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0910 701G129 574.000 LF | 2.15000 1234.10| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0920 701G133 574.000 LF | 4.06000 2330.44| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0930 703A002 3807.000 SQFT| 1.80000 6852.60| | Traffic Control Markings, Class 2, Type | | | A | | | 0940 703B002 45.000 SQFT| 3.00000 135.00| | Traffic Control Legends, Class 2, Type A| | | 0950 705A030 4.000 EACH| 5.25000 21.00| | Pavement Markers, Class A-H, Type 2-C | | | 0960 705A031 93.000 EACH| 5.00000 465.00| | Pavement Markers, Class A-H, Type 1-A | | | 0970 705A032 37.000 EACH| 5.00000 185.00| | Pavement Markers, Class A-H, Type 1-B | | | 0980 705A037 198.000 EACH| 5.25000 1039.50| | Pavement Markers, Class A-H, Type 2-D | | | 0990 705A038 19.000 EACH| 5.25000 99.75| | Pavement Markers, Class A-H, Type 2-E | | | 1000 710A115 61.000 SQFT| 18.00000 1098.00| | Class 4, Aluminum Flat Sign Panels | | | 0.08" Thick Or Steel Flat Sign Panels | | | 14 Gauge (Type III Or Type IV | | | Background) | | | 1010 710B001 132.000 LF | 8.50000 1122.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1020 726A000 300.000 LF | 50.00000 15000.00| | Portable Concrete Safety Barriers, Type | | | 6 | | | 1030 740B000 471.000 SQFT| 12.00000 5652.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 056 -15 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20000929056 COUNTIES : TALLADEGA LETTING DATE : 09/29/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(4) 20011 | | |TRI COUNTY CONCRETE CONSTRUC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 740D000 150.000 EACH| 60.00000 9000.00| | Channelizing Drums | | | 1050 740E000 100.000 EACH| 30.00000 3000.00| | Cones (36 Inches High) | | | 1060 740F002 4.000 EACH| 250.00000 1000.00| | Barricades, Type III | | | 1070 740I005 2.000 EACH| 300.00000 600.00| | Warning Lights, Type B (Detachable Head)| | | 1080 740M000 100.000 EACH| 12.00000 1200.00| | Weight For Cone | | | 1090 741C010 1.000 EACH| 5000.00000 5000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1100 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ 250,000.00) | | | 1110 999 000 520.000 HOUR| 0.80000 416.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,276,565.86| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,276,565.86| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20000929057 COUNTIES : WILCOX LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-6600(20) for constructing the Resurfacing and Traffic Stripe on C.R. #12 from Little Zion Road to S.R. #41, southwest of Camden. Length - 12.666 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19015 S & C MATERIALS & PAVING, INC. $ 347,809.85 100.0000% 2 23018 CHARLES E. WATTS, INC. $ 378,107.10 108.7108% 3 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 382,265.29 109.9064% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20000929057 COUNTIES : WILCOX LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 19015 |(2) 23018 |(3) 19100 |S & C MATERIALS & PAVING, IN|CHARLES E. WATTS, INC. |SOUTHWEST ALABAMA CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 327D020 1219.000 MTON| 44.65000 54428.35| 56.00000 68264.00| 50.55000 61620.45 Plant Mix Bituminous Base, Widening, | | | Mix 1 | | | 0020 401B106 85090.000 M2 | 1.90000 161671.00| 1.99000 169329.10| 2.15000 182943.50 Bituminous Treatment JG (With Polymer | | | Additive) | | | 0030 405A000 11600.000 L | 0.25000 2900.00| 0.31000 3596.00| 0.31000 3596.00 Tack Coat | | | 0040 416C020 1220.000 