ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20040116001 COUNTIES : GREENE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 CONTRACT TIME : 11/01/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-I059(321) for constructing the Pavement Rehabilitation on I-59/I-20 from the Tombigbee River bridge to MP 32.380 near Lizzieville. Length 5.090 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 5,296,970.59 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040116001 COUNTIES : GREENE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 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 206C014 185.000 SQYD| 221.00000 40885.00| | Removing Bridge End Slab (Partial) | | | 0020 206D001 4963.000 LF | 1.50000 7444.50| | Removing Guardrail | | | 0030 210D021 6822.000 CUYD| 9.17000 62557.74| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 305B060 183.000 TON | 24.15000 4419.45| | Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0050 327E000 6553.000 TON | 44.30000 290297.90| | Permeable Asphalt Treated Base | | | 0060 401A000 16733.000 SQYD| 0.65000 10876.45| | Bituminous Treatment A | | | 0070 401B108 32763.000 SQYD| 3.00000 98289.00| | Bituminous Treatment G (With Polymer | | | Additive) | | | 0080 405A000 27907.000 GAL | 1.25000 34883.75| | Tack Coat | | | 0090 408A052 48993.000 SQYD| 0.74000 36254.82| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0100 408A053 48993.000 SQYD| 1.42000 69570.06| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0110 408A059 16733.000 SQYD| 4.98000 83330.34| | Planing Existing Pavement(Approximately | | | 8.10"Thru 9.0"Thick) | | | 0120 408A061 28083.000 SQYD| 4.98000 139853.34| | Planing Existing Pavement(Approximately | | | 11.1" Thru 12.0") | | | 0130 410C000 1.000 EACH| 4000.00000 4000.00| | Contractor Retained Profilograph | | | 0140 410H000 1.000 EACH| 75000.00000 75000.00| | Material Remixing Device | | | 0150 420A011 6146.000 TON | 64.41000 395863.86| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040116001 COUNTIES : GREENE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 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 423A003 9193.000 TON | 53.80000 494583.40| | Stone Matrix Asphalt Wearing Layer, | | | 1/2" Maximum Aggregate Size | | | 0170 423B001 12297.000 TON | 51.56000 634033.32| | Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0180 423B002 4042.000 TON | 53.18000 214953.56| | Stone Matrix Binder Wearing, 3/4" | | | Maximum Aggregate Size | | | 0190 424A360 3382.000 TON | 45.99000 155538.18| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424B581 10157.000 TON | 44.71000 454119.47| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0210 424B585 1500.000 TON | 75.00000 112500.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424B588 2691.000 TON | 50.00000 134550.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 3/4" Maximum | | | Size Mix, Esal E | | | 0230 424B589 500.000 TON | 50.00000 25000.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B651 1808.000 TON | 42.77000 77328.16| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 424B681 3737.000 TON | 55.87000 208786.19| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0260 424B686 520.000 TON | 75.00000 39000.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040116001 COUNTIES : GREENE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 424B688 543.000 TON | 55.00000 29865.00| | Superpave Bituminous Concrete Low | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 428C000 94551.000 LF | 0.10000 9455.10| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0290 600A000 LUMP| 470000.00000 470000.00| | Mobilization | | | 0300 601A000 1.000 EACH| 5000.00000 5000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0310 605A002 21062.000 LF | 6.00000 126372.00| | Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0320 605B000 84.000 EACH| 300.00000 25200.00| | Special Underdrain Outlet, Type A | | | 0330 630A001 3350.000 LF | 11.00000 36850.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0340 630C001 4.000 EACH| 600.00000 2400.00| | Guardrail End Anchor, Type 8 | | | 0350 630C003 47.000 EACH| 1050.00000 49350.00| | Guardrail End Anchor, Type 13 | | | 0360 630C055 4.000 EACH| 750.00000 3000.00| | Guardrail End Anchor, Type 2A (Retrofit | | | 0370 630C070 55.000 EACH| 1100.00000 60500.00| | Guardrail End Anchor, Type 10 Series | | | 0380 631C001 4188.000 LF | 5.00000 20940.00| | Steel Beam Guardrail Class A, Type 2 | | | Reset | | | 0390 650A000 550.000 CUYD| 12.00000 6600.00| | Topsoil | | | 0400 651B000 2.000 TON | 100.00000 200.00| | Agricultural Limestone | | | 0410 654A001 2473.000 SQYD| 3.50000 8655.50| | Solid Sodding (Bermuda) | | | 0420 658A002 1.000 ACRE| 1500.00000 1500.00| | Hydro-Seeding & Mulching (Mix 2E) | | | 0430 659A010 1000.000 SQYD| 2.50000 2500.00| | Erosion Control Netting, Class A (Jute | | | Netting) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040116001 COUNTIES : GREENE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 665F000 250.000 EACH| 5.00000 1250.00| | Hay Bales | | | 0450 665I000 184.000 TON | 35.00000 6440.00| | Temporary Riprap, Class 2 | | | 0460 665J000 10200.000 LF | 4.50000 45900.00| | Silt Fence, Type A | | | 0470 665K000 920.000 CUYD| 14.00000 12880.00| | Drainage Sump Excavation | | | 0480 680A000 LUMP| 96000.00000 96000.00| | Engineering Controls | | | 0490 701A028 10.000 MILE| 1750.00000 17500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0500 701A032 10.000 MILE| 1750.00000 17500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0510 701A041 10.000 MILE| 1120.00000 11200.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0520 701A061 2.000 MILE| 1120.00000 2240.00| | Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0530 701A065 2.000 MILE| 16125.00000 32250.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0540 701A073 2.000 MILE| 16850.00000 33700.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0550 701C000 28.000 MILE| 390.00000 10920.00| | Broken Temporary Traffic Stripe | | | 0560 701C001 61.000 MILE| 490.00000 29890.00| | Solid Temporary Traffic Stripe | | | 0570 701C006 6.000 MILE| 6800.00000 40800.00| | Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 0580 701C009 1.000 MILE| 3200.00000 3200.00| | Broken Temporary Traffic | | | Stripe(Removable Tape) | | | 0590 701D007 6.000 MILE| 1650.00000 9900.00| | Solid Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040116001 COUNTIES : GREENE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( ) |( ) |S. T. BUNN CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 701D008 5.000 MILE| 1750.00000 8750.00| | Solid Traffic Stripe Removed (Plastic) | | | 0610 701D009 4.000 MILE| 1000.00000 4000.00| | Solid Traffic Stripe Removed (Tape) | | | 0620 701D015 2.000 MILE| 1500.00000 3000.00| | Broken Traffic Stripe Removed (Plastic) | | | 0630 701D016 1.000 MILE| 1000.00000 1000.00| | Broken Traffic Stripe Removed (Tape) | | | 0640 705A011 2394.000 EACH| 5.75000 13765.50| | Pavement Markers, Class C, Type 1-A | | | 0650 705A012 4721.000 EACH| 5.75000 27145.75| | Pavement Markers, Class C, Type 1-B | | | 0660 705A031 715.000 EACH| 5.75000 4111.25| | Pavement Markers, Class A-H, Type 1-A | | | 0670 731A010 1.000 EACH| 11000.00000 11000.00| | Traffic Counting Units, Type K | | | 0680 740B000 1756.000 SQFT| 12.00000 21072.00| | Construction Signs | | | 0690 740D000 555.000 EACH| 50.00000 27750.00| | Channelizing Drums | | | 0700 740F002 4.000 EACH| 300.00000 1200.00| | Barricades, Type III | | | 0710 740I005 6.000 EACH| 500.00000 3000.00| | Warning Lights, Type B (Detachable Head | | | 0720 740L004 108.000 EACH| 75.00000 8100.00| | Vertical Panel Type II, Single-Sided | | | 0730 741C010 2.000 EACH| 4000.00000 8000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0740 742A001 2.000 EACH| 10000.00000 20000.00| | Portable Changeable Message Sign, Type | | | 0750 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,296,970.59| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,296,970.59| $ | $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20040116003 COUNTIES : MACON LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 CONTRACT TIME : 400 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : BRF-0008(515) for constructing the Bridge Replacements (5) and Approaches BRF-0008(516) on S.R.#8 (U.S.#80) at sites as indicated on the plans. BRF-0008(517) Length 1.854 mi. OTHERS -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 6,305,914.61 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 6,495,553.83 103.0073% 3 19007 SCOTT BRIDGE COMPANY, INC. $ 6,893,263.32 109.3143% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040116003 COUNTIES : MACON LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 19007 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 75000.00000 75000.00| 75000.00000 75000.00| 75000.00000 75000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 25 Acres) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 64000.00000 64000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 558+52.4 | | | 0030 206A001 LUMP| 20000.00000 20000.00| 12700.00000 12700.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 567+63.8 | | | 0040 206A002 LUMP| 20000.00000 20000.00| 15800.00000 15800.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 575+95.6 | | | 0050 206A003 LUMP| 25000.00000 25000.00| 15800.00000 15800.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 680+16.0 | | | 0060 206A004 LUMP| 30000.00000 30000.00| 22100.00000 22100.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 755+43.0 | | | 0070 206D001 1034.000 LF | 3.00000 3102.00| 2.00000 2068.00| 0.50000 517.00 Removing Guardrail | | | 0080 206E008 40.000 EACH| 30.00000 1200.00| 50.00000 2000.00| 100.00000 4000.00 Removing Guardrail End Anchor (All Type | | | 0090 210A000 31834.000 CUYD| 4.21000 134021.14| 3.00000 95502.00| 3.00000 95502.00 Unclassified Excavation | | | 0100 210C000 20931.000 CUYD| 5.26000 110097.06| 4.85000 101515.35| 4.85000 101515.35 Muck Excavation | | | 0110 210D000 201295.000 CUYD| 4.74000 954138.30| 4.55000 915892.25| 4.55000 915892.25 Borrow Excavation | | | 0120 210D025 12845.000 CUYD| 5.79000 74372.55| 4.75000 61013.75| 4.75000 61013.75 Borrow Excavation(Improved Roadbed) | | | 0130 210E000 7251.000 CUYD| 6.00000 43506.00| 4.75000 34442.25| 4.75000 34442.25 Borrow Excavation (Underwater Backfill) | | | 0140 214A000 125.000 CUYD| 10.00000 1250.00| 8.00000 1000.00| 10.00000 1250.00 Structure Excavation | | | 0150 214B001 76.000 CUYD| 36.00000 2736.00| 32.00000 2432.00| 30.00000 2280.00 Foundation Backfill, Commercial | | | 0160 215A000 1150.000 CUYD| 10.00000 11500.00| 10.00000 11500.00| 30.00000 34500.00 Unclassified Bridge Excavation | | | 0180 215B001 LUMP| 35000.00000 35000.00| 70000.00000 70000.00| 70000.00000 70000.00 Cofferdams Or Sheeting And Shoring, | | | Station 558+87 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040116003 COUNTIES : MACON LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 19007 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 230A000 90.000 RBST| 225.00000 20250.00| 300.00000 27000.00| 300.00000 27000.00 Roadbed Processing | | | 0200 301A012 35934.000 SQYD| 5.20000 186856.80| 4.20000 150922.80| 4.20000 150922.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0210 401A000 35934.000 SQYD| 0.50000 17967.00| 0.43000 15451.62| 0.50000 17967.00 Bituminous Treatment A | | | 0220 405A000 1718.000 GAL | 3.00000 5154.00| 1.25000 2147.50| 3.00000 5154.00 Tack Coat | | | 0230 424A360 4522.000 TON | 41.39000 187165.58| 33.60000 151939.20| 41.39000 187165.58 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0240 424A367 102.000 TON | 50.00000 5100.00| 46.27000 4719.54| 50.00000 5100.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B652 7825.000 TON | 35.13000 274892.25| 37.24000 291403.00| 35.13000 274892.25 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0260 424B656 160.000 TON | 80.00000 12800.00| 115.00000 18400.00| 80.00000 12800.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0270 424B660 1892.000 TON | 36.13000 68357.96| 37.98000 71858.16| 36.13000 68357.96 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B682 743.000 TON | 34.90000 25930.70| 42.40000 31503.20| 34.90000 25930.70 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 428B000 40579.000 LF | 0.05000 2028.95| 0.03000 1217.37| 0.05000 2028.95 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0300 430B000 1000.000 TON | 18.00000 18000.00| 17.00000 17000.00| 17.00000 17000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0310 430B040 2490.000 TON | 15.50000 38595.00| 17.00000 42330.00| 17.00000 42330.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040116003 COUNTIES : MACON LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 19007 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 450B000 535.000 SQYD| 100.00000 53500.00| 90.00000 48150.00| 75.00000 40125.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0330 502A000 157007.000 LB | 0.70000 109904.90| 0.65000 102054.55| 0.66000 103624.62 Steel Reinforcement | | | 0340 502B000 LUMP| 75000.00000 75000.00| 82940.00000 82940.00| 85000.00000 85000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 558+87, Approx. | | | 127600 lbs. | | | 0350 502B001 LUMP| 28000.00000 28000.00| 25220.00000 25220.00| 27000.00000 27000.00 Steel Reinforcement For Bridge | | | Superstructure , Station 567+50 Approx. | | | 38800 lbs. | | | 0360 502B002 LUMP| 28000.00000 28000.00| 25220.00000 25220.00| 27000.00000 27000.00 Steel Reinforcement For Bridge | | | Superstructure , Station 575+90 Approx. | | | 38800 lbs. | | | 0370 502B003 LUMP| 38000.00000 38000.00| 36525.00000 36525.00| 39000.00000 39000.00 Steel Reinforcement For Bridge | | | Superstructure Station 680+55.00, | | | Approx. 56190 lbs. | | | 0380 502B004 LUMP| 42000.00000 42000.00| 42910.00000 42910.00| 46000.00000 46000.00 Steel Reinforcement For Bridge | | | Superstructure Station 756+02, Approx. | | | 66010 Lbs. | | | 0390 503A000 180.000 CUYD| 85.00000 15300.00| 110.00000 19800.00| 130.00000 23400.00 Seal Concrete | | | 0400 503B000 LUMP| 35000.00000 35000.00| 50000.00000 50000.00| 35000.00000 35000.00 Cofferdam And Pumping, Pier No. 3 | | | 0410 503B001 LUMP| 35000.00000 35000.00| 50000.00000 50000.00| 35000.00000 35000.00 Cofferdam And Pumping, Pier No. 4 | | | 0420 505A002 6.000 EACH| 2500.00000 15000.00| 2000.00000 12000.00| 1750.00000 10500.00 Steel Test Piles (HP 12x53) | | | 0430 505A005 4.000 EACH| 2000.00000 8000.00| 2000.00000 8000.00| 2000.00000 8000.00 Steel Test Piles (HP 14x89) | | | 0440 505B057 6.000 EACH| 1000.00000 6000.00| 2000.00000 12000.00| 3000.00000 18000.00 Static Loading Tests (HP 12x53) | | | 0450 505B060 4.000 EACH| 1500.00000 6000.00| 2000.00000 8000.00| 3000.00000 12000.00 Static Loading Tests (HP 14x89) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040116003 COUNTIES : MACON LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 19007 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 505B087 6.000 EACH| 500.00000 3000.00| 500.00000 3000.00| 3000.00000 18000.00 Dynamic Loading Tests (HP 12x53) | | | 0470 505B090 4.000 EACH| 500.00000 2000.00| 500.00000 2000.00| 3000.00000 12000.00 Dynamic Loading Tests (HP 14x89) | | | 0480 505M002 6293.000 LF | 25.00000 157325.00| 22.00000 138446.00| 36.50000 229694.50 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0490 505M005 2659.000 LF | 35.00000 93065.00| 35.00000 93065.00| 51.00000 135609.00 Steel Piling Furnished And Driven(HP | | | 14x89) | | | 0500 508A000 47093.000 LB | 3.50000 164825.50| 2.50000 117732.50| 3.25000 153052.25 Structural Steel | | | 0510 510A000 953.000 CUYD| 450.00000 428850.00| 600.00000 571800.00| 600.00000 571800.00 Bridge Substructure Concrete, Class A | | | 0520 510C051 LUMP| 280000.00000 280000.00| 362700.00000 362700.00| 320000.00000 320000.00 Bridge Concrete Superstructure, 558+87. | | | 0 Approx. 558 cu. yds. | | | 0530 510C052 LUMP| 81000.00000 81000.00| 105950.00000 105950.00| 115000.00000 115000.00 Bridge Concrete Superstructure, , | | | Station 567+50.0 Approx. 163 cu. yds. | | | 0540 510C053 LUMP| 81000.00000 81000.00| 105950.00000 105950.00| 115000.00000 115000.00 Bridge Concrete Superstructure, , | | | Station 575+90.0 Approx. 163 cu. yds. | | | 0550 510C054 LUMP| 115000.00000 115000.00| 144300.00000 144300.00| 150000.00000 150000.00 Bridge Concrete Superstructure, Station | | | 680+55.00, Approx. 222 Cu. Yds. | | | 0560 510C055 LUMP| 145000.00000 145000.00| 177450.00000 177450.00| 155000.00000 155000.00 Bridge Concrete Superstructure, Station | | | 756+02, Approx. 273 Cu. Yds. | | | 0570 510E000 4541.000 SQYD| 3.50000 15893.50| 1.63000 7401.83| 1.71000 7765.11 Grooving Concrete Bridge Decks | | | 0580 511A050 210.000 EACH| 100.00000 21000.00| 100.00000 21000.00| 105.00000 22050.00 Elastomeric Bearing Type 2(Mark B1) | | | 0590 511A052 70.000 EACH| 110.00000 7700.00| 100.00000 7000.00| 130.00000 9100.00 Elastomeric Bearing Type 2(Mark B3) | | | 0600 513B003 4106.000 LF | 56.00000 229936.00| 45.00000 184770.00| 67.00000 275102.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0610 513B005 2941.000 LF | 82.00000 241162.00| 85.00000 249985.00| 115.00000 338215.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040116003 COUNTIES : MACON LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 19007 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0620 530A001 20.000 LF | 50.00000 1000.00| 28.00000 560.00| 75.00000 1500.00 18" Roadway Pipe (Class 3 R.C.) | | | 0630 530A002 234.000 LF | 28.00000 6552.00| 32.00000 7488.00| 25.00000 5850.00 24" Roadway Pipe (Class 3 R.C.) | | | 0640 530A102 11.000 LF | 65.00000 715.00| 35.00000 385.00| 100.00000 1100.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0650 535A001 52.000 LF | 22.00000 1144.00| 28.00000 1456.00| 1.00000 52.00 18" Side Drain Pipe | | | 0660 535A078 112.000 LF | 22.00000 2464.00| 25.00000 2800.00| 18.00000 2016.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0670 600A000 LUMP| 367500.00000 367500.00| 448317.26000 448317.26| 525000.00000 525000.00 Mobilization | | | 0680 601A000 1.000 EACH| 7500.00000 7500.00| 7500.00000 7500.00| 4000.00000 4000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0690 602A000 25.000 EACH| 100.00000 2500.00| 100.00000 2500.00| 100.00000 2500.00 Right Of Way Markers | | | 0700 606A000 1000.000 LF | 8.00000 8000.00| 10.00000 10000.00| 16.00000 16000.00 6" Underdrain Pipe | | | 0710 608A000 3351.000 SQYD| 2.50000 8377.50| 2.00000 6702.00| 1.50000 5026.50 Separation Geotextile | | | 0720 610C001 6178.000 TON | 18.50000 114293.00| 21.00000 129738.00| 21.00000 129738.00 Loose Riprap, Class 2 | | | 0730 610D000 6874.000 SQYD| 2.50000 17185.00| 1.50000 10311.00| 1.50000 10311.00 Filter Blanket | | | 0740 614A000 78.000 CUYD| 300.00000 23400.00| 195.00000 15210.00| 195.00000 15210.00 Slope Paving | | | 0750 619A002 3.000 EACH| 525.00000 1575.00| 550.00000 1650.00| 350.00000 1050.00 18" Roadway Pipe End Treatment, Class 1 | | | 0760 619A003 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 500.00000 2000.00 24" Roadway Pipe End Treatment, Class 1 | | | 0770 619A100 6.000 EACH| 475.00000 2850.00| 450.00000 2700.00| 300.00000 1800.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0780 619A101 4.000 EACH| 500.00000 2000.00| 650.00000 2600.00| 500.00000 2000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0790 620A000 2.000 CUYD| 500.00000 1000.00| 750.00000 1500.00| 1000.00000 2000.00 Minor Structure Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040116003 COUNTIES : MACON LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 19007 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0800 621A000 3.000 EACH| 2700.00000 8100.00| 2500.00000 7500.00| 1800.00000 5400.00 Junction Boxes, Type 1, 1P Or 5 | | | 0810 621C020 4.000 EACH| 1700.00000 6800.00| 1800.00000 7200.00| 3000.00000 12000.00 Inlets, Type Y | | | 0820 621C027 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 3000.00000 3000.00 Inlets, Type C | | | 0830 630A001 1748.000 LF | 13.50000 23598.00| 13.00000 22724.00| 12.00000 20976.00 Steel Beam Guardrail, Class A, Type 2 | | | 0840 630C003 20.000 EACH| 1150.00000 23000.00| 1100.00000 22000.00| 1000.00000 20000.00 Guardrail End Anchor, Type 13 | | | 0850 630C070 20.000 EACH| 1350.00000 27000.00| 1300.00000 26000.00| 1300.00000 26000.00 Guardrail End Anchor, Type 10 Series | | | 0860 637A000 243.000 LF | 10.00000 2430.00| 5.00000 1215.00| 5.00000 1215.00 Fence Reset | | | 0870 641A746 1530.000 LF | 25.00000 38250.00| 25.30000 38709.00| 27.30000 41769.00 6 Inch P.V.C. Water Main Laid | | | 0880 641A902 1270.000 LF | 60.00000 76200.00| 61.20000 77724.00| 61.20000 77724.00 6 Inch D.I. Water Main Laid (Flex-Joint | | | 0890 650A000 6656.000 CUYD| 5.00000 33280.00| 5.00000 33280.00| 5.00000 33280.00 Topsoil | | | 0900 650B000 7121.000 CUYD| 4.00000 28484.00| 4.50000 32044.50| 4.50000 32044.50 Topsoil From Stockpiles | | | 0910 652A061 21.000 ACRE| 475.00000 9975.00| 345.00000 7245.00| 500.00000 10500.00 Seeding (Mix 3E) | | | 0920 654A001 2092.000 SQYD| 2.90000 6066.80| 2.75000 5753.00| 4.00000 8368.00 Solid Sodding (Bermuda) | | | 0930 656A000 21.000 ACRE| 445.00000 9345.00| 340.00000 7140.00| 450.00000 9450.00 Mulching, Class A, Type 1 | | | 0940 659A001 19064.000 SQYD| 1.58000 30121.12| 0.55000 10485.20| 1.50000 28596.00 Erosion Control Netting, Class B | | | 0950 665A000 21.000 ACRE| 290.00000 6090.00| 300.00000 6300.00| 300.00000 6300.00 Temporary Seeding | | | 0960 665B000 21.000 ACRE| 390.00000 8190.00| 330.00000 6930.00| 400.00000 8400.00 Temporary Mulching | | | 0970 665F000 564.000 EACH| 4.75000 2679.00| 7.00000 3948.00| 7.00000 3948.00 Hay Bales | | | 0980 665I000 2658.000 TON | 20.00000 53160.00| 27.00000 71766.00| 27.00000 71766.00 Temporary Riprap, Class 2 | | | 0990 665J000 22308.000 LF | 2.75000 61347.00| 2.85000 63577.80| 2.85000 63577.80 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040116003 COUNTIES : MACON LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 19007 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 665L000 150.000 LF | 25.00000 3750.00| 10.00000 1500.00| 15.00000 2250.00 Floating Basin Boom | | | 1010 666A001 21.000 ACRE| 100.00000 2100.00| 8.00000 168.00| 35.00000 735.00 Pest Control Treatment | | | 1020 680A000 LUMP| 70000.00000 70000.00| 60000.00000 60000.00| 50000.00000 50000.00 Engineering Controls | | | 1030 701A028 7.000 MILE| 1500.00000 10500.00| 1450.00000 10150.00| 1450.00000 10150.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1040 701A046 6.000 MILE| 1000.00000 6000.00| 960.00000 5760.00| 960.00000 5760.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1050 701A048 6.000 MILE| 1650.00000 9900.00| 1580.00000 9480.00| 1580.00000 9480.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1060 701C000 7.000 MILE| 500.00000 3500.00| 450.00000 3150.00| 450.00000 3150.00 Broken Temporary Traffic Stripe | | | 1070 701C001 7.000 MILE| 650.00000 4550.00| 550.00000 3850.00| 550.00000 3850.00 Solid Temporary Traffic Stripe | | | 1080 701D007 4.000 MILE| 1700.00000 6800.00| 1600.00000 6400.00| 1600.00000 6400.00 Solid Traffic Stripe Removed (Paint) | | | 1090 701D008 4.000 MILE| 1800.00000 7200.00| 1750.00000 7000.00| 1750.00000 7000.00 Solid Traffic Stripe Removed (Plastic) | | | 1100 701G125 1960.000 LF | 4.00000 7840.00| 3.65000 7154.00| 3.65000 7154.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1110 701G129 800.000 LF | 2.00000 1600.00| 1.69000 1352.00| 1.69000 1352.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1120 701G133 1040.000 LF | 4.25000 4420.00| 3.98000 4139.20| 3.98000 4139.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1130 705A032 43.000 EACH| 6.00000 258.00| 5.00000 215.00| 5.00000 215.00 Pavement Markers, Class A-H, Type 1-B | | | 1140 705A037 271.000 EACH| 6.00000 1626.00| 5.00000 1355.00| 5.00000 1355.00 Pavement Markers, Class A-H, Type 2-D | | | 1150 726A000 2388.000 LF | 32.00000 76416.00| 32.00000 76416.00| 25.00000 59700.00 Portable Concrete Safety Barriers, Type | | | 6 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20040116003 COUNTIES : MACON LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 13021 |( 3 ) 19007 |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION |SCOTT BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 740B000 1222.000 SQFT| 10.00000 12220.00| 7.00000 8554.00| 8.00000 9776.00 Construction Signs | | | 1170 740D000 156.000 EACH| 60.00000 9360.00| 60.00000 9360.00| 56.00000 8736.00 Channelizing Drums | | | 1180 740E000 192.000 EACH| 9.00000 1728.00| 12.00000 2304.00| 164.00000 31488.00 Cones (36 Inches High) | | | 1190 740F002 24.000 EACH| 180.00000 4320.00| 150.00000 3600.00| 600.00000 14400.00 Barricades, Type III | | | 1200 740I005 18.000 EACH| 400.00000 7200.00| 450.00000 8100.00| 300.00000 5400.00 Warning Lights, Type B (Detachable Head | | | 1210 740L005 156.000 EACH| 125.00000 19500.00| 60.00000 9360.00| 63.50000 9906.00 Vertical Panel, Type I (Double-Sided) | | | 1220 740M001 192.000 EACH| 1.00000 192.00| 10.00000 1920.00| 10.00000 1920.00 Ballast For Cone | | | 1230 999 000 3600.000 HOUR| 0.80000 2880.00| 0.80000 2880.00| 0.80000 2880.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,305,914.61| $ 6,495,553.83| $ 6,893,263.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,305,914.61| $ 6,495,553.83| $ 6,893,263.32 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20040116010 COUNTIES : BALDWIN LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 CONTRACT TIME : 75 Calendar Days CONTRACT DESCRIPTION : MOBILE PROJECT(S) : STPSA-0003(509) for constructing the Superelevation Correction on U.S.#31 at STPSA-0003(510) C.R.#47 Southeast of Perdido and the Acceleration Lane on U.S.#31 (SBR) at S.R.#225 in Spanish Fort. Length 0.445 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 176,945.21 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 217,344.65 122.8316% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040116010 COUNTIES : BALDWIN LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 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 210A000 174.000 CUYD| 12.07000 2100.18| 40.00000 6960.00| Unclassified Excavation | | | 0020 210D022 100.000 CUYD| 20.00000 2000.00| 40.00000 4000.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0030 230A000 5.000 RBST| 386.41000 1932.05| 475.00000 2375.00| Roadbed Processing | | | 0040 301A012 520.000 SQYD| 11.81000 6141.20| 14.00000 7280.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0050 401A000 520.000 SQYD| 0.80000 416.00| 0.60000 312.00| Bituminous Treatment A | | | 0060 405A000 827.000 GAL | 1.17000 967.59| 1.00000 827.00| Tack Coat | | | 0070 424A360 714.000 TON | 42.64000 30444.96| 47.50000 33915.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B651 65.000 TON | 98.51000 6403.15| 75.00000 4875.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B659 1225.000 TON | 40.00000 49000.00| 41.50000 50837.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B681 78.000 TON | 86.85000 6774.30| 75.00000 5850.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0110 430B040 50.000 TON | 29.01000 1450.50| 25.00000 1250.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0120 600A000 LUMP| 8213.96000 8213.96| 24000.00000 24000.00| Mobilization | | | 0130 650A000 884.000 CUYD| 10.27000 9078.68| 13.00000 11492.00| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040116010 COUNTIES : BALDWIN LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 652A061 3.000 ACRE| 599.18000 1797.54| 1200.00000 3600.00| Seeding (Mix 3E) | | | 0150 656A000 3.000 ACRE| 599.18000 1797.54| 1200.00000 3600.00| Mulching, Class A, Type 1 | | | 0160 665F000 545.000 EACH| 5.22000 2844.90| 8.00000 4360.00| Hay Bales | | | 0170 665G000 100.000 EACH| 6.86000 686.00| 5.00000 500.00| Sand Bags | | | 0180 665J000 1195.000 LF | 3.24000 3871.80| 4.00000 4780.00| Silt Fence, Type A | | | 0190 680A000 LUMP| 2052.98000 2052.98| 12000.00000 12000.00| Engineering Controls | | | 0200 701A028 1.000 MILE| 1899.41000 1899.41| 2400.00000 2400.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0210 701A046 1.000 MILE| 1348.16000 1348.16| 1200.00000 1200.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 1.000 MILE| 2187.02000 2187.02| 2400.00000 2400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701B009 582.000 LF | 1.32000 768.24| 1.20000 698.40| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0240 701C000 1.000 MILE| 569.22000 569.22| 600.00000 600.00| Broken Temporary Traffic Stripe | | | 0250 701C001 3.000 MILE| 653.11000 1959.33| 600.00000 1800.00| Solid Temporary Traffic Stripe | | | 0260 701E000 500.000 LF | 1.08000 540.00| 0.60000 300.00| Solid Temporary Traffic Stripe | | | 0270 701E010 190.000 LF | 0.90000 171.00| 0.60000 114.00| Broken Temporary Traffic Stripe | | | 0280 701G041 190.000 LF | 1.32000 250.80| 1.20000 228.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0290 701G050 520.000 LF | 1.50000 780.00| 1.20000 624.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0300 703A002 1110.000 SQFT| 2.82000 3130.20| 3.00000 3330.00| Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 010 -4 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040116010 COUNTIES : BALDWIN LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 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 703B002 45.000 SQFT| 3.30000 148.50| 4.25000 191.25| Traffic Control Legends, Class 2, Type | | | 0320 703D001 210.000 SQFT| 3.48000 730.80| 1.80000 378.00| Temporary Traffic Control Markings | | | 0330 705A030 19.000 EACH| 5.69000 108.11| 6.00000 114.00| Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 148.000 EACH| 5.69000 842.12| 6.00000 888.00| Pavement Markers, Class A-H, Type 1-A | | | 0350 705A032 224.000 EACH| 5.69000 1274.56| 6.00000 1344.00| Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 36.000 EACH| 5.69000 204.84| 6.00000 216.00| Pavement Markers, Class A-H, Type 2-D | | | 0370 705A038 182.000 EACH| 5.69000 1035.58| 6.00000 1092.00| Pavement Markers, Class A-H, Type 2-E | | | 0380 740B000 1033.000 SQFT| 10.79000 11146.07| 9.50000 9813.50| Construction Signs | | | 0390 740D000 150.000 EACH| 53.93000 8089.50| 25.00000 3750.00| Channelizing Drums | | | 0400 740E000 25.000 EACH| 11.86000 296.50| 1.00000 25.00| Cones (36 Inches High) | | | 0410 740M001 25.000 EACH| 5.99000 149.75| 1.00000 25.00| Ballast For Cone | | | 0420 741C010 1.000 EACH| 1342.17000 1342.17| 3000.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 176,945.21| $ 217,344.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 176,945.21| $ 217,344.65| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 011 -1 VENDOR RANKING CALL ORDER : 011 CONTRACT ID : 20040116011 COUNTIES : ESCAMBIA LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-0021(507) for constructing the Turn Lane, Planing, Resurfacing, and 99-309-273-021-409 Traffic Stripe on S.R#21 from M.P. 4.695 at Pleasant Hill to the Atmore State Technical College. Length 3.823 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 1,056,812.38 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,088,814.62 103.0282% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 1,197,218.65 113.2858% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 011 -2 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040116011 COUNTIES : ESCAMBIA LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01087 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, 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 206C002 57.000 SQYD| 5.97000 340.29| 5.00000 285.00| 12.50000 712.50 Removing Concrete Slope Paving | | | 0020 206E001 1.000 EACH| 370.27000 370.27| 200.00000 200.00| 400.00000 400.00 Removing Inlets | | | 0030 206E002 1.000 EACH| 370.27000 370.27| 200.00000 200.00| 400.00000 400.00 Removing Junction Boxes | | | 0040 210A000 1746.000 CUYD| 7.00000 12222.00| 5.00000 8730.00| 8.25000 14404.50 Unclassified Excavation | | | 0050 210D022 476.000 CUYD| 9.00000 4284.00| 9.75000 4641.00| 8.25000 3927.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0060 214A000 16.000 CUYD| 11.63000 186.08| 3.00000 48.00| 13.00000 208.00 Structure Excavation | | | 0070 214B000 6.000 CUYD| 28.25000 169.50| 10.00000 60.00| 50.00000 300.00 Foundation Backfill, Local | | | 0080 230A000 12.000 RBST| 237.13000 2845.56| 540.00000 6480.00| 313.00000 3756.00 Roadbed Processing | | | 0090 301A012 1754.000 SQYD| 8.64000 15154.56| 14.30000 25082.20| 10.95000 19206.30 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 1635.000 SQYD| 0.38000 621.30| 0.75000 1226.25| 0.50000 817.50 Bituminous Treatment A | | | 0110 405A000 7349.000 GAL | 1.16000 8524.84| 1.65000 12125.85| 1.00000 7349.00 Tack Coat | | | 0120 408A054 27857.000 SQYD| 1.01000 28135.57| 0.77000 21449.89| 0.55000 15321.35 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0130 424A360 7880.000 TON | 32.32000 254681.60| 35.00000 275800.00| 37.45000 295106.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A363 100.000 TON | 53.00000 5300.00| 60.00000 6000.00| 50.00000 5000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424A366 150.000 TON | 49.66000 7449.00| 51.00000 7650.00| 40.25000 6037.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 011 -3 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040116011 COUNTIES : ESCAMBIA LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01087 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B650 13098.000 TON | 32.05000 419790.90| 33.40000 437473.20| 34.45000 451226.10 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 424B651 208.000 TON | 48.28000 10042.24| 56.00000 11648.00| 50.00000 10400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0180 424B681 479.000 TON | 36.76000 17608.04| 56.00000 26824.00| 50.00000 23950.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 430B040 50.000 TON | 28.00000 1400.00| 31.00000 1550.00| 21.23000 1061.50 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0200 530A103 17.000 LF | 61.41000 1043.97| 48.20000 819.40| 95.00000 1615.00 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0210 600A000 LUMP| 54120.00000 54120.00| 26355.00000 26355.00| 117000.00000 117000.00 Mobilization | | | 0220 610C001 50.000 TON | 33.01000 1650.50| 35.00000 1750.00| 45.00000 2250.00 Loose Riprap, Class 2 | | | 0230 610D003 39.000 SQYD| 8.40000 327.60| 3.00000 117.00| 6.00000 234.00 Filter Blanket, Geotextile | | | 0240 619A004 1.000 EACH| 505.31000 505.31| 500.00000 500.00| 600.00000 600.00 30" Roadway Pipe End Treatment, Class 1 | | | 0250 620A000 1.000 CUYD| 638.28000 638.28| 600.00000 600.00| 1200.00000 1200.00 Minor Structure Concrete | | | 0260 621C027 1.000 EACH| 1914.84000 1914.84| 2000.00000 2000.00| 2900.00000 2900.00 Inlets, Type C | | | 0270 621D002 1.000 EACH| 319.14000 319.14| 300.00000 300.00| 100.00000 100.00 Inlet Units, Type C | | | 0280 630A001 215.000 LF | 11.17000 2401.55| 10.50000 2257.50| 10.50000 2257.50 Steel Beam Guardrail, Class A, Type 2 | | | 0290 630C050 2.000 EACH| 1595.70000 3191.40| 1500.00000 3000.00| 1500.00000 3000.00 Guardrail End Anchor, Type 20 Series | | | 0300 650A000 6800.000 CUYD| 8.01000 54468.00| 8.00000 54400.00| 7.40000 50320.00 Topsoil | | | 0310 650B000 717.000 CUYD| 6.25000 4481.25| 5.50000 3943.50| 4.50000 3226.50 Topsoil From Stockpiles | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 011 -4 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040116011 COUNTIES : ESCAMBIA LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01087 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 652A061 15.000 ACRE| 494.67000 7420.05| 425.00000 6375.00| 465.00000 6975.00 Seeding (Mix 3E) | | | 0330 654A000 15.000 SQYD| 8.51000 127.65| 3.00000 45.00| 8.00000 120.00 Solid Sodding | | | 0340 656A000 16.000 ACRE| 452.12000 7233.92| 400.00000 6400.00| 425.00000 6800.00 Mulching, Class A, Type 1 | | | 0350 665F000 987.000 EACH| 1.00000 987.00| 7.00000 6909.00| 6.50000 6415.50 Hay Bales | | | 0360 665G000 50.000 EACH| 4.14000 207.00| 2.00000 100.00| 5.00000 250.00 Sand Bags | | | 0370 665J000 2893.000 LF | 3.56000 10299.08| 3.25000 9402.25| 4.00000 11572.00 Silt Fence, Type A | | | 0380 680A000 LUMP| 4750.74000 4750.74| 500.00000 500.00| 14500.00000 14500.00 Engineering Controls | | | 0390 701A028 9.000 MILE| 1436.13000 12925.17| 1350.00000 12150.00| 1365.00000 12285.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0400 701A032 1.000 MILE| 1436.13000 1436.13| 1350.00000 1350.00| 1365.00000 1365.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0410 701A041 8.000 MILE| 999.97000 7999.76| 940.00000 7520.00| 950.00000 7600.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0420 701A048 8.000 MILE| 1680.80000 13446.40| 1580.00000 12640.00| 1600.00000 12800.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0430 701B009 4972.000 LF | 0.85000 4226.20| 0.80000 3977.60| 0.80000 3977.60 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0440 701C000 22.000 MILE| 340.42000 7489.24| 320.00000 7040.00| 325.00000 7150.00 Broken Temporary Traffic Stripe | | | 0450 701C001 44.000 MILE| 372.33000 16382.52| 350.00000 15400.00| 355.00000 15620.00 Solid Temporary Traffic Stripe | | | 0460 701C002 1.000 MILE| 340.42000 340.42| 320.00000 320.00| 325.00000 325.00 Broken Temporary Traffic Stripe (Paint) | | | 0470 701C003 2.000 MILE| 372.33000 744.66| 350.00000 700.00| 355.00000 710.00 Solid Temporary Traffic Stripe (Paint) | | | 0480 701D007 2.000 MILE| 1595.70000 3191.40| 1500.00000 3000.00| 1520.00000 3040.00 Solid Traffic Stripe Removed (Paint) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 011 -5 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040116011 COUNTIES : ESCAMBIA LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01087 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 701D014 1.000 MILE| 1436.13000 1436.13| 1350.00000 1350.00| 1370.00000 1370.00 Broken Traffic Stripe Removed (Paint) | | | 0500 701G121 476.000 LF | 1.88000 894.88| 1.77000 842.52| 1.80000 856.80 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0510 701G125 476.000 LF | 4.74000 2256.24| 4.46000 2122.96| 4.50000 2142.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0520 701G133 476.000 LF | 4.89000 2327.64| 4.60000 2189.60| 4.70000 2237.20 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0530 701H001 952.000 LF | 1.06000 1009.12| 1.00000 952.00| 1.00000 952.00 Solid Traffic Stripe Removed (Plastic) | | | 0540 701H006 476.000 LF | 1.06000 504.56| 1.00000 476.00| 1.00000 476.00 Broken Traffic Stripe Removed (Plastic) | | | 0550 703A002 2693.000 SQFT| 2.13000 5736.09| 2.00000 5386.00| 2.00000 5386.00 Traffic Control Markings, Class 2, Type | | | A | | | 0560 703B002 22.000 SQFT| 3.19000 70.18| 3.00000 66.00| 3.00000 66.00 Traffic Control Legends, Class 2, Type | | | 0570 703D001 838.000 SQFT| 1.06000 888.28| 1.00000 838.00| 1.00000 838.00 Temporary Traffic Control Markings | | | 0580 705A030 962.000 EACH| 5.11000 4915.82| 4.80000 4617.60| 4.85000 4665.70 Pavement Markers, Class A-H, Type 2-C | | | 0590 705A031 492.000 EACH| 5.11000 2514.12| 4.80000 2361.60| 4.85000 2386.20 Pavement Markers, Class A-H, Type 1-A | | | 0600 705A032 435.000 EACH| 5.11000 2222.85| 4.80000 2088.00| 4.85000 2109.75 Pavement Markers, Class A-H, Type 1-B | | | 0610 705A037 9.000 EACH| 5.11000 45.99| 4.80000 43.20| 4.85000 43.65 Pavement Markers, Class A-H, Type 2-D | | | 0620 705A038 230.000 EACH| 5.11000 1175.30| 4.80000 1104.00| 4.85000 1115.50 Pavement Markers, Class A-H, Type 2-E | | | 0630 740B000 1321.000 SQFT| 6.52000 8612.92| 7.50000 9907.50| 7.50000 9907.50 Construction Signs | | | 0640 740D000 875.000 EACH| 5.30000 4637.50| 15.00000 13125.00| 1.00000 875.00 Channelizing Drums | | | 0650 740E000 200.000 EACH| 5.93000 1186.00| 10.00000 2000.00| 10.00000 2000.00 Cones (36 Inches High) | | | 0660 740M001 200.000 EACH| 3.56000 712.00| 5.00000 1000.00| 5.00000 1000.