MTON| 49.65000 60573.00| 53.00000 64660.00| 49.59000 60499.80 Bituminous Concrete Plant Mix, Leveling,| | | Mix 1 | | | 0050 600A000 LUMP| 14000.00000 14000.00| 18000.00000 18000.00| 12750.00000 12750.00 Mobilization | | | 0060 630A000 555.000 M | 42.50000 23587.50| 41.00000 22755.00| 44.00000 24420.00 Steel Beam Guardrail, Class A, Type 1 | | | 0070 630C070 8.000 EACH| 1450.00000 11600.00| 1450.00000 11600.00| 1540.00000 12320.00 Guardrail End Anchor, Type 10 Series | | | 0080 701A004 25.000 KM | 210.00000 5250.00| 220.00000 5500.00| 310.00000 7750.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0090 701A008 8.000 KM | 120.00000 960.00| 125.00000 1000.00| 247.50000 1980.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0100 701A012 9.000 KM | 200.00000 1800.00| 220.00000 1980.00| 308.00000 2772.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701C000 8.000 KM | 215.00000 1720.00| 230.00000 1840.00| 203.00000 1624.00 Broken Temporary Traffic Stripe | | | 0120 701C001 9.000 KM | 240.00000 2160.00| 260.00000 2340.00| 217.50000 1957.50 Solid Temporary Traffic Stripe | | | 0130 703A000 24.000 M2 | 15.00000 360.00| 15.50000 372.00| 8.25000 198.00 Traffic Control Markings, Class 1, Type | | | A | | | 0140 703B000 25.000 M2 | 15.00000 375.00| 15.50000 387.50| 11.00000 275.00 Traffic Control Legends, Class 1, Type A| | | 0150 703D001 12.000 M2 | 15.00000 180.00| 15.50000 186.00| 13.20000 158.40 Temporary Traffic Control Markings | | | 0160 740B000 23.000 M2 | 165.00000 3795.00| 95.00000 2185.00| 120.35000 2768.05 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20000929057 COUNTIES : WILCOX LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 19015 |(2) 23018 |(3) 19100 |S & C MATERIALS & PAVING, IN|CHARLES E. WATTS, INC. |SOUTHWEST ALABAMA CONSTRUCTI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 740E000 25.000 EACH| 10.00000 250.00| 12.50000 312.50| 9.50000 237.50 Cones (900 mm High) | | | 0180 740O000 1.000 EACH| 2200.00000 2200.00| 1800.00000 1800.00| 1200.00000 1200.00 Pilot Car | | | 0190 998A000 LUMP| 0.00000 0.00| 2000.00000 2000.00| 3195.09000 3195.09 Construction Fuel (Maximum Bid Limited | | | To $ 15,000.00) | | | SECTION TOTALS | $ 347,809.85| $ 378,107.10| $ 382,265.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 347,809.85| $ 378,107.10| $ 382,265.29 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20000929058 COUNTIES : WILCOX LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-6617(104) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#29 from S.R.#5 in Alberta to Vincent Road. Length 7.992 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 960,218.94 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20000929058 COUNTIES : WILCOX LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 02033 | | |S. T. BUNN CONSTRUCTION CO.,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 6176.000 GAL | 1.25000 7720.00| | Tack Coat | | | 0020 424A200 6228.000 TON | 38.76000 241397.28| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0030 424B409 14720.000 TON | 36.00000 529920.00| | Superpave Bituminous Concrete Upper | | | Binder Layer,Leveling, 1" Max Aggregate | | | Size Mix, ESAL Range A | | | 0040 424B412 1386.000 TON | 43.46000 60235.56| | Superpave Bituminous ConcreteUpper | | | Binder Layer, Widening, 1" Max | | | Aggregate Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 74000.00000 74000.00| | Mobilization | | | 0060 630A000 150.000 LF | 15.00000 2250.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0070 630C022 4.000 EACH| 1200.00000 4800.00| | Guardrail End Anchor, Type Special | | | 0080 630C070 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 10 Series | | | 0090 701A030 16.000 MILE| 600.00000 9600.00| | Solid White, Class 2T, Type A, Traffic | | | Stripe | | | 0100 701A034 12.000 MILE| 600.00000 7200.00| | Solid Yellow, Class 2T, Type A, Traffic | | | Stripe | | | 0110 701A044 4.000 MILE| 290.00000 1160.00| | Broken Yellow, Class 2T, Type A, | | | Traffic Stripe | | | 0120 701C000 8.000 MILE| 320.00000 2560.00| | Broken Temporary Traffic Stripe | | | 0130 701C001 24.000 MILE| 340.00000 8160.00| | Solid Temporary Traffic Stripe | | | 0140 703A004 150.000 SQFT| 3.00000 450.00| | Traffic Control Markings, Class 2T, | | | Type A | | | 0150 703B004 137.000 SQFT| 5.00000 685.00| | Traffic Control Legends, Class 2T, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20000929058 COUNTIES : WILCOX LETTING DATE : 09/29/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 02033 | | |S. T. BUNN CONSTRUCTION CO.,| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 703D001 150.000 SQFT| 1.30000 195.00| | Temporary Traffic Control Markings | | | 0170 703E001 137.000 SQFT| 1.30000 178.10| | Temporary Traffic Control Legends | | | 0180 740B000 204.000 SQFT| 12.00000 2448.00| | Construction Signs | | | 0190 740E000 60.000 EACH| 1.00000 60.00| | Cones (36 Inches High) | | | 0200 740O000 1.000 EACH| 1200.00000 1200.00| | Pilot Car | | | 0210 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To $ $44,600.00) | | | SECTION TOTALS | $ 960,218.94| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 960,218.94| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20000929060 COUNTIES : BARBOUR LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ER-7303(2) for constructing the Drainage Structure Repair on South Randolph Avenue in Eufaula. Length 0.083 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07001 S. A. GRAHAM COMPANY, INC. $ 93,406.00 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 94,428.00 101.0941% 3 06005 FLOYD CONSTRUCTION COMPANY, INC. $ 95,511.50 102.2541% 4 01018 APAC-ALABAMA, INC. $ 115,032.55 123.1532% 5 03081 CARDWELL CORPORATION $ 135,726.25 145.3078% 6 04009 W. W. DYAR & SONS, INC. $ 138,387.00 148.1564% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20000929060 COUNTIES : BARBOUR LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 07001 |(2) 12019 |(3) 06005 |S. A. GRAHAM COMPANY, INC. |LEVERETT CONSTRUCTION COMPAN|FLOYD CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| 13200.00000 13200.00 Clearing & Grubbing (Approximately 1 | | | ACRE) | | | 0020 210A000 369.000 CYIP| 6.00000 2214.00| 3.00000 1107.00| 4.00000 1476.00 Unclassified Excavation | | | 0030 210D011 3347.000 CYIP| 6.00000 20082.00| 6.00000 20082.00| 4.50000 15061.50 Borrow Excavation (A4 or Better) | | | 0040 214A000 150.000 CUYD| 8.00000 1200.00| 4.00000 600.00| 6.00000 900.00 Structure Excavation | | | 0050 214B000 214.000 CUYD| 10.00000 2140.00| 10.00000 2140.00| 6.00000 1284.00 Foundation Backfill, Local | | | 0060 530A203 203.000 LF | 38.00000 7714.00| 45.00000 9135.00| 40.00000 8120.00 30" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0070 530A204 82.000 LF | 52.00000 4264.00| 55.00000 4510.00| 45.00000 3690.00 36" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0080 530A805 23.000 LF | 26.00000 598.00| 30.00000 690.00| 23.00000 529.00 24" Roadway Pipe (12 Gauge)(Stack Pipe) | | | (No Bedding Required) | | | 0090 600A000 LUMP| 4500.00000 4500.00| 4000.00000 