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 011 -6 TABULATION OF BIDS CALL ORDER : 011 CONTRACT ID : 20040116011 COUNTIES : ESCAMBIA LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 01087 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |APAC-SOUTHEAST, INC. |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 741C010 2.000 EACH| 950.78000 1901.56| 500.00000 1000.00| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,056,812.38| $ 1,088,814.62| $ 1,197,218.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,056,812.38| $ 1,088,814.62| $ 1,197,218.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20040116012 COUNTIES : AUTAUGA LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 CONTRACT TIME : 192 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-0110(200) for constructing the Bridge Replacement on C.R.#59 at Bridge Creek, Northwest of Prattville. Length 0.053 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 789,313.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040116012 COUNTIES : AUTAUGA LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 60000.00000 60000.00| | Removal Of Old Bridge, Station 5+35.40 | | | 0020 210A000 119.000 CUYD| 5.00000 595.00| | Unclassified Excavation | | | 0030 502A000 28550.000 LB | 0.70000 19985.00| | Steel Reinforcement | | | 0040 502B000 LUMP| 55000.00000 55000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA 5 + 13, APPROX | | | 65650 LBS | | | 0050 505A032 2.000 EACH| 2000.00000 4000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B102 2.000 EACH| 2000.00000 4000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505M002 3151.000 LF | 23.00000 72473.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 508A000 13460.000 LB | 4.25000 57205.00| | Structural Steel | | | 0090 510A000 229.000 CUYD| 500.00000 114500.00| | Bridge Substructure Concrete, Class A | | | 0100 510C051 LUMP| 165000.00000 165000.00| | Bridge Concrete Superstructure, STA 5 + | | | 13, APPRX 252 CU YDS | | | 0110 510E000 742.000 SQYD| 5.00000 3710.00| | Grooving Concrete Bridge Decks | | | 0120 511A050 56.000 EACH| 100.00000 5600.00| | Elastomeric Bearing Type 2(Mark B1) | | | 0130 513B003 1096.000 LF | 70.00000 76720.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0140 600A000 LUMP| 71000.00000 71000.00| | Mobilization | | | 0150 610C001 1190.000 TON | 19.50000 23205.00| | Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20040116012 COUNTIES : AUTAUGA LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610D000 1190.000 SQYD| 3.00000 3570.00| | Filter Blanket | | | 0170 630C003 4.000 EACH| 1200.00000 4800.00| | Guardrail End Anchor, Type 13 | | | 0180 630C050 4.000 EACH| 1400.00000 5600.00| | Guardrail End Anchor, Type 20 Series | | | 0190 665F000 45.000 EACH| 20.00000 900.00| | Hay Bales | | | 0200 665J000 400.000 LF | 5.00000 2000.00| | Silt Fence, Type A | | | 0210 680A000 LUMP| 35000.00000 35000.00| | Engineering Controls | | | 0220 740B000 145.000 SQFT| 10.00000 1450.00| | Construction Signs | | | 0230 740F002 8.000 EACH| 200.00000 1600.00| | Barricades, Type III | | | 0240 740I005 4.000 EACH| 350.00000 1400.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 789,313.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 789,313.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20040116013 COUNTIES : CLEBURNE LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1500(211) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#30 over Little Lost Creek north of Ranburne. Length - 0.025 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19124 SMITH PAVING, INC. $ 105,618.45 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 125,732.00 119.0436% 3 23044 WARE CONSTRUCTION CO., INC. $ 136,220.58 128.9742% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040116013 COUNTIES : CLEBURNE LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19124 |( 2 ) 16032 |( 3 ) 23044 |SMITH PAVING, INC. |PRICHARD CONSTRUCTION COMPA |WARE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 1000.00000 1000.00| 500.00000 500.00| 1200.00000 1200.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately .4 ACRES) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 15+00.00 | | | 0030 210A000 23.000 CUYD| 15.00000 345.00| 6.50000 149.50| 25.00000 575.00 Unclassified Excavation | | | 0040 210D000 113.000 CUYD| 30.00000 3390.00| 20.00000 2260.00| 45.00000 5085.00 Borrow Excavation | | | 0050 214A000 264.000 CUYD| 10.00000 2640.00| 12.00000 3168.00| 28.00000 7392.00 Structure Excavation | | | 0060 214B001 156.000 CUYD| 32.00000 4992.00| 30.00000 4680.00| 24.00000 3744.00 Foundation Backfill, Commercial | | | 0070 230A000 2.000 RBST| 1000.00000 2000.00| 2600.00000 5200.00| 2508.00000 5016.00 Roadbed Processing | | | 0080 301A012 335.000 SQYD| 15.00000 5025.00| 20.00000 6700.00| 17.62000 5902.70 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 304.000 SQYD| 2.00000 608.00| 2.05000 623.20| 2.05000 623.20 Bituminous Treatment A | | | 0100 405A000 6.000 GAL | 5.00000 30.00| 1.15000 6.90| 1.15000 6.90 Tack Coat | | | 0110 429A200 15.000 TON | 80.00000 1200.00| 275.00000 4125.00| 273.38000 4100.70 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429B201 30.000 TON | 75.00000 2250.00| 160.00000 4800.00| 153.86000 4615.80 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0130 430B043 11.000 TON | 34.00000 374.00| 35.00000 385.00| 65.00000 715.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 502A000 21539.000 LB | 0.55000 11846.45| 0.60000 12923.40| 0.52000 11200.28 Steel Reinforcement | | | 0150 524A011 122.000 CUYD| 350.00000 42700.00| 300.00000 36600.00| 370.00000 45140.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040116013 COUNTIES : CLEBURNE LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 19124 |( 2 ) 16032 |( 3 ) 23044 |SMITH PAVING, INC. |PRICHARD CONSTRUCTION COMPA |WARE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 9000.00000 9000.00| 14000.00000 14000.00| 14055.00000 14055.00 Mobilization | | | 0170 610C001 45.000 TON | 32.00000 1440.00| 30.00000 1350.00| 25.00000 1125.00 Loose Riprap, Class 2 | | | 0180 610D000 54.000 SQYD| 2.00000 108.00| 6.50000 351.00| 6.00000 324.00 Filter Blanket | | | 0190 650A000 80.000 CUYD| 12.00000 960.00| 12.00000 960.00| 40.00000 3200.00 Topsoil | | | 0200 652A053 1.000 ACRE| 1200.00000 1200.00| 1200.00000 1200.00| 1500.00000 1500.00 Seeding (Mix 1E) | | | 0210 656A000 1.000 ACRE| 1200.00000 1200.00| 1200.00000 1200.00| 1500.00000 1500.00 Mulching, Class A, Type 1 | | | 0220 665F000 50.000 EACH| 5.00000 250.00| 8.00000 400.00| 6.00000 300.00 Hay Bales | | | 0230 665J000 400.000 LF | 4.00000 1600.00| 8.00000 3200.00| 6.00000 2400.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 5000.00000 5000.00 Engineering Controls | | | 0250 740B000 295.000 SQFT| 12.00000 3540.00| 10.00000 2950.00| 12.00000 3540.00 Construction Signs | | | 0260 740F002 8.000 EACH| 165.00000 1320.00| 250.00000 2000.00| 245.00000 1960.00 Barricades, Type III | | | 0270 740I005 4.000 EACH| 150.00000 600.00| 250.00000 1000.00| 250.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 105,618.45| $ 125,732.00| $ 136,220.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 105,618.45| $ 125,732.00| $ 136,220.58 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20040116014 COUNTIES : COLBERT LETTING DATE : 01/16/04 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPNU-1724(200) for constructing the Resurfacing and Traffic Stripe on C.R.#77 from C.R.#37 east of Littleville to C.R.#57. Length 4.605 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 274,491.77 100.0000% 2 18031 ROGERS GROUP, INC. $ 298,744.50 108.8355% 3 19074 S & M EQUIPMENT CO., INC. $ 429,393.00 156.4320% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040116014 COUNTIES : COLBERT LETTING DATE : 01/16/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( 3 ) 19074 |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 1387.000 TON | 14.44000 20028.28| 10.00000 13870.00| 20.00000 27740.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 401B108 56750.000 SQYD| 0.67000 38022.50| 0.75000 42562.50| 2.00000 113500.00 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 1762.000 GAL | 0.99000 1744.38| 1.50000 2643.00| 1.50000 2643.00 Tack Coat | | | 0040 429A200 4150.000 TON | 34.77000 144295.50| 37.00000 153550.00| 45.00000 186750.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 800.000 TON | 31.92000 25536.00| 44.00000 35200.00| 55.00000 44000.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 600A000 LUMP| 6392.51000 6392.51| 12689.00000 12689.00| 50.00000 50.00 Mobilization | | | 0070 701A031 11.000 MILE| 1071.00000 11781.00| 1050.00000 11550.00| 1500.00000 16500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0080 701A035 7.000 MILE| 1275.00000 8925.00| 1250.00000 8750.00| 2000.00000 14000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701A045 4.000 MILE| 693.60000 2774.40| 680.00000 2720.00| 900.00000 3600.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701C000 8.000 MILE| 357.00000 2856.00| 350.00000 2800.00| 500.00000 4000.00 Broken Temporary Traffic Stripe | | | 0110 701C001 14.000 MILE| 459.00000 6426.00| 450.00000 6300.00| 600.00000 8400.00 Solid Temporary Traffic Stripe | | | 0120 703A002 190.000 SQFT| 2.55000 484.50| 2.50000 475.00| 3.50000 665.00 Traffic Control Markings, Class 2, Type | | | A | | | 0130 705A032 155.000 EACH| 5.61000 869.55| 5.50000 852.50| 7.50000 1162.50 Pavement Markers, Class A-H, Type 1-B | | | 0140 705A037 455.000 EACH| 5.61000 2552.55| 5.50000 2502.50| 7.50000 3412.50 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20040116014 COUNTIES : COLBERT LETTING DATE : 01/16/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( 3 ) 19074 |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740B000 168.000 SQFT| 7.50000 1260.00| 10.00000 1680.00| 8.75000 1470.00 Construction Signs | | | 0160 740E000 60.000 EACH| 5.55000 333.00| 5.00000 300.00| 15.00000 900.00 Cones (36 Inches High) | | | 0170 740M001 60.000 EACH| 3.51000 210.60| 5.00000 300.00| 10.00000 600.00 Ballast For Cone | | | SECTION TOTALS | $ 274,491.77| $ 298,744.50| $ 429,393.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 274,491.77| $ 298,744.50| $ 429,393.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20040116015 COUNTIES : COOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1917(200) for constructing the Resurfacing and Traffic Stripe on C.R.#91 from S.R.#22 in Ray to S.R.#9. Length 2.780 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05024 EAST RIVER CONSTRUCTION COMPANY, INC. $ 167,778.00 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 177,904.43 106.0356% 3 01087 APAC-SOUTHEAST, INC. $ 218,306.32 130.1162% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040116015 COUNTIES : COOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05024 |( 2 ) 04013 |( 3 ) 01087 |EAST RIVER CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3000.000 GAL | 1.10000 3300.00| 1.05000 3150.00| 2.30000 6900.00 Tack Coat | | | 0020 424A341 2575.000 TON | 36.12000 93009.00| 36.43000 93807.25| 42.38000 109128.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424A344 600.000 TON | 55.00000 33000.00| 58.34000 35004.00| 78.21000 46926.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 424A346 750.000 TON | 36.50000 27375.00| 39.61000 29707.50| 58.85000 44137.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 600A000 LUMP| 4600.00000 4600.00| 8345.00000 8345.00| 1312.50000 1312.50 Mobilization | | | 0060 701A004 6.000 MILE| 320.00000 1920.00| 369.97000 2219.82| 336.00000 2016.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0070 701A008 2.000 MILE| 200.00000 400.00| 231.23000 462.46| 210.00000 420.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0080 701A012 4.000 MILE| 350.00000 1400.00| 404.66000 1618.64| 367.50000 1470.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0090 703A000 40.000 SQFT| 1.60000 64.00| 1.85000 74.00| 1.68000 67.20 Traffic Control Markings, Class 1, Type | | | A | | | 0100 740B000 196.000 SQFT| 10.00000 1960.00| 8.56000 1677.76| 11.03000 2161.88 Construction Signs | | | 0110 740O000 1.000 EACH| 750.00000 750.00| 1838.00000 1838.00| 3766.74000 3766.74 Pilot Car | | | SECTION TOTALS | $ 167,778.00| $ 177,904.43| $ 218,306.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 167,778.00| $ 177,904.43| $ 218,306.32 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20040116016 COUNTIES : ESCAMBIA LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2700(206) for constructing the Bridge Replacement at Murder Creek on Murder Creek Road, approximately 6 miles northeast of Brewton. Length 0.054 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 779,508.50 100.0000% 2 13099 MCINNIS, LLC $ 853,505.50 109.4928% 3 13021 MURPHREE BRIDGE CORPORATION $ 1,022,435.99 131.1642% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040116016 COUNTIES : ESCAMBIA LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 13099 |( 3 ) 13021 |BULLARD EXCAVATING, INC. |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 12000.00000 12000.00| 40000.00000 40000.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 8+00.00 | | | 0020 210A000 690.000 CUYD| 4.50000 3105.00| 10.00000 6900.00| 10.00000 6900.00 Unclassified Excavation | | | 0030 215A000 249.000 CUYD| 20.00000 4980.00| 12.00000 2988.00| 15.00000 3735.00 Unclassified Bridge Excavation | | | 0040 502A000 34000.000 LB | 0.45000 15300.00| 0.65000 22100.00| 0.80000 27200.00 Steel Reinforcement | | | 0050 502B000 LUMP| 31000.00000 31000.00| 48000.00000 48000.00| 54000.00000 54000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 7+65, APPROX 67, | | | 200 LBS | | | 0060 503A000 50.000 CUYD| 75.00000 3750.00| 80.00000 4000.00| 110.00000 5500.00 Seal Concrete | | | 0070 503B011 LUMP| 35000.00000 35000.00| 32500.00000 32500.00| 30000.00000 30000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 2 | | | 0080 503B012 LUMP| 35000.00000 35000.00| 32600.00000 32600.00| 30000.00000 30000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 3 | | | 0090 503B013 LUMP| 45000.00000 45000.00| 32500.00000 32500.00| 30000.00000 30000.00 Cofferdam And Pumping, Pier No.Or Bent | | | No. 4 | | | 0100 505A002 2.000 EACH| 2750.00000 5500.00| 3000.00000 6000.00| 2000.00000 4000.00 Steel Test Piles (HP 12x53) | | | 0110 505B057 2.000 EACH| 2000.00000 4000.00| 1000.00000 2000.00| 2000.00000 4000.00 Static Loading Tests (HP 12x53) | | | 0120 505B087 2.000 EACH| 425.00000 850.00| 500.00000 1000.00| 1000.00000 2000.00 Dynamic Loading Tests (HP 12x53) | | | 0130 505M002 3555.000 LF | 30.00000 106650.00| 24.00000 85320.00| 20.00000 71100.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0140 508A000 5350.000 LB | 2.25000 12037.50| 4.25000 22737.50| 3.50000 18725.00 Structural Steel | | | 0150 510A000 196.000 CUYD| 450.00000 88200.00| 425.00000 83300.00| 750.00000 147000.00 Bridge Substructure Concrete, Class A | | | 0160 510C051 LUMP| 122000.00000 122000.00| 148000.00000 148000.00| 214500.00000 214500.00 Bridge Concrete Superstructure, STA. | | | 7+65 APPROX. 268 CU. YDS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040116016 COUNTIES : ESCAMBIA LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 13099 |( 3 ) 13021 |BULLARD EXCAVATING, INC. |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 510E000 768.000 SQYD| 4.00000 3072.00| 5.00000 3840.00| 3.26000 2503.68 Grooving Concrete Bridge Decks | | | 0180 511A051 16.000 EACH| 75.00000 1200.00| 125.00000 2000.00| 350.00000 5600.00 Elastomeric Bearing Type 2(Mark B2) | | | 0190 511A052 16.000 EACH| 80.00000 1280.00| 125.00000 2000.00| 350.00000 5600.00 Elastomeric Bearing Type 2(Mark B3) | | | 0200 513B004 468.000 LF | 70.00000 32760.00| 83.00000 38844.00| 95.00000 44460.00 Pretensioned-Prestressed Concrete | | | Girders, Type II (Specialty Item) | | | 0210 513B005 675.000 LF | 100.00000 67500.00| 92.00000 62100.00| 125.00000 84375.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0220 600A000 LUMP| 90000.00000 90000.00| 85000.00000 85000.00| 117429.31000 117429.31 Mobilization | | | 0230 610C001 1535.000 TON | 26.00000 39910.00| 28.00000 42980.00| 28.00000 42980.00 Loose Riprap, Class 2 | | | 0240 610D003 992.000 SQYD| 2.00000 1984.00| 3.00000 2976.00| 2.50000 2480.00 Filter Blanket, Geotextile | | | 0250 630C003 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0260 630C070 4.000 EACH| 1300.00000 5200.00| 1300.00000 5200.00| 1275.00000 5100.00 Guardrail End Anchor, Type 10 Series | | | 0270 665F000 60.000 EACH| 5.50000 330.00| 10.00000 600.00| 9.00000 540.00 Hay Bales | | | 0280 665J000 400.000 LF | 3.50000 1400.00| 5.00000 2000.00| 5.25000 2100.00 Silt Fence, Type A | | | 0290 680A000 LUMP| 5000.00000 5000.00| 30000.00000 30000.00| 10000.00000 10000.00 Engineering Controls | | | 0300 740B000 112.000 SQFT| 7.50000 840.00| 10.00000 1120.00| 9.00000 1008.00 Construction Signs | | | 0310 740D000 12.000 EACH| 55.00000 660.00| 75.00000 900.00| 50.00000 600.00 Channelizing Drums | | | SECTION TOTALS | $ 779,508.50| $ 853,505.50| $ 1,022,435.99 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 779,508.50| $ 853,505.50| $ 1,022,435.99 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20040116017 COUNTIES : ETOWAH LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 CONTRACT TIME : 160 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-2800(204) for constructing the Bridge Replacements (2 Bridge Culverts) ACGBBRZ-2800(205) on Samuels Chapel Road at Samuels Chapel Creek and on Tumlin Gap Road at Samuels Chapel Creek southeast of Pana. Length 0.023 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 285,345.66 100.0000% 2 19124 SMITH PAVING, INC. $ 327,952.00 114.9315% 3 19037 SIMPSON BRIDGE COMPANY, INC. $ 335,489.54 117.5730% 4 16032 PRICHARD CONSTRUCTION COMPANY $ 345,046.50 120.9223% 5 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 367,837.20 128.9093% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040116017 COUNTIES : ETOWAH LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 19124 |( 3 ) 19037 |GLASGOW CONSTRUCTION CO., I |SMITH PAVING, INC. |SIMPSON BRIDGE COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 19000.00000 19000.00 Removal Of Old Bridge, Station 2+67 | | | 0020 206A001 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 19000.00000 19000.00 Removal Of Old Bridge, Station 6+21.5 | | | 0030 214A000 2258.000 CUYD| 6.00000 13548.00| 10.00000 22580.00| 12.61000 28473.38 Structure Excavation | | | 0040 214B001 416.000 CUYD| 22.00000 9152.00| 28.00000 11648.00| 27.75000 11544.00 Foundation Backfill, Commercial | | | 0050 502A000 92130.000 LB | 0.45000 41458.50| 0.50000 46065.00| 0.55000 50671.50 Steel Reinforcement | | | 0060 524A011 552.000 CUYD| 285.33000 157502.16| 310.00000 171120.00| 270.00000 149040.00 Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 16500.00000 16500.00| 30000.00000 30000.00| 28500.00000 28500.00 Mobilization | | | 0080 610C001 215.000 TON | 30.00000 6450.00| 32.00000 6880.00| 21.50000 4622.50 Loose Riprap, Class 2 | | | 0090 610D000 325.000 SQYD| 5.00000 1625.00| 2.00000 650.00| 4.00000 1300.00 Filter Blanket | | | 0100 665F000 200.000 EACH| 6.00000 1200.00| 5.00000 1000.00| 6.50000 1300.00 Hay Bales | | | 0110 665J000 400.000 LF | 7.00000 2800.00| 4.00000 1600.00| 3.50000 1400.00 Silt Fence, Type A | | | 0120 680A000 LUMP| 16000.00000 16000.00| 3000.00000 3000.00| 10300.00000 10300.00 Engineering Controls | | | 0130 740B000 597.000 SQFT| 10.00000 5970.00| 12.00000 7164.00| 7.21000 4304.37 Construction Signs | | | 0140 740C000 77.000 SQFT| 20.00000 1540.00| 25.00000 1925.00| 9.27000 713.79 Special Construction Signs | | | 0150 740F002 8.000 EACH| 200.00000 1600.00| 165.00000 1320.00| 165.00000 1320.00 Barricades, Type III | | | 0160 740I005 20.000 EACH| 100.00000 2000.00| 150.00000 3000.00| 200.00000 4000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 285,345.66| $ 327,952.00| $ 335,489.