4000.00| 11600.00000 11600.00 Mobilization | | | 0100 602B000 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 150.00000 150.00 Land Survey Markers | | | 0110 610C001 440.000 TON | 25.00000 11000.00| 30.00000 13200.00| 29.50000 12980.00 Loose Riprap, Class 2 | | | 0120 610D003 408.000 SQYD| 2.75000 1122.00| 3.00000 1224.00| 2.50000 1020.00 Filter Blanket, Geotextile | | | 0130 614A000 16.000 CUYD| 240.00000 3840.00| 200.00000 3200.00| 10.00000 160.00 Slope Paving | | | 0140 619A004 1.000 EACH| 550.00000 550.00| 500.00000 500.00| 600.00000 600.00 30" Roadway Pipe End Treatment, Class 1 | | | 0150 619A005 1.000 EACH| 650.00000 650.00| 4000.00000 4000.00| 1800.00000 1800.00 36" Roadway Pipe End Treatment, Class 1 | | | 0160 621A002 1.000 EACH| 2200.00000 2200.00| 3000.00000 3000.00| 1600.00000 1600.00 Junction Boxes,Type 4 or 2p | | | 0170 621A003 1.000 EACH| 2100.00000 2100.00| 2000.00000 2000.00| 1500.00000 1500.00 Junction Boxes,Type 4 Or 1P | | | 0180 621A011 3.000 EACH| 2000.00000 6000.00| 2000.00000 6000.00| 1200.00000 3600.00 Junction Boxes, Type 1 Or 1P | | | 0190 621B011 3.000 EACH| 450.00000 1350.00| 250.00000 750.00| 250.00000 750.00 Junction Box Units, Type 1 Or 1P | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20000929060 COUNTIES : BARBOUR LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 07001 |(2) 12019 |(3) 06005 |S. A. GRAHAM COMPANY, INC. |LEVERETT CONSTRUCTION COMPAN|FLOYD CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0200 650A000 180.000 CYIP| 10.00000 1800.00| 7.00000 1260.00| 8.00000 1440.00 Topsoil | | | 0210 652A061 1.000 ACRE| 1200.00000 1200.00| 1000.00000 1000.00| 800.00000 800.00 Seeding (Mix 3E) | | | 0220 654A000 13.000 SQYD| 6.00000 78.00| 10.00000 130.00| 8.00000 104.00 Solid Sodding | | | 0230 656A001 1.000 ACRE| 2000.00000 2000.00| 1000.00000 1000.00| 800.00000 800.00 Mulching, Class A, Type 2 | | | 0240 659A000 1025.000 SQYD| 4.00000 4100.00| 2.00000 2050.00| 1.80000 1845.00 Erosion Control Netting, Class A | | | 0250 665F000 78.000 EACH| 6.00000 468.00| 8.00000 624.00| 6.00000 468.00 Hay Bales | | | 0260 665I000 60.000 TON | 22.00000 1320.00| 40.00000 2400.00| 35.00000 2100.00 Temporary Riprap, Class 2 | | | 0270 665J000 620.000 LF | 6.25000 3875.00| 3.50000 2170.00| 5.00000 3100.00 Silt Fence, Type A | | | 0280 665K000 62.000 CUYD| 20.00000 1240.00| 8.00000 496.00| 12.00000 744.00 Drainage Sump Excavation | | | 0290 680A000 LUMP| 800.00000 800.00| 2000.00000 2000.00| 1500.00000 1500.00 Engineering Controls | | | 0300 740B000 80.000 SQFT| 15.00000 1200.00| 12.00000 960.00| 16.00000 1280.00 Construction Signs | | | 0310 740D000 10.000 EACH| 60.00000 600.00| 50.00000 500.00| 60.00000 600.00 Channelizing Drums | | | 0320 740E000 20.000 EACH| 20.00000 400.00| 15.00000 300.00| 25.00000 500.00 Cones (36 Inches High) | | | 0330 740M000 20.000 EACH| 5.00000 100.00| 10.00000 200.00| 10.00000 200.00 Weight For Cone | | | 0340 998A000 LUMP| 1.00000 1.00| 0.00000 0.00| 10.00000 10.00 Construction Fuel (Maximum Bid Limited | | | To $ 5,500.00) | | | SECTION TOTALS | $ 93,406.00| $ 94,428.00| $ 95,511.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 93,406.00| $ 94,428.00| $ 95,511.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 10/04/00 PAGE : 060 -4 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20000929060 COUNTIES : BARBOUR LETTING DATE : 09/29/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 01018 |(5) 03081 |(6) 04009 |APAC-ALABAMA, INC. |CARDWELL CORPORATION |W. W. DYAR & SONS, INC. LINE NO /