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 285,345.66| $ 327,952.00| $ 335,489.54 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040116017 COUNTIES : ETOWAH LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 16032 |( 5 ) 13022 |( ) |PRICHARD CONSTRUCTION COMPA |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| Removal Of Old Bridge, Station 2+67 | | | 0020 206A001 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| Removal Of Old Bridge, Station 6+21.5 | | | 0030 214A000 2258.000 CUYD| 12.00000 27096.00| 10.00000 22580.00| Structure Excavation | | | 0040 214B001 416.000 CUYD| 30.00000 12480.00| 30.00000 12480.00| Foundation Backfill, Commercial | | | 0050 502A000 92130.000 LB | 0.65000 59884.50| 0.64000 58963.20| Steel Reinforcement | | | 0060 524A011 552.000 CUYD| 300.00000 165600.00| 340.00000 187680.00| Culvert Concrete (Cast In Place) | | | 0070 600A000 LUMP| 20000.00000 20000.00| 34000.00000 34000.00| Mobilization | | | 0080 610C001 215.000 TON | 30.00000 6450.00| 33.00000 7095.00| Loose Riprap, Class 2 | | | 0090 610D000 325.000 SQYD| 6.50000 2112.50| 7.00000 2275.00| Filter Blanket | | | 0100 665F000 200.000 EACH| 8.00000 1600.00| 20.00000 4000.00| Hay Bales | | | 0110 665J000 400.000 LF | 10.00000 4000.00| 7.50000 3000.00| Silt Fence, Type A | | | 0120 680A000 LUMP| 10000.00000 10000.00| 7650.00000 7650.00| Engineering Controls | | | 0130 740B000 597.000 SQFT| 10.50000 6268.50| 14.00000 8358.00| Construction Signs | | | 0140 740C000 77.000 SQFT| 15.00000 1155.00| 28.00000 2156.00| Special Construction Signs | | | 0150 740F002 8.000 EACH| 300.00000 2400.00| 200.00000 1600.00| Barricades, Type III | | | 0160 740I005 20.000 EACH| 300.00000 6000.00| 300.00000 6000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 345,046.50| $ 367,837.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 345,046.50| $ 367,837.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20040116018 COUNTIES : GREENE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3209(200) for constructing the Planing, Resurfacing and Traffic Stripe on C.R.#208 from S.R.#13 (U.S.#11) past Greentrack to I-20/I-59. Length 1.130 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 237,379.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040116018 COUNTIES : GREENE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 5 ) 13022 |( ) |S. T. BUNN CONSTRUCTION CO. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2309.000 GAL | 1.25000 2886.25| | Tack Coat | | | 0020 408A052 22675.000 SQYD| 1.35000 30611.25| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A340 1445.000 TON | 42.75000 61773.75| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 20.000 TON | 42.75000 855.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B635 2309.000 TON | 41.75000 96400.75| | Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0060 424B639 100.000 TON | 85.00000 8500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B646 46.000 TON | 62.00000 2852.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 18000.00000 18000.00| | Mobilization | | | 0090 701A031 3.000 MILE| 1180.00000 3540.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0100 701A035 2.000 MILE| 1260.00000 2520.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701A040 2.000 MILE| 740.00000 1480.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0120 701A045 1.000 MILE| 740.00000 740.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040116018 COUNTIES : GREENE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 5 ) 13022 |( ) |S. T. BUNN CONSTRUCTION CO. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701C000 2.000 MILE| 500.00000 1000.00| | Broken Temporary Traffic Stripe | | | 0140 701C001 2.000 MILE| 500.00000 1000.00| | Solid Temporary Traffic Stripe | | | 0150 703A002 160.000 SQFT| 5.00000 800.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0160 705A032 40.000 EACH| 5.50000 220.00| | Pavement Markers, Class A-H, Type 1-B | | | 0170 705A037 80.000 EACH| 5.50000 440.00| | Pavement Markers, Class A-H, Type 2-D | | | 0180 740B000 356.000 SQFT| 10.00000 3560.00| | Construction Signs | | | 0190 740E000 100.000 EACH| 1.00000 100.00| | Cones (36 Inches High) | | | 0200 740M001 100.000 EACH| 1.00000 100.00| | Ballast For Cone | | | SECTION TOTALS | $ 237,379.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 237,379.00| $ 367,837.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20040116019 COUNTIES : HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 CONTRACT TIME : 180 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-3400(205) for constructing the Bridge Replacements (2 Bridge Culverts) ACGBBRZ-3400(204) on C.R.#66 at Ward Creek northeast of Newville and on C.R.#90 at Cat Branch Creek north of Abbeville. Length 0.021 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20048 TRIPLE C CONSTRUCTION $ 272,460.10 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 312,748.00 114.7867% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040116019 COUNTIES : HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 20048 |( 2 ) 08017 |( ) |TRIPLE C CONSTRUCTION |H & L CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 1500.00000 1500.00| 3000.00000 3000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 1000.00000 1000.00| 7500.00000 7500.00| Removal Of Old Bridge, Station 10+37.00 | | | 0030 206A001 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| Removal Of Old Bridge, Station 11+61.09 | | | 0040 210B000 550.000 CUYD| 5.00000 2750.00| 12.00000 6600.00| Channel Excavation | | | 0050 214A000 792.000 CUYD| 5.00000 3960.00| 9.50000 7524.00| Structure Excavation | | | 0060 214B001 419.000 CUYD| 29.00000 12151.00| 35.00000 14665.00| Foundation Backfill, Commercial | | | 0070 502A000 70002.000 LB | 0.55000 38501.10| 0.55000 38501.10| Steel Reinforcement | | | 0080 524A011 400.000 CUYD| 335.00000 134000.00| 395.00000 158000.00| Culvert Concrete (Cast In Place) | | | 0090 600A000 LUMP| 27916.00000 27916.00| 12000.00000 12000.00| Mobilization | | | 0100 610C001 1392.000 TON | 27.50000 38280.00| 30.00000 41760.00| Loose Riprap, Class 2 | | | 0110 610D003 1032.000 SQYD| 3.50000 3612.00| 3.95000 4076.40| Filter Blanket, Geotextile | | | 0120 665F000 50.000 EACH| 6.00000 300.00| 15.00000 750.00| Hay Bales | | | 0130 665J000 200.000 LF | 5.00000 1000.00| 20.00000 4000.00| Silt Fence, Type A | | | 0140 680A000 LUMP| 1000.00000 1000.00| 2000.00000 2000.00| Engineering Controls | | | 0150 740B000 279.000 SQFT| 10.00000 2790.00| 8.50000 2371.50| Construction Signs | | | 0160 740F002 14.000 EACH| 150.00000 2100.00| 250.00000 3500.00| Barricades, Type III | | | 0170 740I005 6.000 EACH| 100.00000 600.00| 250.00000 1500.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 272,460.10| $ 312,748.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 272,460.10| $ 312,748.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20040116020 COUNTIES : BARBOUR HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 CONTRACT TIME : 360 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-3419 (200) for the constructing the Bridge Replacement and Approaches on S.R.#95 at White Oak Creek south of Eufaula. Length 0.325 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 3,713,947.30 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 4,485,517.39 120.7749% 3 13099 MCINNIS, LLC $ 4,778,978.20 128.6765% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040116020 COUNTIES : BARBOUR HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 19007 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 160000.00000 160000.00| 100000.00000 100000.00| 350000.00000 350000.00 Removal Of Old Bridge, Station 100+00 | | | 0020 206D001 1972.000 LF | 1.40000 2760.80| 1.00000 1972.00| 2.00000 3944.00 Removing Guardrail | | | 0030 206D002 2635.000 LF | 1.60000 4216.00| 2.50000 6587.50| 2.10000 5533.50 Removing Curb | | | 0040 206D007 180.000 LF | 2.20000 396.00| 10.00000 1800.00| 2.50000 450.00 Removing Concrete Flume | | | 0050 210A000 2158.000 CUYD| 4.30000 9279.40| 5.30000 11437.40| 4.50000 9711.00 Unclassified Excavation | | | 0060 210D011 9368.000 CUYD| 6.35000 59486.80| 6.00000 56208.00| 6.80000 63702.40 Borrow Excavation (A-4 or Better) | | | 0070 210E001 3730.000 CUYD| 26.00000 96980.00| 33.90000 126447.00| 28.00000 104440.00 Borrow Excavation (Underwater | | | Embankment) | | | 0080 214A000 346.000 CUYD| 8.80000 3044.80| 6.00000 2076.00| 9.50000 3287.00 Structure Excavation | | | 0090 214B000 115.000 CUYD| 12.85000 1477.75| 10.00000 1150.00| 14.00000 1610.00 Foundation Backfill, Local | | | 0100 230A000 10.000 RBST| 275.00000 2750.00| 200.00000 2000.00| 320.00000 3200.00 Roadbed Processing | | | 0110 301A025 2997.000 SQYD| 7.50000 22477.50| 8.10000 24275.70| 8.00000 23976.00 Crushed Aggregate Base Course, Type B, | | | Road Mixed, 6" Compacted Thickness | | | 0120 401A000 2271.000 SQYD| 0.53000 1203.63| 0.50000 1135.50| 0.65000 1476.15 Bituminous Treatment A | | | 0130 405A000 157.000 GAL | 3.16000 496.12| 3.00000 471.00| 3.30000 518.10 Tack Coat | | | 0140 424A361 462.000 TON | 50.00000 23100.00| 47.50000 21945.00| 52.25000 24139.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0150 424A366 250.000 TON | 51.57000 12892.50| 49.00000 12250.00| 53.01000 13252.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B651 198.000 TON | 89.47000 17715.06| 85.00000 16830.00| 90.00000 17820.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040116020 COUNTIES : BARBOUR HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 19007 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 450B000 249.000 SQYD| 100.00000 24900.00| 85.00000 21165.00| 150.00000 37350.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0180 502A000 376450.000 LB | 0.60000 225870.00| 0.65000 244692.50| 0.95000 357627.50 Steel Reinforcement | | | 0190 502B000 LUMP| 65000.00000 65000.00| 90000.00000 90000.00| 100000.00000 100000.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 99+58, APPROX. 106,| | | 860 LBS | | | 0200 505A002 1.000 EACH| 4000.00000 4000.00| 3500.00000 3500.00| 3500.00000 3500.00 Steel Test Piles (HP 12x53) | | | 0210 505B057 1.000 EACH| 500.00000 500.00| 5000.00000 5000.00| 3000.00000 3000.00 Static Loading Tests (HP 12x53) | | | 0220 505B087 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 1000.00000 1000.00 Dynamic Loading Tests (HP 12x53) | | | 0230 505M002 2005.000 LF | 23.00000 46115.00| 34.00000 68170.00| 35.00000 70175.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0240 506A001 830.000 LF | 400.00000 332000.00| 741.00000 615030.00| 775.00000 643250.00 Drilled Shaft Excavation, 6'-0" Diamete | | | 0250 506C046 1060.000 LF | 400.00000 424000.00| 125.00000 132500.00| 130.00000 137800.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS1 Concrete | | | 0260 506F002 1060.000 LF | 200.00000 212000.00| 1.00000 1060.00| 1.00000 1060.00 Permanent Drilled Shaft Casing, 6'-0" | | | Diameter | | | 0270 506G006 9.000 EACH| 1500.00000 13500.00| 6900.00000 62100.00| 7500.00000 67500.00 Crosshole Sonic Logging, 6'-0" Diameter | | | 0280 508A000 5965.000 LB | 4.00000 23860.00| 3.15000 18789.75| 5.00000 29825.00 Structural Steel | | | 0290 508B000 1.000 EACH| 725000.00000 725000.00| 1250000.00000 1250000.00| 850000.00000 850000.00 Structural Steel Superstructure, | | | 70'-0"-70'-0"-70'-0"-70'-0" CONTINUOUS | | | 0300 510A000 283.000 CUYD| 400.00000 113200.00| 600.00000 169800.00| 925.00000 261775.00 Bridge Substructure Concrete, Class A | | | 0310 510C051 LUMP| 168000.00000 168000.00| 300000.00000 300000.00| 400000.00000 400000.00 Bridge Concrete Superstructure, STA. | | | 99+58, APPROX. 420 CU. YDS. | | | 0320 510E000 1607.000 SQYD| 1.90000 3053.30| 1.90000 3053.30| 8.25000 13257.75 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 020 -4 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040116020 COUNTIES : BARBOUR HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 19007 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 511A004 50.000 EACH| 300.00000 15000.00| 465.00000 23250.00| 1000.00000 50000.00 Elastomeric Bearings, Type 4 | | | 0340 533A100 484.000 LF | 42.70000 20666.80| 52.50000 25410.00| 45.00000 21780.00 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0350 600A000 LUMP| 360000.00000 360000.00| 510000.00000 510000.00| 357000.00000 357000.00 Mobilization | | | 0360 601A000 1.000 EACH| 7500.00000 7500.00| 6500.00000 6500.00| 10000.00000 10000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0370 610C001 9780.000 TON | 25.00000 244500.00| 23.65000 231297.00| 28.00000 273840.00 Loose Riprap, Class 2 | | | 0380 610D003 7683.000 SQYD| 2.40000 18439.20| 2.50000 19207.50| 3.00000 23049.00 Filter Blanket, Geotextile | | | 0390 614A000 20.000 CUYD| 255.00000 5100.00| 195.00000 3900.00| 300.00000 6000.00 Slope Paving | | | 0400 619A103 1.000 EACH| 860.00000 860.00| 1000.00000 1000.00| 920.00000 920.00 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0410 619A128 1.000 EACH| 1200.00000 1200.00| 1000.00000 1000.00| 1500.00000 1500.00 30" Side Drain Pipe End Treatment, | | | Class 2 | | | 0420 621C015 3.000 EACH| 2500.00000 7500.00| 1800.00000 5400.00| 2800.00000 8400.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0430 621D015 3.000 EACH| 240.00000 720.00| 1800.00000 5400.00| 300.00000 900.00 Inlet Units, Type S1 Or S3 | | | 0440 623C000 2449.000 LF | 16.50000 40408.50| 9.00000 22041.00| 17.00000 41633.00 Combination Curb & Gutter, Type C | | | 0450 630A001 1713.000 LF | 12.00000 20556.00| 11.00000 18843.00| 14.00000 23982.00 Steel Beam Guardrail, Class A, Type 2 | | | 0460 630C001 1.000 EACH| 2000.00000 2000.00| 600.00000 600.00| 850.00000 850.00 Guardrail End Anchor, Type 8 | | | 0470 630C003 4.000 EACH| 2500.00000 10000.00| 1000.00000 4000.00| 1300.00000 5200.00 Guardrail End Anchor, Type 13 | | | 0480 630C050 3.000 EACH| 2500.00000 7500.00| 1600.00000 4800.00| 1750.00000 5250.00 Guardrail End Anchor, Type 20 Series | | | 0490 651B000 4.000 TON | 36.00000 144.00| 35.00000 140.00| 40.00000 160.00 Agricultural Limestone | | | 0500 652A061 2.000 ACRE| 540.00000 1080.00| 600.00000 1200.00| 600.00000 1200.00 Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 020 -5 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040116020 COUNTIES : BARBOUR HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 19007 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 654A001 3390.000 SQYD| 2.60000 8814.00| 3.50000 11865.00| 3.00000 10170.00 Solid Sodding (Bermuda) | | | 0520 656A000 1.000 ACRE| 475.00000 475.00| 450.00000 450.00| 525.00000 525.00 Mulching, Class A, Type 1 | | | 0530 656A001 2.000 ACRE| 540.00000 1080.00| 450.00000 900.00| 600.00000 1200.00 Mulching, Class A, Type 2 | | | 0540 665F000 100.000 EACH| 5.00000 500.00| 6.00000 600.00| 8.00000 800.00 Hay Bales | | | 0550 665G000 100.000 EACH| 3.00000 300.00| 6.00000 600.00| 4.00000 400.00 Sand Bags | | | 0560 665J000 400.000 LF | 5.00000 2000.00| 7.00000 2800.00| 7.00000 2800.00 Silt Fence, Type A | | | 0570 665L000 2206.000 LF | 10.00000 22060.00| 15.00000 33090.00| 35.00000 77210.00 Floating Basin Boom | | | 0580 680A000 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| 109000.00000 109000.00 Engineering Controls | | | 0590 701A004 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 550.00000 550.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0600 701A012 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 550.00000 550.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0610 701A028 1.000 MILE| 2000.00000 2000.00| 2000.00000 2000.00| 2200.00000 2200.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0620 701A048 1.000 MILE| 2500.00000 2500.00| 2500.00000 2500.00| 2750.00000 2750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0630 701C001 2.000 MILE| 500.00000 1000.00| 500.00000 1000.00| 550.00000 1100.00 Solid Temporary Traffic Stripe | | | 0640 701D007 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 550.00000 550.00 Solid Traffic Stripe Removed (Paint) | | | 0650 701D008 1.000 MILE| 1600.00000 1600.00| 1600.00000 1600.00| 1800.00000 1800.00 Solid Traffic Stripe Removed (Plastic) | | | 0660 701D014 1.000 MILE| 1400.00000 1400.00| 1300.00000 1300.00| 1450.00000 1450.00 Broken Traffic Stripe Removed (Paint) | | | 0670 701D015 1.000 MILE| 1400.00000 1400.00| 1400.00000 1400.00| 1560.00000 1560.00 Broken Traffic Stripe Removed (Plastic) | | | 0680 701G125 552.000 LF | 4.24000 2340.48| 4.24000 2340.48| 4.80000 2649.60 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 020 -6 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040116020 COUNTIES : BARBOUR HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 19007 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 701G133 552.000 LF | 4.38000 2417.76| 4.38000 2417.76| 4.80000 2649.60 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0700 703A002 2167.000 SQFT| 2.50000 5417.50| 2.50000 5417.50| 2.80000 6067.60 Traffic Control Markings, Class 2, Type | | | A | | | 0710 703D001 48.000 SQFT| 1.50000 72.00| 1.50000 72.00| 1.75000 84.00 Temporary Traffic Control Markings | | | 0720 705A011 365.000 EACH| 5.00000 1825.00| 5.00000 1825.00| 5.60000 2044.00 Pavement Markers, Class C, Type 1-A | | | 0730 705A023 4.000 EACH| 5.00000 20.00| 5.00000 20.00| 5.60000 22.40 Pavement Markers, Class C, Type 2-D | | | 0740 705A031 48.000 EACH| 5.00000 240.00| 5.00000 240.00| 5.60000 268.80 Pavement Markers, Class A-H, Type 1-A | | | 0750 705A037 48.000 EACH| 5.00000 240.00| 5.00000 240.00| 5.60000 268.80 Pavement Markers, Class A-H, Type 2-D | | | 0760 707B003 2.000 EACH| 150.00000 300.00| 15.00000 30.00| 1000.00000 2000.00 Type A Hazard Marker Installation | | | 0770 707G001 62.000 EACH| 15.00000 930.00| 15.00000 930.00| 20.00000 1240.00 Barrier Rail Mounted Delineator | | | (Bi-Directional) | | | 0780 726C001 1220.000 LF | 5.00000 6100.00| 30.00000 36600.00| 33.00000 40260.00 State Furnished Portable Concrete | | | Safety Barriers (Type 6) | | | 0790 726D020 2.000 EACH| 7000.00000 14000.00| 18000.00000 36000.00| 17000.00000 34000.00 Portable Impact Attenuator Assembly( | | | Unidirectional, TL-2) | | | 0800 730C000 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 6000.00000 6000.00 Furnishing And Installing Traffic | | | Control Unit (SR-95 at White Oak Creek | | | Bridge) | | | 0810 730L002 60.000 LF | 4.00000 240.00| 4.00000 240.00| 6.00000 360.00 1", Metallic, Conduit | | | 0820 730P011 4.000 EACH| 450.00000 1800.00| 450.00000 1800.00| 600.00000 2400.00 Vehicular Signal Head, 12 Inch, 3 | | | Section, Type Incandescent | | | 0830 730R020 1.000 EACH| 6500.00000 6500.00| 6500.00000 6500.00| 8000.00000 8000.00 Controller Assembly, Type III, 2 Phase | | | 0840 730T000 4.000 EACH| 580.00000 2320.00| 580.00000 2320.00| 700.00000 2800.00 Wood Pole | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 020 -7 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040116020 COUNTIES : BARBOUR HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 19007 |( 3 ) 13099 |F & W CONSTRUCTION CO., INC |SCOTT BRIDGE COMPANY, INC. |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 740B000 546.000 SQFT| 7.50000 4095.00| 7.50000 4095.00| 9.00000 4914.00 Construction Signs | | | 0860 740C000 109.000 SQFT| 9.60000 1046.40| 9.50000 1035.50| 10.00000 1090.00 Special Construction Signs | | | 0870 740D000 10.000 EACH| 62.00000 620.00| 62.00000 620.00| 100.00000 1000.00 Channelizing Drums | | | 0880 740E000 25.000 EACH| 10.00000 250.00| 25.00000 625.00| 15.00000 375.00 Cones (36 Inches High) | | | 0890 740F002 6.000 EACH| 160.00000 960.00| 160.00000 960.00| 200.00000 1200.00 Barricades, Type III | | | 0900 740I005 12.000 EACH| 480.00000 5760.00| 475.00000 5700.00| 550.00000 6600.00 Warning Lights, Type B (Detachable Head | | | 0910 740M001 25.000 EACH| 7.00000 175.00| 10.00000 250.00| 1.00000 25.00 Ballast For Cone | | | 0920 740O000 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Pilot Car | | | 0930 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 | $ 3,713,947.30| $ 4,485,517.39| $ 4,778,978.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,713,947.30| $ 4,485,517.39| $ 4,778,978.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20040116021 COUNTIES : HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3430(200) for constructing the Resurfacing and Traffic Stripe on Industrial Park Road from S.R.#27 to S.R.#1 (U.S.#431) in Abbeville. Length 2.135 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 221,851.95 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 231,207.24 104.2169% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040116021 COUNTIES : HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1730.000 GAL | 1.75000 3027.50| 2.25000 3892.50| Tack Coat | | | 0020 429A220 1898.000 TON | 39.65000 75255.70| 39.10000 74211.80| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0030 429A226 100.000 TON | 35.00000 3500.00| 67.60000 6760.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0040 429B220 3031.000 TON | 37.25000 112904.75| 37.30000 113056.30| Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0050 429B226 100.000 TON | 45.00000 4500.00| 62.00000 6200.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range B | | | 0060 600A000 LUMP| 10000.00000 10000.00| 13950.00000 13950.00| Mobilization | | | 0070 701A004 4.000 MILE| 340.00000 1360.00| 340.00000 1360.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0080 701A035 3.000 MILE| 1250.00000 3750.00| 1250.00000 3750.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701A045 1.000 MILE| 680.00000 680.00| 680.00000 680.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701C000 1.000 MILE| 350.00000 350.00| 350.00000 350.00| Broken Temporary Traffic Stripe | | | 0110 701C001 3.000 MILE| 390.00000 1170.00| 390.00000 1170.00| Solid Temporary Traffic Stripe | | | 0120 703A000 260.000 SQFT| 1.50000 390.00| 1.50000 390.00| Traffic Control Markings, Class 1, Type | | | A | | | 0130 703D001 260.000 SQFT| 1.50000 390.00| 1.50000 390.00| Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040116021 COUNTIES : HENRY LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A032 130.000 EACH| 5.00000 650.00| 5.00000 650.00| Pavement Markers, Class A-H, Type 1-B | | | 0150 705A037 320.000 EACH| 5.00000 1600.00| 5.00000 1600.00| Pavement Markers, Class A-H, Type 2-D | | | 0160 740B000 228.000 SQFT| 8.00000 1824.00| 7.88000 1796.64| Construction Signs | | | 0170 740O000 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| Pilot Car | | | SECTION TOTALS | $ 221,851.95| $ 231,207.24| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 221,851.95| $ 231,207.24| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20040116022 COUNTIES : LAMAR LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-3818(202) for constructing the Bridge Replacement (Precast) on C.R.#26 (Aberdeen Road) at Cut Bank Creek northwest of Vernon. Length 0.037 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07048 GLASGOW CONSTRUCTION CO., INC. $ 320,626.00 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 332,779.50 103.7906% 3 16003 PHILLIPS CONTRACTING CO., INC. $ 348,740.00 108.7685% 4 18024 RACON, INC. $ 381,355.56 118.9409% 5 01007 ALABAMA BRIDGE BUILDERS, INC. $ 382,553.00 119.3144% 6 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 404,121.00 126.0412% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040116022 COUNTIES : LAMAR LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 18036 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING |PHILLIPS CONTRACTING 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| 1000.00000 1000.00| 12500.00000 12500.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 5+16.00 | | | 0020 210A000 453.000 CUYD| 10.00000 4530.00| 4.00000 1812.00| 4.00000 1812.00 Unclassified Excavation | | | 0030 502A000 107.000 LB | 2.00000 214.00| 3.00000 321.00| 3.00000 321.00 Steel Reinforcement | | | 0040 505M000 2010.000 LF | 35.00000 70350.00| 24.00000 48240.00| 23.00000 46230.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0050 507A000 2.000 EACH| 1500.00000 3000.00| 1800.00000 3600.00| 2041.00000 4082.00 Wire Rope Abutment Anchor Assembly | | | 0060 510A000 19.000 CUYD| 500.00000 9500.00| 600.00000 11400.00| 600.00000 11400.00 Bridge Substructure Concrete, Class A | | | 0070 511A000 66.000 EACH| 50.00000 3300.00| 54.00000 3564.00| 77.50000 5115.00 Elastomeric Bearings, Type 1 | | | 0080 512A014 2.000 EACH| 2500.00000 5000.00| 2765.00000 5530.00| 3668.00000 7336.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0090 512B004 4.000 EACH| 2800.00000 11200.00| 2725.00000 10900.00| 3668.00000 14672.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0100 512C017 30.000 EACH| 3000.00000 90000.00| 3310.00000 99300.00| 3207.00000 96210.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0110 512C025 10.000 EACH| 3500.00000 35000.00| 3700.00000 37000.00| 3602.00000 36020.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512D025 6.000 EACH| 3500.00000 21000.00| 3425.00000 20550.00| 3273.00000 19638.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0130 512D030 4.000 EACH| 3500.00000 14000.00| 3525.00000 14100.00| 3265.00000 13060.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0140 512E001 16.000 EACH| 300.00000 4800.00| 386.00000 6176.00| 436.00000 6976.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0150 512F001 8.000 EACH| 450.00000 3600.00| 533.00000 4264.00| 506.00000 4048.00 Precast Concrete Wing Panels, Type W2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040116022 COUNTIES : LAMAR LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 07048 |( 2 ) 18036 |( 3 ) 16003 |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING |PHILLIPS CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512G000 4.000 EACH| 450.00000 1800.00| 530.00000 2120.00| 636.00000 2544.00 Precast Concrete Abutment Wing Cap Pane | | | 0170 600A000 LUMP| 3000.00000 3000.00| 15000.00000 15000.00| 14156.00000 14156.00 Mobilization | | | 0180 610C001 619.000 TON | 30.00000 18570.00| 19.00000 11761.00| 25.00000 15475.00 Loose Riprap, Class 2 | | | 0190 610D000 326.000 SQYD| 2.00000 652.00| 3.75000 1222.50| 2.50000 815.00 Filter Blanket | | | 0200 630C003 4.000 EACH| 1200.00000 4800.00| 1350.00000 5400.00| 1285.00000 5140.00 Guardrail End Anchor, Type 13 | | | 0210 630C050 4.000 EACH| 2000.00000 8000.00| 1350.00000 5400.00| 1250.00000 5000.00 Guardrail End Anchor, Type 20 Series | | | 0220 665F000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| 6.00000 300.00 Hay Bales | | | 0230 665J000 300.000 LF | 6.00000 1800.00| 5.00000 1500.00| 5.00000 1500.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 1000.00000 1000.00| 4600.00000 4600.00| 3500.00000 3500.00 Engineering Controls | | | 0250 740B000 141.000 SQFT| 10.00000 1410.00| 9.00000 1269.00| 150.00000 21150.00 Construction Signs | | | 0260 740F002 12.000 EACH| 200.00000 2400.00| 350.00000 4200.00| 160.00000 1920.00 Barricades, Type III | | | 0270 740I005 2.000 EACH| 100.00000 200.00| 400.00000 800.00| 160.00000 320.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 320,626.00| $ 332,779.50| $ 348,740.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 320,626.00| $ 332,779.50| $ 348,740.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040116022 COUNTIES : LAMAR LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 01007 |( 6 ) 20011 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 16972.41000 16972.41| 25000.00000 25000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 5+16.00 | | | 0020 210A000 453.000 CUYD| 11.23000 5087.19| 15.00000 6795.00| 20.00000 9060.00 Unclassified Excavation | | | 0030 502A000 107.000 LB | 0.64000 68.48| 1.00000 107.00| 5.00000 535.00 Steel Reinforcement | | | 0040 505M000 2010.000 LF | 26.76000 53787.60| 25.00000 50250.00| 25.00000 50250.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0050 507A000 2.000 EACH| 1567.05000 3134.10| 4000.00000 8000.00| 1800.00000 3600.00 Wire Rope Abutment Anchor Assembly | | | 0060 510A000 19.000 CUYD| 749.63000 14242.97| 250.00000 4750.00| 600.00000 11400.00 Bridge Substructure Concrete, Class A | | | 0070 511A000 66.000 EACH| 75.75000 4999.50| 100.00000 6600.00| 100.00000 6600.00 Elastomeric Bearings, Type 1 | | | 0080 512A014 2.000 EACH| 2668.93000 5337.86| 3500.00000 7000.00| 4000.00000 8000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0090 512B004 4.000 EACH| 2923.23000 11692.92| 3500.00000 14000.00| 4000.00000 16000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0100 512C017 30.000 EACH| 3294.39000 98831.70| 3500.00000 105000.00| 3350.00000 100500.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0110 512C025 10.000 EACH| 3708.24000 37082.40| 3500.00000 35000.00| 3950.00000 39500.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512D025 6.000 EACH| 3280.46000 19682.76| 3500.00000 21000.00| 3900.00000 23400.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0130 512D030 4.000 EACH| 3253.15000 13012.60| 3500.00000 14000.00| 3900.00000 15600.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0140 512E001 16.000 EACH| 658.70000 10539.20| 500.00000 8000.00| 600.00000 9600.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0150 512F001 8.000 EACH| 757.79000 6062.32| 500.00000 4000.00| 700.00000 5600.00 Precast Concrete Wing Panels, Type W2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040116022 COUNTIES : LAMAR LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 18024 |( 5 ) 01007 |( 6 ) 20011 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512G000 4.000 EACH| 710.05000 2840.20| 500.00000 2000.00| 550.00000 2200.00 Precast Concrete Abutment Wing Cap Pane | | | 0170 600A000 LUMP| 41183.06000 41183.06| 32000.00000 32000.00| 20000.00000 20000.00 Mobilization | | | 0180 610C001 619.000 TON | 24.37000 15085.03| 21.00000 12999.00| 32.00000 19808.00 Loose Riprap, Class 2 | | | 0190 610D000 326.000 SQYD| 1.84000 599.84| 2.00000 652.00| 5.00000 1630.00 Filter Blanket | | | 0200 630C003 4.000 EACH| 1475.14000 5900.56| 1285.00000 5140.00| 2100.00000 8400.00 Guardrail End Anchor, Type 13 | | | 0210 630C050 4.000 EACH| 1434.96000 5739.84| 1250.00000 5000.00| 2000.00000 8000.00 Guardrail End Anchor, Type 20 Series | | | 0220 665F000 50.000 EACH| 5.00000 250.00| 5.00000 250.00| 10.00000 500.00 Hay Bales | | | 0230 665J000 300.000 LF | 2.24000 672.00| 2.00000 600.00| 10.00000 3000.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 5018.06000 5018.06| 10000.00000 10000.00| 8000.00000 8000.00 Engineering Controls | | | 0250 740B000 141.000 SQFT| 8.04000 1133.64| 10.00000 1410.00| 18.00000 2538.00 Construction Signs | | | 0260 740F002 12.000 EACH| 172.20000 2066.40| 215.00000 2580.00| 400.00000 4800.00 Barricades, Type III | | | 0270 740I005 2.000 EACH| 166.46000 332.92| 210.00000 420.00| 300.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 381,355.56| $ 382,553.00| $ 404,121.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 381,355.56| $ 382,553.00| $ 404,121.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20040116024 COUNTIES : LIMESTONE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4200(210) for constructing the Bridge Replacements (2 Bridge Culverts) ACGBBR-4217(201) on Myers Road at Four Mile Branch northwest of Athens and on Flanagan Road at Dobbins Branch southwest of Lester. Length 0.187 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 286,989.20 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 350,463.75 122.1174% 3 19124 SMITH PAVING, INC. $ 364,510.50 127.0119% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040116024 COUNTIES : LIMESTONE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 07048 |( 3 ) 19124 |BURGREEN CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., I |SMITH PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 11000.00000 11000.00| 2000.00000 2000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 18+26.00 | | | 0020 206A001 LUMP| 11000.00000 11000.00| 2000.00000 2000.00| 8000.00000 8000.00 Removal Of Old Bridge, Station 9+86.00 | | | 0030 210A000 204.000 CUYD| 10.00000 2040.00| 12.00000 2448.00| 4.00000 816.00 Unclassified Excavation | | | 0040 210D001 425.000 CUYD| 11.00000 4675.00| 12.00000 5100.00| 12.00000 5100.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 214A000 1747.000 CUYD| 10.00000 17470.00| 15.00000 26205.00| 15.00000 26205.00 Structure Excavation | | | 0060 214B001 281.000 CUYD| 18.00000 5058.00| 20.00000 5620.00| 28.00000 7868.00 Foundation Backfill, Commercial | | | 0070 230A000 10.000 RBST| 100.00000 1000.00| 1000.00000 10000.00| 400.00000 4000.00 Roadbed Processing | | | 0080 301A012 2223.000 SQYD| 5.00000 11115.00| 8.00000 17784.00| 7.00000 15561.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2223.000 SQYD| 0.20000 444.60| 0.75000 1667.25| 0.50000 1111.50 Bituminous Treatment A | | | 0100 405A000 63.000 GAL | 4.00000 252.00| 1.50000 94.50| 5.00000 315.00 Tack Coat | | | 0110 429A200 133.000 TON | 55.00000 7315.00| 75.00000 9975.00| 70.00000 9310.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0120 429C201 375.000 TON | 48.00000 18000.00| 70.00000 26250.00| 60.00000 22500.00 Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0130 502A000 63052.000 LB | 0.55000 34678.60| 0.50000 31526.00| 0.50000 31526.00 Steel Reinforcement | | | 0140 524A011 379.000 CUYD| 275.00000 104225.00| 300.00000 113700.00| 310.00000 117490.00 Culvert Concrete (Cast In Place) | | | 0150 600A000 LUMP| 12500.00000 12500.00| 10000.00000 10000.00| 30000.00000 30000.00 Mobilization | | | 0160 610C001 342.000 TON | 19.00000 6498.00| 30.00000 10260.00| 34.00000 11628.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040116024 COUNTIES : LIMESTONE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( 2 ) 07048 |( 3 ) 19124 |BURGREEN CONTRACTING CO., I |GLASGOW CONSTRUCTION CO., I |SMITH PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 610D003 270.000 SQYD| 3.00000 810.00| 2.00000 540.00| 2.00000 540.00 Filter Blanket, Geotextile | | | 0180 629A004 148.000 LF | 60.00000 8880.00| 200.00000 29600.00| 140.00000 20720.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0190 630A001 300.000 LF | 13.50000 4050.00| 14.00000 4200.00| 16.00000 4800.00 Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C003 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1450.00000 5800.00 Guardrail End Anchor, Type 13 | | | 0210 630C050 4.000 EACH| 1450.00000 5800.00| 1500.00000 6000.00| 1750.00000 7000.00 Guardrail End Anchor, Type 20 Series | | | 0220 650A000 32.000 CUYD| 15.00000 480.00| 12.00000 384.00| 12.00000 384.00 Topsoil | | | 0230 650B000 138.000 CUYD| 2.00000 276.00| 10.00000 1380.00| 4.00000 552.00 Topsoil From Stockpiles | | | 0240 652A053 2.000 ACRE| 100.00000 200.00| 500.00000 1000.00| 1200.00000 2400.00 Seeding (Mix 1E) | | | 0250 656A000 2.000 ACRE| 100.00000 200.00| 500.00000 1000.00| 1200.00000 2400.00 Mulching, Class A, Type 1 | | | 0260 665F000 32.000 EACH| 6.00000 192.00| 10.00000 320.00| 5.00000 160.00 Hay Bales | | | 0270 665J000 1140.000 LF | 4.00000 4560.00| 6.00000 6840.00| 4.00000 4560.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 100.00000 100.00| 10000.00000 10000.00| 3000.00000 3000.00 Engineering Controls | | | 0290 701A004 2.000 MILE| 100.00000 200.00| 500.00000 1000.00| 1100.00000 2200.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0300 701A012 2.000 MILE| 100.00000 200.00| 500.00000 1000.00| 1100.00000 2200.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0310 740B000 377.000 SQFT| 10.00000 3770.00| 10.00000 3770.00| 12.00000 4524.00 Construction Signs | | | 0320 740F002 16.000 EACH| 300.00000 4800.00| 200.00000 3200.00| 165.00000 2640.00 Barricades, Type III | | | 0330 740I005 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 150.00000 1200.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 286,989.20| $ 350,463.75| $ 364,510.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 286,989.20| $ 350,463.75| $ 364,510.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20040116026 COUNTIES : MARENGO LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4610(201) For constructing the Bridge Replacement (Precast) on C.R.#44 at Powell Creek east of Providence. Length 0.053 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 522,168.23 100.0000% 2 02088 B & B ENGINEERING & DESIGN $ 581,065.00 111.2793% 3 13099 MCINNIS, LLC $ 637,509.00 122.0888% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040116026 COUNTIES : MARENGO LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 02088 |( 3 ) 13099 |RACON, INC. |B & B ENGINEERING & DESIGN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 22463.44000 22463.44| 65000.00000 65000.00| 66000.00000 66000.00 Removal Of Old Bridge, Station 389+88.1 | | | 0020 210A000 765.000 CUYD| 9.15000 6999.75| 10.00000 7650.00| 7.00000 5355.00 Unclassified Excavation | | | 0030 502A000 360.000 LB | 0.64000 230.40| 2.00000 720.00| 1.00000 360.00 Steel Reinforcement | | | 0040 505M000 1950.000 LF | 31.80000 62010.00| 24.00000 46800.00| 21.00000 40950.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0050 505M008 750.000 LF | 41.20000 30900.00| 32.00000 24000.00| 29.00000 21750.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0060 507A000 2.000 EACH| 1910.00000 3820.00| 3500.00000 7000.00| 3500.00000 7000.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 56.000 CUYD| 528.12000 29574.72| 600.00000 33600.00| 460.00000 25760.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 88.000 EACH| 79.41000 6988.08| 100.00000 8800.00| 100.00000 8800.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 2.000 EACH| 2593.79000 5187.58| 3500.00000 7000.00| 3300.00000 6600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 6.000 EACH| 2541.74000 15250.44| 3700.00000 22200.00| 4000.00000 24000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C017 42.000 EACH| 3228.60000 135601.20| 3000.00000 126000.00| 4000.00000 168000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0120 512C025 14.000 EACH| 3562.43000 49874.02| 3100.00000 43400.00| 4200.00000 58800.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0130 512D025 10.000 EACH| 3291.62000 32916.20| 3750.00000 37500.00| 4000.00000 40000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0140 512D030 4.000 EACH| 3287.04000 13148.16| 3750.00000 15000.00| 4000.00000 16000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0150 512E002 16.000 EACH| 658.24000 10531.84| 800.00000 12800.00| 600.00000 9600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040116026 COUNTIES : MARENGO LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 02088 |( 3 ) 13099 |RACON, INC. |B & B ENGINEERING & DESIGN |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512F002 8.000 EACH| 870.84000 6966.72| 900.00000 7200.00| 750.00000 6000.00 Precast Concrete Wing Panels, Type W3 | | | 0170 512G000 4.000 EACH| 752.27000 3009.08| 900.00000 3600.00| 600.00000 2400.00 Precast Concrete Abutment Wing Cap Pane | | | 0180 600A000 LUMP| 51166.72000 51166.72| 55000.00000 55000.00| 73000.00000 73000.00 Mobilization | | | 0190 610C001 475.000 TON | 26.79000 12725.25| 35.00000 16625.00| 28.00000 13300.00 Loose Riprap, Class 2 | | | 0200 610D000 380.000 SQYD| 1.86000 706.80| 6.00000 2280.00| 3.50000 1330.00 Filter Blanket | | | 0210 630C003 4.000 EACH| 1262.77000 5051.08| 2000.00000 8000.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1320.16000 5280.64| 2000.00000 8000.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0230 665F000 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 10.00000 500.00 Hay Bales | | | 0240 665J000 400.000 LF | 2.19000 876.00| 8.00000 3200.00| 5.00000 2000.00 Silt Fence, Type A | | | 0250 680A000 LUMP| 7434.15000 7434.15| 10000.00000 10000.00| 25000.00000 25000.00 Engineering Controls | | | 0260 740B000 186.000 SQFT| 8.04000 1495.44| 15.00000 2790.00| 14.00000 2604.00 Construction Signs | | | 0270 740F002 8.000 EACH| 172.20000 1377.60| 650.00000 5200.00| 250.00000 2000.00 Barricades, Type III | | | 0280 740I005 2.000 EACH| 166.46000 332.92| 600.00000 1200.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 522,168.23| $ 581,065.00| $ 637,509.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 522,168.23| $ 581,065.00| $ 637,509.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20040116027 COUNTIES : PIKE LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN04(201) for constructing the Bridge Replacements (3 Precast) and ACGBBRZ-5527(200) Approaches at various sites as indicated on the plans. Length 0.136 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 787,773.87 100.0000% 2 13099 MCINNIS, LLC $ 814,960.50 103.4511% 3 13021 MURPHREE BRIDGE CORPORATION $ 823,010.36 104.4729% 4 14008 NEWELL & BUSH, INC. $ 926,858.00 117.6553% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040116027 COUNTIES : PIKE LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13099 |( 3 ) 13021 |F & W CONSTRUCTION CO., INC |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 24000.00000 24000.00| 20000.00000 20000.00| 7500.00000 7500.00 Removal Of Old Bridge, Station 9+39.50 | | | 0020 206A001 LUMP| 20000.00000 20000.00| 12000.00000 12000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 9+98.06 | | | 0030 206A002 LUMP| 40000.00000 40000.00| 20000.00000 20000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 9+31.31 | | | 0040 210A000 774.000 CUYD| 8.00000 6192.00| 10.00000 7740.00| 10.00000 7740.00 Unclassified Excavation | | | 0050 210D021 293.000 CUYD| 10.00000 2930.00| 12.00000 3516.00| 15.00000 4395.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 230A000 4.000 RBST| 250.00000 1000.00| 500.00000 2000.00| 800.00000 3200.00 Roadbed Processing | | | 0070 301A042 1089.000 SQYD| 8.00000 8712.00| 4.00000 4356.00| 7.00000 7623.00 Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0080 401A000 817.000 SQYD| 1.00000 817.00| 1.50000 1225.50| 0.75000 612.75 Bituminous Treatment A | | | 0090 429A201 65.000 TON | 70.00000 4550.00| 160.00000 10400.00| 155.00000 10075.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 502A001 227.000 LB | 1.00000 227.00| 2.50000 567.50| 2.50000 567.50 Steel Reinforcement (Grade 60) | | | 0110 505A030 6.000 EACH| 2000.00000 12000.00| 2000.00000 12000.00| 2000.00000 12000.00 Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0120 505B100 6.000 EACH| 2000.00000 12000.00| 2000.00000 12000.00| 2000.00000 12000.00 Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0130 505M000 4250.000 LF | 12.00000 51000.00| 18.00000 76500.00| 14.00000 59500.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0140 507A000 6.000 EACH| 3000.00000 18000.00| 2500.00000 15000.00| 2000.00000 12000.00 Wire Rope Abutment Anchor Assembly | | | 0150 510A000 47.000 CUYD| 350.00000 16450.00| 350.00000 16450.00| 300.00000 14100.00 Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040116027 COUNTIES : PIKE LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13099 |( 3 ) 13021 |F & W CONSTRUCTION CO., INC |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 511A000 154.000 EACH| 85.00000 13090.00| 60.00000 9240.00| 60.00000 9240.00 Elastomeric Bearings, Type 1 | | | 0170 512A014 6.000 EACH| 4000.00000 24000.00| 3300.00000 19800.00| 3005.00000 18030.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0180 512B004 8.000 EACH| 4000.00000 32000.00| 3500.00000 28000.00| 3520.00000 28160.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0190 512C004 66.000 EACH| 3000.00000 198000.00| 3475.00000 229350.00| 3470.00000 229020.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0200 512C007 22.000 EACH| 3000.00000 66000.00| 3550.00000 78100.00| 3560.00000 78320.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0210 512D002 12.000 EACH| 3000.00000 36000.00| 3300.00000 39600.00| 3815.00000 45780.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D005 10.000 EACH| 3000.00000 30000.00| 3300.00000 33000.00| 3850.00000 38500.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0230 512E000 40.000 EACH| 500.00000 20000.00| 225.00000 9000.00| 210.00000 8400.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0240 512E001 8.000 EACH| 500.00000 4000.00| 350.00000 2800.00| 300.00000 2400.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0250 512F000 20.000 EACH| 600.00000 12000.00| 350.00000 7000.00| 365.00000 7300.00 Precast Concrete Wing Panels, Type W1 | | | 0260 512F001 4.000 EACH| 782.46000 3129.84| 400.00000 1600.00| 530.00000 2120.00 Precast Concrete Wing Panels, Type W2 | | | 0270 512G000 12.000 EACH| 716.49000 8597.88| 400.00000 4800.00| 435.00000 5220.00 Precast Concrete Abutment Wing Cap Pane | | | 0280 600A000 LUMP| 30000.00000 30000.00| 42980.00000 42980.00| 85468.46000 85468.46 Mobilization | | | 0290 610C001 810.000 TON | 35.00000 28350.00| 28.00000 22680.00| 25.00000 20250.00 Loose Riprap, Class 2 | | | 0300 610D003 810.000 SQYD| 2.00000 1620.00| 2.50000 2025.00| 2.50000 2025.00 Filter Blanket, Geotextile | | | 0310 630C003 12.000 EACH| 1400.00000 16800.00| 1000.00000 12000.00| 1000.00000 12000.00 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040116027 COUNTIES : PIKE LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 06001 |( 2 ) 13099 |( 3 ) 13021 |F & W CONSTRUCTION CO., INC |MCINNIS, LLC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 630C070 12.000 EACH| 1700.00000 20400.00| 1300.00000 15600.00| 1275.00000 15300.00 Guardrail End Anchor, Type 10 Series | | | 0330 650A000 130.000 CUYD| 10.00000 1300.00| 15.00000 1950.00| 20.00000 2600.00 Topsoil | | | 0340 652A061 1.000 ACRE| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 Seeding (Mix 3E) | | | 0350 656A000 1.000 ACRE| 500.00000 500.00| 1000.00000 1000.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0360 665F000 165.000 EACH| 5.00000 825.00| 4.50000 742.50| 8.00000 1320.00 Hay Bales | | | 0370 665J000 2427.000 LF | 2.95000 7159.65| 4.00000 9708.00| 2.95000 7159.65 Silt Fence, Type A | | | 0380 680A000 LUMP| 2000.00000 2000.00| 12000.00000 12000.00| 11000.00000 11000.00 Engineering Controls | | | 0390 701A031 1.000 MILE| 1.00000 1.00| 2000.00000 2000.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0400 701A035 1.000 MILE| 1.00000 1.00| 2500.00000 2500.00| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0410 701A045 1.000 MILE| 1.00000 1.00| 1000.00000 1000.00| 1000.00000 1000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0420 701C000 1.000 MILE| 1.00000 1.00| 750.00000 750.00| 750.00000 750.00 Broken Temporary Traffic Stripe | | | 0430 701C001 1.000 MILE| 1.00000 1.00| 750.00000 750.00| 750.00000 750.00 Solid Temporary Traffic Stripe | | | 0440 740B000 423.000 SQFT| 9.50000 4018.50| 10.00000 4230.00| 8.00000 3384.00 Construction Signs | | | 0450 740F002 24.000 EACH| 200.00000 4800.00| 200.00000 4800.00| 150.00000 3600.00 Barricades, Type III | | | 0460 740I005 12.000 EACH| 400.00000 4800.00| 100.00000 1200.00| 175.00000 2100.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 787,773.87| $ 814,960.50| $ 823,010.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 787,773.87| $ 814,960.50| $ 823,010.36 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 027 -5 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040116027 COUNTIES : PIKE LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 32000.00000 32000.00| | Removal Of Old Bridge, Station 9+39.50 | | | 0020 206A001 LUMP| 12000.00000 12000.00| | Removal Of Old Bridge, Station 9+98.06 | | | 0030 206A002 LUMP| 38000.00000 38000.00| | Removal Of Old Bridge, Station 9+31.31 | | | 0040 210A000 774.000 CUYD| 12.00000 9288.00| | Unclassified Excavation | | | 0050 210D021 293.000 CUYD| 16.00000 4688.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0060 230A000 4.000 RBST| 900.00000 3600.00| | Roadbed Processing | | | 0070 301A042 1089.000 SQYD| 8.00000 8712.00| | Granular Soil Base Course, Type A, Road | | | Mixed, 6" Compacted Thickness | | | 0080 401A000 817.000 SQYD| 2.00000 1634.00| | Bituminous Treatment A | | | 0090 429A201 65.000 TON | 175.00000 11375.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 502A001 227.000 LB | 1.50000 340.50| | Steel Reinforcement (Grade 60) | | | 0110 505A030 6.000 EACH| 2000.00000 12000.00| | Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0120 505B100 6.000 EACH| 2000.00000 12000.00| | Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0130 505M000 4250.000 LF | 25.00000 106250.00| | Steel Piling Furnished And | | | Driven(HP10x42) | | | 0140 507A000 6.000 EACH| 2000.00000 12000.00| | Wire Rope Abutment Anchor Assembly | | | 0150 510A000 47.000 CUYD| 600.00000 28200.00| | Bridge Substructure Concrete, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 027 -6 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040116027 COUNTIES : PIKE LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 511A000 154.000 EACH| 70.00000 10780.00| | Elastomeric Bearings, Type 1 | | | 0170 512A014 6.000 EACH| 3200.00000 19200.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0180 512B004 8.000 EACH| 3300.00000 26400.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0190 512C004 66.000 EACH| 2800.00000 184800.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0200 512C007 22.000 EACH| 3000.00000 66000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0210 512D002 12.000 EACH| 2800.00000 33600.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0220 512D005 10.000 EACH| 3600.00000 36000.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0230 512E000 40.000 EACH| 800.00000 32000.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0240 512E001 8.000 EACH| 500.00000 4000.00| | Precast Concrete Abutment Panels, Type | | | A2 | | | 0250 512F000 20.000 EACH| 500.00000 10000.00| | Precast Concrete Wing Panels, Type W1 | | | 0260 512F001 4.000 EACH| 1200.00000 4800.00| | Precast Concrete Wing Panels, Type W2 | | | 0270 512G000 12.000 EACH| 380.00000 4560.00| | Precast Concrete Abutment Wing Cap Pane | | | 0280 600A000 LUMP| 90000.00000 90000.00| | Mobilization | | | 0290 610C001 810.000 TON | 27.00000 21870.00| | Loose Riprap, Class 2 | | | 0300 610D003 810.000 SQYD| 8.00000 6480.00| | Filter Blanket, Geotextile | | | 0310 630C003 12.000 EACH| 1050.00000 12600.00| | Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 027 -7 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040116027 COUNTIES : PIKE LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 630C070 12.000 EACH| 1250.00000 15000.00| | Guardrail End Anchor, Type 10 Series | | | 0330 650A000 130.000 CUYD| 6.00000 780.00| | Topsoil | | | 0340 652A061 1.000 ACRE| 1200.00000 1200.00| | Seeding (Mix 3E) | | | 0350 656A000 1.000 ACRE| 1200.00000 1200.00| | Mulching, Class A, Type 1 | | | 0360 665F000 165.000 EACH| 12.00000 1980.00| | Hay Bales | | | 0370 665J000 2427.000 LF | 6.50000 15775.50| | Silt Fence, Type A | | | 0380 680A000 LUMP| 10000.00000 10000.00| | Engineering Controls | | | 0390 701A031 1.000 MILE| 2500.00000 2500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0400 701A035 1.000 MILE| 3200.00000 3200.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0410 701A045 1.000 MILE| 1500.00000 1500.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0420 701C000 1.000 MILE| 1000.00000 1000.00| | Broken Temporary Traffic Stripe | | | 0430 701C001 1.000 MILE| 1000.00000 1000.00| | Solid Temporary Traffic Stripe | | | 0440 740B000 423.000 SQFT| 15.00000 6345.00| | Construction Signs | | | 0450 740F002 24.000 EACH| 250.00000 6000.00| | Barricades, Type III | | | 0460 740I005 12.000 EACH| 350.00000 4200.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 926,858.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 926,858.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20040116029 COUNTIES : ST. CLAIR LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5801(200) for constructing the Resurfacing and Traffic Stripe on Kelly Creek Road from the Shelby County Line to C.R.#54. Length 3.339 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 263,087.10 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 265,588.28 100.9507% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 281,974.71 107.1792% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040116029 COUNTIES : ST. CLAIR LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( 3 ) 04013 |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Roadway | | | 0010 305A000 970.000 CUYD| 15.00000 14550.00| 15.25000 14792.50| 16.57000 16072.90 Borrow, Section 210, For Miscellaneous | | | Use | | | 0020 405A000 2350.000 GAL | 1.25000 2937.50| 1.07000 2514.50| 1.06000 2491.00 Tack Coat | | | 0030 429A200 2580.000 TON | 36.30000 93654.00| 37.77000 97446.60| 41.14000 106141.20 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429B208 3400.000 TON | 34.10000 115940.00| 34.20000 116280.00| 35.58000 120972.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 10450.00000 10450.00| 2624.50000 2624.50| 5025.51000 5025.51 Mobilization | | | 0060 701A031 7.000 MILE| 1050.00000 7350.00| 1155.00000 8085.00| 1226.95000 8588.65 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0070 701A035 6.000 MILE| 1250.00000 7500.00| 1365.00000 8190.00| 1460.65000 8763.90 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701A045 2.000 MILE| 680.00000 1360.00| 892.50000 1785.00| 794.59000 1589.18 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701C000 2.000 MILE| 380.00000 760.00| 315.00000 630.00| 444.04000 888.08 Broken Temporary Traffic Stripe | | | 0100 701C001 12.000 MILE| 460.00000 5520.00| 420.00000 5040.00| 537.52000 6450.24 Solid Temporary Traffic Stripe | | | 0110 703A002 100.000 SQFT| 5.00000 500.00| 2.94000 294.00| 5.84000 584.00 Traffic Control Markings, Class 2, Type | | | A | | | 0120 740B000 198.000 SQFT| 12.70000 2514.60| 8.40000 1663.20| 8.61000 1704.78 Construction Signs | | | 0130 740E000 50.000 EACH| 1.00000 50.00| 15.75000 787.50| 12.30000 615.00 Cones (36 Inches High) | | | 0140 740O000 1.000 EACH| 1.00000 1.00| 5455.48000 5455.48| 2088.27000 2088.27 Pilot Car | | | SECTION TOTALS | $ 263,087.10| $ 265,588.28| $ 281,974.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 263,087.10| $ 265,588.28| $ 281,974.71 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20040116030 COUNTIES : SHELBY LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 CONTRACT TIME : 360 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BRZ-5900(204) for constructing the Bridge Replacement and Approaches on C.R.#107 over Spring Creek south of Scottsdale. Length - 0.415 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16032 PRICHARD CONSTRUCTION COMPANY $ 888,897.45 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 932,034.00 104.8528% 3 19121 BOB SMITH CONSTRUCTION, INC. $ 949,544.75 106.8228% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040116030 COUNTIES : SHELBY LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 01007 |( 3 ) 19121 |PRICHARD CONSTRUCTION COMPA |ALABAMA BRIDGE BUILDERS, IN |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| 10000.00000 10000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 4 Acres) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 60000.00000 60000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 14+60.13 | | | 0030 206D000 152.000 LF | 10.00000 1520.00| 6.00000 912.00| 10.00000 1520.00 Removing Pipe | | | 0040 206E000 2.000 EACH| 200.00000 400.00| 150.00000 300.00| 500.00000 1000.00 Removing Headwalls | | | 0050 210A000 11795.000 CUYD| 4.00000 47180.00| 3.65000 43051.75| 3.25000 38333.75 Unclassified Excavation | | | 0060 210D000 7763.000 CUYD| 6.50000 50459.50| 8.25000 64044.75| 5.75000 44637.25 Borrow Excavation | | | 0070 215A000 220.000 CUYD| 10.00000 2200.00| 15.00000 3300.00| 20.00000 4400.00 Unclassified Bridge Excavation | | | 0080 215B000 LUMP| 25000.00000 25000.00| 5000.00000 5000.00| 2500.00000 2500.00 Cofferdams Or Sheeting And Shoring, | | | Station 14+21.50 | | | 0090 230A000 19.000 RBST| 550.00000 10450.00| 325.00000 6175.00| 400.00000 7600.00 Roadbed Processing | | | 0100 301A004 14290.000 SQYD| 4.25000 60732.50| 3.00000 42870.00| 4.00000 57160.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0110 401A000 4947.000 SQYD| 0.45000 2226.15| 0.45000 2226.15| 0.75000 3710.25 Bituminous Treatment A | | | 0120 405A000 100.000 GAL | 2.00000 200.00| 2.00000 200.00| 5.00000 500.00 Tack Coat | | | 0130 429A200 428.000 TON | 55.00000 23540.00| 40.00000 17120.00| 45.00000 19260.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0140 429A207 100.000 TON | 60.00000 6000.00| 49.00000 4900.00| 60.00000 6000.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0150 429B201 693.000 TON | 55.00000 38115.00| 37.00000 25641.00| 40.00000 27720.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040116030 COUNTIES : SHELBY LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 01007 |( 3 ) 19121 |PRICHARD CONSTRUCTION COMPA |ALABAMA BRIDGE BUILDERS, IN |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 429C211 11.000 TON | 160.00000 1760.00| 150.00000 1650.00| 200.00000 2200.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0170 430B000 200.000 TON | 30.00000 6000.00| 17.50000 3500.00| 25.00000 5000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0180 502A001 10506.000 LB | 0.55000 5778.30| 0.60000 6303.60| 0.75000 7879.50 Steel Reinforcement (Grade 60) | | | 0190 502B000 LUMP| 15416.50000 15416.50| 17000.00000 17000.00| 21100.00000 21100.00 Steel Reinforcement For Bridge | | | Superstructure, Station 14+21.5 (Approx.| | | 28030 Lbs.) | | | 0200 505G003 24.000 EACH| 125.00000 3000.00| 130.00000 3120.00| 225.00000 5400.00 Pile Points (Type A, 12") | | | 0210 505G004 10.000 EACH| 150.00000 1500.00| 135.00000 1350.00| 200.00000 2000.00 Pile Points (Type A, 14") | | | 0220 505H000 867.000 LF | 145.00000 125715.00| 90.00000 78030.00| 255.00000 221085.00 Pilot Holes | | | 0230 505M004 273.000 LF | 33.00000 9009.00| 25.00000 6825.00| 130.00000 35490.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0240 505M008 738.000 LF | 28.00000 20664.00| 25.00000 18450.00| 90.00000 66420.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0250 508A000 8097.000 LB | 3.00000 24291.00| 5.00000 40485.00| 2.50000 20242.50 Structural Steel | | | 0260 510A000 128.000 CUYD| 300.00000 38400.00| 400.00000 51200.00| 300.00000 38400.00 Bridge Substructure Concrete, Class A | | | 0270 510C001 LUMP| 59950.00000 59950.00| 78000.00000 78000.00| 35500.00000 35500.00 Bridge Concrete Superstructure , | | | Station 14+21.5 (Approx. 109 Cu Yds) | | | 0280 510E000 314.000 SQYD| 6.50000 2041.00| 9.00000 2826.00| 9.00000 2826.00 Grooving Concrete Bridge Decks | | | 0290 511A004 24.000 EACH| 500.00000 12000.00| 300.00000 7200.00| 75.00000 1800.00 Elastomeric Bearings, Type 4 (Mark B1) | | | 0300 513B003 465.000 LF | 65.00000 30225.00| 100.00000 46500.00| 80.00000 37200.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0310 535A000 120.000 LF | 25.00000 3000.00| 10.00000 1200.00| 15.00000 1800.00 15" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 030 -4 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040116030 COUNTIES : SHELBY LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 01007 |( 3 ) 19121 |PRICHARD CONSTRUCTION COMPA |ALABAMA BRIDGE BUILDERS, IN |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 535A001 222.000 LF | 28.00000 6216.00| 17.00000 3774.00| 20.00000 4440.00 18" Side Drain Pipe | | | 0330 535A002 28.000 LF | 40.00000 1120.00| 24.00000 672.00| 30.00000 840.00 24" Side Drain Pipe | | | 0340 600A000 LUMP| 50000.00000 50000.00| 109300.00000 109300.00| 70000.00000 70000.00 Mobilization | | | 0350 602A000 16.000 EACH| 180.00000 2880.00| 115.00000 1840.00| 150.00000 2400.00 Right Of Way Markers | | | 0360 610C001 1077.000 TON | 30.00000 32310.00| 17.00000 18309.00| 20.00000 21540.00 Loose Riprap, Class 2 | | | 0370 610D003 614.000 SQYD| 6.00000 3684.00| 2.00000 1228.00| 3.50000 2149.00 Filter Blanket, Geotextile | | | 0380 619A100 8.000 EACH| 300.00000 2400.00| 400.00000 3200.00| 400.00000 3200.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0390 619A101 10.000 EACH| 300.00000 3000.00| 425.00000 4250.00| 425.00000 4250.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0400 619A102 2.000 EACH| 400.00000 800.00| 450.00000 900.00| 500.00000 1000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0410 630C003 4.000 EACH| 1400.00000 5600.00| 1150.00000 4600.00| 1500.00000 6000.00 Guardrail End Anchor, Type 13 | | | 0420 630C070 4.000 EACH| 1250.00000 5000.00| 1280.00000 5120.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0430 636A000 955.000 LF | 8.00000 7640.00| 4.65000 4440.75| 7.00000 6685.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0440 636A002 1433.000 LF | 6.00000 8598.00| 5.00000 7165.00| 8.00000 11464.00 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0450 637A000 260.000 LF | 12.00000 3120.00| 10.00000 2600.00| 8.00000 2080.00 Fence Reset | | | 0460 650A000 1500.000 CUYD| 12.00000 18000.00| 6.00000 9000.00| 9.50000 14250.00 Topsoil | | | 0470 652A053 4.000 ACRE| 1200.00000 4800.00| 750.00000 3000.00| 800.00000 3200.00 Seeding (Mix 1E) | | | 0480 656A001 4.000 ACRE| 1200.00000 4800.00| 500.00000 2000.00| 750.00000 3000.00 Mulching, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 030 -5 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040116030 COUNTIES : SHELBY LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16032 |( 2 ) 01007 |( 3 ) 19121 |PRICHARD CONSTRUCTION COMPA |ALABAMA BRIDGE BUILDERS, IN |BOB SMITH CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 665A000 1.000 ACRE| 800.00000 800.00| 400.00000 400.00| 500.00000 500.00 Temporary Seeding | | | 0500 665B000 1.000 ACRE| 800.00000 800.00| 400.00000 400.00| 500.00000 500.00 Temporary Mulching | | | 0510 665F000 1000.000 EACH| 8.00000 8000.00| 5.00000 5000.00| 6.00000 6000.00 Hay Bales | | | 0520 665J000 4400.000 LF | 6.50000 28600.00| 3.00000 13200.00| 2.50000 11000.00 Silt Fence, Type A | | | 0530 680A000 LUMP| 25000.00000 25000.00| 68000.00000 68000.00| 12500.00000 12500.00 Engineering Controls | | | 0540 701A031 1.000 MILE| 1200.00000 1200.00| 900.00000 900.00| 1500.00000 1500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0550 701A035 1.000 MILE| 1600.00000 1600.00| 1100.00000 1100.00| 1500.00000 1500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0560 701C001 1.000 MILE| 800.00000 800.00| 300.00000 300.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0570 705A037 55.000 EACH| 12.00000 660.00| 5.00000 275.00| 10.00000 550.00 Pavement Markers, Class A-H, Type 2-D | | | 0580 740B000 453.000 SQFT| 10.50000 4756.50| 10.00000 4530.00| 12.50000 5662.50 Construction Signs | | | 0590 740E000 50.000 EACH| 80.00000 4000.00| 15.00000 750.00| 15.00000 750.00 Cones (36 Inches High) | | | 0600 740F002 8.000 EACH| 300.00000 2400.00| 225.00000 1800.00| 200.00000 1600.00 Barricades, Type III | | | 0610 740I005 4.000 EACH| 385.00000 1540.00| 650.00000 2600.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 888,897.45| $ 932,034.00| $ 949,544.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 888,897.45| $ 932,034.00| $ 949,544.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20040116031 COUNTIES : TUSCALOOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6300(212) for constructing the Bridge Replacement on Old Fayette Road at Binion Creek south of New Lexington. Length 0.053 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19121 BOB SMITH CONSTRUCTION, INC. $ 592,966.30 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 666,574.00 112.4135% 3 18024 RACON, INC. $ 704,625.94 118.8307% 4 13036 THE MORRIS GROUP, INC. $ 729,751.40 123.0679% 5 16003 PHILLIPS CONTRACTING CO., INC. $ 799,774.80 134.8769% 6 13099 MCINNIS, LLC $ 881,091.00 148.5904% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040116031 COUNTIES : TUSCALOOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 01007 |( 3 ) 18024 |BOB SMITH CONSTRUCTION, INC |ALABAMA BRIDGE BUILDERS, IN |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 ACRE) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 20000.00000 20000.00| 27829.90000 27829.90 Removal Of Old Bridge, Station 9+59.00 | | | 0030 502A001 43524.000 LB | 0.70000 30466.80| 0.50000 21762.00| 0.52000 22632.48 Steel Reinforcement (Grade 60) | | | 0040 502B000 LUMP| 44525.00000 44525.00| 40000.00000 40000.00| 33313.48000 33313.48 Steel Reinforcement For Bridge | | | Superstructure, STA 8+25.00 APPROX | | | 63602 LBS | | | 0050 505M002 464.000 LF | 60.00000 27840.00| 24.00000 11136.00| 40.29000 18694.56 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 506A000 90.000 LF | 325.00000 29250.00| 332.00000 29880.00| 357.93000 32213.70 Drilled Shaft Excavation, 4'-6" Diamete | | | 0070 506B004 54.000 LF | 525.00000 28350.00| 541.50000 29241.00| 583.93000 31532.22 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0080 506C043 150.000 LF | 100.00000 15000.00| 110.00000 16500.00| 114.72000 17208.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0090 506F001 96.000 LF | 175.00000 16800.00| 155.00000 14880.00| 166.35000 15969.60 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0100 506G003 6.000 EACH| 250.00000 1500.00| 250.00000 1500.00| 229.44000 1376.64 Crosshole Sonic Logging, 4'-6" Diameter | | | 0110 508A000 6414.000 LB | 2.50000 16035.00| 5.00000 32070.00| 3.07000 19690.98 Structural Steel | | | 0120 510A000 139.000 CUYD| 300.00000 41700.00| 300.00000 41700.00| 454.98000 63242.22 Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 85000.00000 85000.00| 129000.00000 129000.00| 135477.08000 135477.08 Bridge Concrete Superstructure, STA | | | 8+25.00 APPROX 258 CU YDS | | | 0140 510E000 747.000 SQYD| 6.00000 4482.00| 4.00000 2988.00| 4.59000 3428.73 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040116031 COUNTIES : TUSCALOOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 19121 |( 2 ) 01007 |( 3 ) 18024 |BOB SMITH CONSTRUCTION, INC |ALABAMA BRIDGE BUILDERS, IN |RACON, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 511A052 32.000 EACH| 75.00000 2400.00| 200.00000 6400.00| 121.09000 3874.88 Elastomeric Bearing Type 2(Mark B3) | | | 0160 513B005 1106.000 LF | 97.50000 107835.00| 110.00000 121660.00| 99.54000 110091.24 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0170 600A000 LUMP| 50000.00000 50000.00| 65500.00000 65500.00| 80000.00000 80000.00 Mobilization | | | 0180 610C001 1730.000 TON | 25.00000 43250.00| 20.00000 34600.00| 20.04000 34669.20 Loose Riprap, Class 2 | | | 0190 610D000 955.000 SQYD| 3.50000 3342.50| 2.00000 1910.00| 2.25000 2148.75 Filter Blanket | | | 0200 630A001 50.000 LF | 20.00000 1000.00| 14.50000 725.00| 14.34000 717.00 Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C003 4.000 EACH| 1500.00000 6000.00| 1200.00000 4800.00| 1204.57000 4818.28 Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1500.00000 6000.00| 1310.00000 5240.00| 1434.02000 5736.08 Guardrail End Anchor, Type 10 Series | | | 0230 665A000 1.000 ACRE| 800.00000 800.00| 1000.00000 1000.00| 759.63000 759.63 Temporary Seeding | | | 0240 665B000 1.000 ACRE| 800.00000 800.00| 1000.00000 1000.00| 796.81000 796.81 Temporary Mulching | | | 0250 665F000 30.000 EACH| 7.00000 210.00| 5.00000 150.00| 5.00000 150.00 Hay Bales | | | 0260 665I000 80.000 TON | 25.00000 2000.00| 20.00000 1600.00| 23.13000 1850.40 Temporary Riprap, Class 2 | | | 0270 665J000 560.000 LF | 3.00000 1680.00| 3.50000 1960.00| 2.25000 1260.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 12500.00000 12500.00| 25000.00000 25000.00| 30451.96000 30451.96 Engineering Controls | | | 0290 740B000 20.000 SQFT| 10.00000 200.00| 12.00000 240.00| 8.89000 177.80 Construction Signs | | | 0300 740F002 4.000 EACH| 200.00000 800.00| 228.00000 912.00| 177.82000 711.28 Barricades, Type III | | | 0310 740I005 2.000 EACH| 100.00000 200.00| 110.00000 220.00| 401.52000 803.04 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 592,966.30| $ 666,574.00| $ 704,625.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 592,966.30| $ 666,574.00| $ 704,625.94 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 031 -4 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040116031 COUNTIES : TUSCALOOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13036 |( 5 ) 16003 |( 6 ) 13099 |THE MORRIS GROUP, INC. |PHILLIPS CONTRACTING CO., I |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 30000.00000 30000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 ACRE) | | | 0020 206A000 LUMP| 25000.00000 25000.00| 11000.00000 11000.00| 65000.00000 65000.00 Removal Of Old Bridge, Station 9+59.00 | | | 0030 502A001 43524.000 LB | 0.60000 26114.40| 0.75000 32643.00| 0.75000 32643.00 Steel Reinforcement (Grade 60) | | | 0040 502B000 LUMP| 36000.00000 36000.00| 47700.00000 47700.00| 46000.00000 46000.00 Steel Reinforcement For Bridge | | | Superstructure, STA 8+25.00 APPROX | | | 63602 LBS | | | 0050 505M002 464.000 LF | 35.00000 16240.00| 29.20000 13548.80| 24.00000 11136.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 506A000 90.000 LF | 331.00000 29790.00| 407.00000 36630.00| 335.00000 30150.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0070 506B004 54.000 LF | 540.00000 29160.00| 664.00000 35856.00| 550.00000 29700.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0080 506C043 150.000 LF | 106.00000 15900.00| 131.00000 19650.00| 110.00000 16500.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0090 506F001 96.000 LF | 154.00000 14784.00| 190.00000 18240.00| 160.00000 15360.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0100 506G003 6.000 EACH| 212.00000 1272.00| 261.00000 1566.00| 220.00000 1320.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0110 508A000 6414.000 LB | 2.00000 12828.00| 5.00000 32070.00| 5.00000 32070.00 Structural Steel | | | 0120 510A000 139.000 CUYD| 595.00000 82705.00| 600.00000 83400.00| 500.00000 69500.00 Bridge Substructure Concrete, Class A | | | 0130 510C051 LUMP| 161000.00000 161000.00| 193500.00000 193500.00| 174800.00000 174800.00 Bridge Concrete Superstructure, STA | | | 8+25.00 APPROX 258 CU YDS | | | 0140 510E000 747.000 SQYD| 4.00000 2988.00| 10.00000 7470.00| 5.00000 3735.00 Grooving Concrete Bridge Decks | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 031 -5 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040116031 COUNTIES : TUSCALOOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 4 ) 13036 |( 5 ) 16003 |( 6 ) 13099 |THE MORRIS GROUP, INC. |PHILLIPS CONTRACTING CO., I |MCINNIS, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 511A052 32.000 EACH| 150.00000 4800.00| 100.00000 3200.00| 250.00000 8000.00 Elastomeric Bearing Type 2(Mark B3) | | | 0160 513B005 1106.000 LF | 100.00000 110600.00| 96.00000 106176.00| 92.00000 101752.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0170 600A000 LUMP| 87000.00000 87000.00| 59850.00000 59850.00| 95000.00000 95000.00 Mobilization | | | 0180 610C001 1730.000 TON | 20.00000 34600.00| 26.75000 46277.50| 28.00000 48440.00 Loose Riprap, Class 2 | | | 0190 610D000 955.000 SQYD| 2.00000 1910.00| 3.50000 3342.50| 5.00000 4775.00 Filter Blanket | | | 0200 630A001 50.000 LF | 12.50000 625.00| 15.40000 770.00| 15.00000 750.00 Steel Beam Guardrail, Class A, Type 2 | | | 0210 630C003 4.000 EACH| 1050.00000 4200.00| 1295.00000 5180.00| 1200.00000 4800.00 Guardrail End Anchor, Type 13 | | | 0220 630C070 4.000 EACH| 1250.00000 5000.00| 1540.00000 6160.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0230 665A000 1.000 ACRE| 450.00000 450.00| 1000.00000 1000.00| 600.00000 600.00 Temporary Seeding | | | 0240 665B000 1.000 ACRE| 450.00000 450.00| 1500.00000 1500.00| 700.00000 700.00 Temporary Mulching | | | 0250 665F000 30.000 EACH| 6.00000 180.00| 10.00000 300.00| 10.00000 300.00 Hay Bales | | | 0260 665I000 80.000 TON | 25.00000 2000.00| 26.75000 2140.00| 50.00000 4000.00 Temporary Riprap, Class 2 | | | 0270 665J000 560.000 LF | 3.00000 1680.00| 10.00000 5600.00| 6.00000 3360.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 18000.00000 18000.00| 20000.00000 20000.00| 42000.00000 42000.00 Engineering Controls | | | 0290 740B000 20.000 SQFT| 7.75000 155.00| 10.25000 205.00| 50.00000 1000.00 Construction Signs | | | 0300 740F002 4.000 EACH| 155.00000 620.00| 200.00000 800.00| 350.00000 1400.00 Barricades, Type III | | | 0310 740I005 2.000 EACH| 350.00000 700.00| 500.00000 1000.00| 350.00000 700.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 729,751.40| $ 799,774.80| $ 881,091.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 729,751.40| $ 799,774.80| $ 881,091.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20040116032 COUNTIES : WALKER LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-6400(205) for constructing the Resurfacing and Traffic Stripe on Redmill-Saragossa Road from Ripley Road to the Norfolk-Southern Railway in Saragossa. Length 2.823 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 157,943.28 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040116032 COUNTIES : WALKER LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 04013 |( ) |( ) |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 305B060 550.000 TON | 22.97000 12633.50| | Crushed Aggregate, Section 825, FOR | | | MISCELLANEOUS USE | | | 0020 405A000 1500.000 GAL | 1.07000 1605.00| | Tack Coat | | | 0030 429A201 2800.000 TON | 38.40000 107520.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429C205 100.000 TON | 87.40000 8740.00| | Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0050 600A000 LUMP| 2978.63000 2978.63| | Mobilization | | | 0060 701A031 6.000 MILE| 1255.98000 7535.88| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0070 701A035 4.000 MILE| 1495.21000 5980.84| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0080 701A045 2.000 MILE| 813.39000 1626.78| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701C000 4.000 MILE| 454.54000 1818.16| | Broken Temporary Traffic Stripe | | | 0100 701C001 8.000 MILE| 538.28000 4306.24| | Solid Temporary Traffic Stripe | | | 0110 740B000 204.000 SQFT| 10.07000 2054.28| | Construction Signs | | | 0120 740O000 1.000 EACH| 1143.97000 1143.97| | Pilot Car | | | SECTION TOTALS | $ 157,943.28| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 157,943.28| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20040116036 COUNTIES : JEFFERSON LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : CMAQ-7034(600) for constructing the Walkway System along various streets in Vestavia Hills as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19124 SMITH PAVING, INC. $ 715,478.50 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040116036 COUNTIES : JEFFERSON LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19124 |( ) |( ) |SMITH PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201B001 5.000 ACRE| 3000.00000 15000.00| | Selective Clearing | | | 0020 206D005 4235.000 LF | 2.00000 8470.00| | Removing Gutter | | | 0030 209A000 40.000 EACH| 75.00000 3000.00| | Mailbox Reset, Single | | | 0040 210A000 2185.000 CUYD| 12.00000 26220.00| | Unclassified Excavation | | | 0050 301A012 2713.000 SQYD| 9.00000 24417.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0060 424B640 558.000 TON | 75.00000 41850.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 529A010 740.000 SQFT| 32.00000 23680.00| | Retaining Wall | | | 0080 600A000 LUMP| 60000.00000 60000.00| | Mobilization | | | 0090 606A000 185.000 LF | 10.00000 1850.00| | 6" Underdrain Pipe | | | 0100 613D000 100.000 LF | 30.00000 3000.00| | Brick Curb | | | 0110 618A000 9634.000 SQYD| 33.50000 322739.00| | Concrete Sidewalk, 4" Thick | | | 0120 618A001 170.000 SQYD| 32.00000 5440.00| | Concrete Sidewalk, 6" Thick | | | 0130 618B003 25.000 SQYD| 34.00000 850.00| | Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0140 623C000 4370.000 LF | 9.50000 41515.00| | Combination Curb & Gutter, Type C | | | 0150 623C002 1580.000 LF | 9.50000 15010.00| | Combination Curb & Gutter, Type K | | | 0160 643A000 49.000 EACH| 100.00000 4900.00| | Water Meters Reset | | | 0170 654A005 10315.000 SQYD| 5.00000 51575.00| | Solid Sodding (Emerald Zoysia) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20040116036 COUNTIES : JEFFERSON LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19124 |( ) |( ) |SMITH PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 665F000 60.000 EACH| 10.00000 600.00| | Hay Bales | | | 0190 665J000 6110.000 LF | 2.75000 16802.50| | Silt Fence, Type A | | | 0200 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0210 703A002 8152.000 SQFT| 2.50000 20380.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0220 740B000 870.000 SQFT| 14.00000 12180.00| | Construction Signs | | | 0230 740D000 25.000 EACH| 70.00000 1750.00| | Channelizing Drums | | | 0240 740E000 25.000 EACH| 20.00000 500.00| | Cones (36 Inches High) | | | 0250 740G000 10.000 EACH| 100.00000 1000.00| | Barricades, Type I, (Portable, 24 | | | Inches Wide) | | | 0260 740I005 10.000 EACH| 200.00000 2000.00| | Warning Lights, Type B (Detachable Head | | | 0270 740M001 25.000 EACH| 10.00000 250.00| | Ballast For Cone | | | 0280 740Q000 500.000 LF | 3.00000 1500.00| | Construction Safety Fence | | | 0290 741C010 1.000 EACH| 4000.00000 4000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 715,478.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 715,478.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20040116038 COUNTIES : MORGAN LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 CONTRACT TIME : 150 Calendar Days CONTRACT DESCRIPTION : DECATUR PROJECT(S) : STPOA-9260 (600) for constructing the Pedestrian Crosswalk Bridge over the Norfolk Southern Railroad at Church Street in Decatur. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19001 SUE-JAC, INC. $ 291,041.00 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 298,223.00 102.4677% 3 13004 MILLER & MILLER, INC. $ 415,698.00 142.8314% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20040116038 COUNTIES : MORGAN LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19001 |( 2 ) 18036 |( 3 ) 13004 |SUE-JAC, INC. |RILEY BRIDGE & ENGINEERING |MILLER & MILLER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 1584.00000 1584.00| 2500.00000 2500.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 305B061 315.000 TON | 22.00000 6930.00| 24.00000 7560.00| 19.50000 6142.50 Coarse Aggregate, Section 801, ALDOT | | | #57 Stone, For Miscellaneous Use | | | 0030 502A000 1450.000 LB | 0.70000 1015.00| 0.80000 1160.00| 0.80000 1160.00 Steel Reinforcement | | | 0040 502B000 LUMP| 565.00000 565.00| 1600.00000 1600.00| 780.00000 780.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 0+93.46, Approx. | | | 830 lbs. | | | 0050 505G003 4.000 EACH| 132.00000 528.00| 105.00000 420.00| 150.00000 600.00 Pile Points (Type A, 12") | | | 0060 505H000 95.000 LF | 318.00000 30210.00| 270.00000 25650.00| 272.00000 25840.00 Pilot Holes | | | 0070 505M002 215.000 LF | 48.00000 10320.00| 28.00000 6020.00| 38.00000 8170.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0080 508A000 80.000 LB | 5.50000 440.00| 5.00000 400.00| 11.50000 920.00 Structural Steel | | | 0090 510A000 6.000 CUYD| 788.00000 4728.00| 520.00000 3120.00| 750.00000 4500.00 Bridge Substructure Concrete, Class A | | | 0100 510C051 LUMP| 2171.00000 2171.00| 3400.00000 3400.00| 7896.00000 7896.00 Bridge Concrete Superstructure, Sta. | | | 0+39.46, Approx. 8 cu. yds. | | | 0110 516A030 LUMP| 134880.00000 134880.00| 88402.00000 88402.00| 154855.00000 154855.00 Pedestrian Bridge Superstructure 8' | | | Wide ,61.5' Long | | | 0120 517A002 450.000 LF | 51.00000 22950.00| 169.00000 76050.00| 174.50000 78525.00 Galvanized Steel Pipe Handrail | | | 0130 529A010 1420.000 SQFT| 12.00000 17040.00| 14.50000 20590.00| 25.00000 35500.00 Retaining Wall | | | 0140 600A000 LUMP| 29000.00000 29000.00| 29000.00000 29000.00| 47687.00000 47687.00 Mobilization | | | 0150 618A001 225.000 SQYD| 55.00000 12375.00| 48.00000 10800.00| 95.00000 21375.00 Concrete Sidewalk, 6" Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20040116038 COUNTIES : MORGAN LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19001 |( 2 ) 18036 |( 3 ) 13004 |SUE-JAC, INC. |RILEY BRIDGE & ENGINEERING |MILLER & MILLER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 650A000 46.000 CUYD| 27.00000 1242.00| 12.00000 552.00| 25.00000 1150.00 Topsoil | | | 0170 654A001 184.000 SQYD| 9.00000 1656.00| 7.00000 1288.00| 6.00000 1104.00 Solid Sodding (Bermuda) | | | 0180 665J000 260.000 LF | 2.65000 689.00| 7.00000 1820.00| 6.00000 1560.00 Silt Fence, Type A | | | 0190 680A000 LUMP| 1600.00000 1600.00| 3500.00000 3500.00| 5400.00000 5400.00 Engineering Controls | | | 0200 740B000 223.000 SQFT| 10.00000 2230.00| 10.00000 2230.00| 8.00000 1784.00 Construction Signs | | | 0210 740D000 25.000 EACH| 64.00000 1600.00| 65.00000 1625.00| 71.50000 1787.50 Channelizing Drums | | | 0220 740F002 12.000 EACH| 186.00000 2232.00| 450.00000 5400.00| 160.00000 1920.00 Barricades, Type III | | | 0230 740I005 6.000 EACH| 166.00000 996.00| 450.00000 2700.00| 200.00000 1200.00 Warning Lights, Type B (Detachable Head | | | 0240 740Q000 812.000 LF | 5.00000 4060.00| 3.00000 2436.00| 3.50000 2842.00 Construction Safety Fence | | | SECTION TOTALS | $ 291,041.00| $ 298,223.00| $ 415,698.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 291,041.00| $ 298,223.00| $ 415,698.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20040116039 COUNTIES : MOBILE LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-CN04(210) for constructing the Bridge Replacements (2 Bridge Culverts and 1 Precast) and Approaches at various sites as indicated on the plans. Length 0.472 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20021 C. THORNTON, INC. $ 894,594.00 100.0000% 2 16024 PEAVY CONSTRUCTION COMPANY, INC. $ 1,008,507.31 112.7335% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040116039 COUNTIES : MOBILE LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 16024 |( ) |C. THORNTON, INC. |PEAVY CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 12000.00000 12000.00| 12000.00000 12000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 4 Acres) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| Removal Of Old Bridge, Station 10+00.00 | | | 0030 206A001 LUMP| 15000.00000 15000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 9+66.35 | | | 0040 206D000 156.000 LF | 10.00000 1560.00| 10.00000 1560.00| Removing Pipe | | | 0050 210A000 1295.000 CUYD| 6.00000 7770.00| 10.64000 13778.80| Unclassified Excavation | | | 0060 210D020 3260.000 CUYD| 7.25000 23635.00| 9.57000 31198.20| Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0070 214A000 1449.000 CUYD| 7.00000 10143.00| 8.51000 12330.99| Structure Excavation | | | 0080 214B000 286.000 CUYD| 10.00000 2860.00| 9.57000 2737.02| Foundation Backfill, Local | | | 0090 214B001 286.000 CUYD| 33.00000 9438.00| 36.00000 10296.00| Foundation Backfill, Commercial | | | 0100 230A000 26.000 RBST| 375.00000 9750.00| 320.00000 8320.00| Roadbed Processing | | | 0110 301A008 7058.000 SQYD| 9.00000 63522.00| 11.70000 82578.60| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0120 401A000 7058.000 SQYD| 0.85000 5999.30| 1.15000 8116.70| Bituminous Treatment A | | | 0130 405A000 204.000 GAL | 2.20000 448.80| 5.75000 1173.00| Tack Coat | | | 0140 429A221 488.000 TON | 60.00000 29280.00| 86.00000 41968.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0150 429B221 749.000 TON | 56.00000 41944.00| 86.00000 64414.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040116039 COUNTIES : MOBILE LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 16024 |( ) |C. THORNTON, INC. |PEAVY CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 502A000 58050.000 LB | 0.65000 37732.50| 0.56000 32508.00| Steel Reinforcement | | | 0170 505A015 2.000 EACH| 5300.00000 10600.00| 5500.00000 11000.00| Concrete Test Piles (14 Inches Square) | | | 0180 505B045 2.000 EACH| 4000.00000 8000.00| 4100.00000 8200.00| Static Loading Tests (14 Inches Square) | | | 0190 505E000 1206.000 LF | 51.00000 61506.00| 56.00000 67536.00| Permanent Steel Sheet Piling ,PSA-23, | | | 16" Width | | | 0200 505N000 2026.000 LF | 32.50000 65845.00| 33.50000 67871.00| Concrete Piling Furnished(14 Inches | | | Square) | | | 0210 505O000 2026.000 LF | 1.15000 2329.90| 1.50000 3039.00| Concrete Piling Driven(14 Inches | | | Square) | | | 0220 507A000 2.000 EACH| 2800.00000 5600.00| 3000.00000 6000.00| Wire Rope Abutment Anchor Assembly | | | 0230 510A000 24.000 CUYD| 785.00000 18840.00| 800.00000 19200.00| Bridge Substructure Concrete, Class A | | | 0240 511A000 45.000 EACH| 81.00000 3645.00| 82.00000 3690.00| Elastomeric Bearings, Type 1 | | | 0250 512C003 16.000 EACH| 2985.00000 47760.00| 3000.00000 48000.00| Precast Concrete Type 1 Span Section, | | | 3'-3" Wide By 1'-9" Deep By 34'-0" Long | | | 0260 512C004 4.000 EACH| 3000.00000 12000.00| 3100.00000 12400.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0270 512C007 4.000 EACH| 3300.00000 13200.00| 3400.00000 13600.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0280 512D002 4.000 EACH| 3320.00000 13280.00| 3400.00000 13600.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0290 512E001 14.000 EACH| 560.00000 7840.00| 575.00000 8050.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0300 512E002 14.000 EACH| 600.00000 8400.00| 615.00000 8610.00| Precast Concrete Abutment Panels, Type | | | A3 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040116039 COUNTIES : MOBILE LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 16024 |( ) |C. THORNTON, INC. |PEAVY CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 512F001 4.000 EACH| 785.00000 3140.00| 800.00000 3200.00| Precast Concrete Wing Panels, Type W2 | | | 0320 512F002 4.000 EACH| 930.00000 3720.00| 950.00000 3800.00| Precast Concrete Wing Panels, Type W3 | | | 0330 512G000 4.000 EACH| 775.00000 3100.00| 770.00000 3080.00| Precast Concrete Abutment Wing Cap Pane | | | 0340 524A011 307.000 CUYD| 300.00000 92100.00| 350.00000 107450.00| Culvert Concrete (Cast In Place) | | | 0350 600A000 LUMP| 45000.00000 45000.00| 47500.00000 47500.00| Mobilization | | | 0360 610C001 359.000 TON | 40.00000 14360.00| 30.00000 10770.00| Loose Riprap, Class 2 | | | 0370 610D003 457.000 SQYD| 3.00000 1371.00| 3.50000 1599.50| Filter Blanket, Geotextile | | | 0380 614A000 16.000 CUYD| 275.00000 4400.00| 300.00000 4800.00| Slope Paving | | | 0390 630A001 1250.000 LF | 13.90000 17375.00| 14.00000 17500.00| Steel Beam Guardrail, Class A, Type 2 | | | 0400 630C003 4.000 EACH| 1170.00000 4680.00| 1200.00000 4800.00| Guardrail End Anchor, Type 13 | | | 0410 630C050 12.000 EACH| 1660.00000 19920.00| 1600.00000 19200.00| Guardrail End Anchor, Type 20 Series | | | 0420 650A000 1209.000 CUYD| 12.00000 14508.00| 12.00000 14508.00| Topsoil | | | 0430 652A061 3.000 ACRE| 800.00000 2400.00| 700.00000 2100.00| Seeding (Mix 3E) | | | 0440 654A000 120.000 SQYD| 5.00000 600.00| 5.25000 630.00| Solid Sodding | | | 0450 656A001 3.000 ACRE| 800.00000 2400.00| 700.00000 2100.00| Mulching, Class A, Type 2 | | | 0460 659A000 5795.000 SQYD| 2.50000 14487.50| 3.25000 18833.75| Erosion Control Netting, Class A | | | 0470 665A000 3.000 ACRE| 350.00000 1050.00| 450.00000 1350.00| Temporary Seeding | | | 0480 665B000 3.000 ACRE| 350.00000 1050.00| 450.00000 1350.00| Temporary Mulching | | | 0490 665F000 1600.000 EACH| 5.00000 8000.00| 5.00000 8000.00| Hay Bales | | | 0500 665J000 5380.000 LF | 4.00000 21520.00| 4.25000 22865.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20040116039 COUNTIES : MOBILE LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 20021 |( 2 ) 16024 |( ) |C. THORNTON, INC. |PEAVY CONSTRUCTION CO., INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0510 680A000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| Engineering Controls | | | 0520 701A031 3.000 MILE| 2350.00000 7050.00| 1700.00000 5100.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0530 701A035 3.000 MILE| 2618.00000 7854.00| 2100.00000 6300.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0540 705A005 62.000 EACH| 10.00000 620.00| 6.00000 372.00| Pavement Markers, Class A, Type 2-D | | | 0550 740B000 1325.000 SQFT| 12.00000 15900.00| 8.75000 11593.75| Construction Signs | | | 0560 740F002 29.000 EACH| 250.00000 7250.00| 150.00000 4350.00| Barricades, Type III | | | 0570 740I005 47.000 EACH| 230.00000 10810.00| 140.00000 6580.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 894,594.00| $ 1,008,507.31| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 894,594.00| $ 1,008,507.31| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20040116040 COUNTIES : CHEROKEE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 CONTRACT TIME : 360 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-CN04(204) for constructing the Bridge Replacements (4 Bridge Culverts) and Approaches at various sites as indicated on the plans. Length 0.410 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03071 CHRISTOPHER PLUMBING & ELECTRIC, INC. $ 724,685.51 100.0000% 2 19124 SMITH PAVING, INC. $ 778,481.80 107.4234% 3 23025 WRIGHT BROTHERS CONSTRUCTION COMPANY, INC. $ 860,108.32 118.6871% 4 19037 SIMPSON BRIDGE COMPANY, INC. $ 863,513.51 119.1570% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040116040 COUNTIES : CHEROKEE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 19124 |( 3 ) 23025 |CHRISTOPHER PLUMBING & ELEC |SMITH PAVING, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 7500.00000 7500.00| 6000.00000 6000.00| 7500.00000 7500.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2.5 Acres) | | | 0020 206A000 LUMP| 8500.00000 8500.00| 5000.00000 5000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 2+96.67, | | | Site 3 | | | 0030 206A001 LUMP| 8500.00000 8500.00| 5000.00000 5000.00| 18000.00000 18000.00 Removal Of Old Bridge, Station 3+94.01, | | | Site 4 | | | 0040 206A002 LUMP| 8500.00000 8500.00| 5000.00000 5000.00| 27000.00000 27000.00 Removal Of Old Bridge, Station 3+00.34, | | | Site 7 | | | 0050 206A003 LUMP| 8500.00000 8500.00| 5000.00000 5000.00| 27000.00000 27000.00 Removal Of Old Bridge, Station 8+10.34, | | | Site 8 | | | 0060 210A000 2104.000 CUYD| 8.50000 17884.00| 7.00000 14728.00| 6.00000 12624.00 Unclassified Excavation | | | 0070 210D001 3102.000 CUYD| 12.85000 39860.70| 12.00000 37224.00| 9.00000 27918.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0080 214A000 309.000 CUYD| 20.50000 6334.50| 14.00000 4326.00| 50.00000 15450.00 Structure Excavation | | | 0090 214B001 464.000 CUYD| 21.30000 9883.20| 32.00000 14848.00| 40.00000 18560.00 Foundation Backfill, Commercial | | | 0100 230A000 21.000 RBST| 650.00000 13650.00| 400.00000 8400.00| 590.00000 12390.00 Roadbed Processing | | | 0110 301A012 6337.000 SQYD| 7.25000 45943.25| 7.00000 44359.00| 8.48000 53737.76 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 6337.000 SQYD| 1.00000 6337.00| 0.40000 2534.80| 1.06000 6717.22 Bituminous Treatment A | | | 0130 405A000 190.000 GAL | 1.30000 247.00| 2.00000 380.00| 1.59000 302.10 Tack Coat | | | 0140 424A341 368.000 TON | 85.00000 31280.00| 70.00000 25760.00| 68.90000 25355.20 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040116040 COUNTIES : CHEROKEE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 19124 |( 3 ) 23025 |CHRISTOPHER PLUMBING & ELEC |SMITH PAVING, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B636 424.000 TON | 85.00000 36040.00| 60.00000 25440.00| 58.30000 24719.20 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0160 430B028 100.000 TON | 50.00000 5000.00| 32.00000 3200.00| 18.00000 1800.00 Aggregate Surfacing (ALDOT 57, 78, Or | | | 467) | | | 0170 502A000 98746.000 LB | 0.49000 48385.54| 0.50000 49373.00| 0.55000 54310.30 Steel Reinforcement | | | 0180 524A011 605.000 CUYD| 325.00000 196625.00| 315.00000 190575.00| 400.00000 242000.00 Culvert Concrete (Cast In Place) | | | 0190 535A078 48.000 LF | 25.00000 1200.00| 20.00000 960.00| 30.00000 1440.00 15" Side Drain Pipe (Class 3 R.C.) | | | 0200 535A080 48.000 LF | 28.00000 1344.00| 24.00000 1152.00| 42.00000 2016.00 18" Side Drain Pipe (Class 3 R.C.) | | | 0210 535A085 24.000 LF | 32.00000 768.00| 28.00000 672.00| 60.00000 1440.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0220 600A000 LUMP| 15000.00000 15000.00| 60000.00000 60000.00| 44000.00000 44000.00 Mobilization | | | 0230 610C001 2161.000 TON | 25.00000 54025.00| 32.00000 69152.00| 25.00000 54025.00 Loose Riprap, Class 2 | | | 0240 610D000 1706.000 SQYD| 2.50000 4265.00| 2.00000 3412.00| 2.00000 3412.00 Filter Blanket | | | 0250 619A100 4.000 EACH| 550.00000 2200.00| 450.00000 1800.00| 500.00000 2000.00 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0260 619A101 4.000 EACH| 550.00000 2200.00| 475.00000 1900.00| 600.00000 2400.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 619A102 2.000 EACH| 600.00000 1200.00| 550.00000 1100.00| 750.00000 1500.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 629A004 536.000 LF | 58.00000 31088.00| 150.00000 80400.00| 60.00000 32160.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0290 630A001 250.000 LF | 14.10000 3525.00| 16.00000 4000.00| 14.84000 3710.00 Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C003 16.000 EACH| 1150.00000 18400.00| 1350.00000 21600.00| 1060.00000 16960.00 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040116040 COUNTIES : CHEROKEE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 19124 |( 3 ) 23025 |CHRISTOPHER PLUMBING & ELEC |SMITH PAVING, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 630C070 15.000 EACH| 1285.00000 19275.00| 1450.00000 21750.00| 1484.00000 22260.00 Guardrail End Anchor, Type 10 Series | | | 0320 635A000 1393.000 LF | 6.00000 8358.00| 4.00000 5572.00| 4.50000 6268.50 Woven Wire Fence | | | 0330 650A000 205.000 CUYD| 18.00000 3690.00| 12.00000 2460.00| 12.00000 2460.00 Topsoil | | | 0340 650B000 1010.000 CUYD| 7.50000 7575.00| 4.00000 4040.00| 6.00000 6060.00 Topsoil From Stockpiles | | | 0350 652A053 3.000 ACRE| 1000.00000 3000.00| 1200.00000 3600.00| 650.00000 1950.00 Seeding (Mix 1E) | | | 0360 656A000 3.000 ACRE| 1000.00000 3000.00| 1200.00000 3600.00| 650.00000 1950.00 Mulching, Class A, Type 1 | | | 0370 659A000 1086.000 SQYD| 2.60000 2823.60| 4.00000 4344.00| 2.00000 2172.00 Erosion Control Netting, Class A | | | 0380 665A000 3.000 ACRE| 850.00000 2550.00| 800.00000 2400.00| 550.00000 1650.00 Temporary Seeding | | | 0390 665B000 3.000 ACRE| 850.00000 2550.00| 600.00000 1800.00| 550.00000 1650.00 Temporary Mulching | | | 0400 665E000 60.000 SQYD| 2.80000 168.00| 1.00000 60.00| 4.00000 240.00 Polyethylene | | | 0410 665F000 120.000 EACH| 4.60000 552.00| 5.00000 600.00| 8.00000 960.00 Hay Bales | | | 0420 665I000 100.000 TON | 24.00000 2400.00| 32.00000 3200.00| 25.00000 2500.00 Temporary Riprap, Class 2 | | | 0430 665J000 3800.000 LF | 4.80000 18240.00| 4.00000 15200.00| 4.00000 15200.00 Silt Fence, Type A | | | 0440 680A000 LUMP| 6000.00000 6000.00| 4000.00000 4000.00| 20000.00000 20000.00 Engineering Controls | | | 0450 701G049 4341.000 LF | 0.21000 911.61| 0.50000 2170.50| 1.12000 4861.92 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0460 701G063 4341.000 LF | 0.21000 911.61| 0.50000 2170.50| 1.12000 4861.92 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0470 705A037 31.000 EACH| 10.50000 325.50| 5.00000 155.00| 11.20000 347.20 Pavement Markers, Class A-H, Type 2-D | | | 0480 740B000 377.000 SQFT| 10.00000 3770.00| 12.00000 4524.00| 10.00000 3770.00 Construction Signs | | | 0490 740F002 16.000 EACH| 200.00000 3200.00| 165.00000 2640.00| 250.00000 4000.00 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 040 -5 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040116040 COUNTIES : CHEROKEE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03071 |( 2 ) 19124 |( 3 ) 23025 |CHRISTOPHER PLUMBING & ELEC |SMITH PAVING, INC. |WRIGHT BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 740I005 6.000 EACH| 200.00000 1200.00| 150.00000 900.00| 250.00000 1500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 724,685.51| $ 778,481.80| $ 860,108.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 724,685.51| $ 778,481.80| $ 860,108.32 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 040 -6 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040116040 COUNTIES : CHEROKEE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 7500.00000 7500.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2.5 Acres) | | | 0020 206A000 LUMP| 24500.00000 24500.00| | Removal Of Old Bridge, Station 2+96.67, | | | Site 3 | | | 0030 206A001 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 3+94.01, | | | Site 4 | | | 0040 206A002 LUMP| 26500.00000 26500.00| | Removal Of Old Bridge, Station 3+00.34, | | | Site 7 | | | 0050 206A003 LUMP| 16000.00000 16000.00| | Removal Of Old Bridge, Station 8+10.34, | | | Site 8 | | | 0060 210A000 2104.000 CUYD| 5.15000 10835.60| | Unclassified Excavation | | | 0070 210D001 3102.000 CUYD| 5.67000 17588.34| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0080 214A000 309.000 CUYD| 46.00000 14214.00| | Structure Excavation | | | 0090 214B001 464.000 CUYD| 32.70000 15172.80| | Foundation Backfill, Commercial | | | 0100 230A000 21.000 RBST| 590.00000 12390.00| | Roadbed Processing | | | 0110 301A012 6337.000 SQYD| 8.00000 50696.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 6337.000 SQYD| 1.00000 6337.00| | Bituminous Treatment A | | | 0130 405A000 190.000 GAL | 1.50000 285.00| | Tack Coat | | | 0140 424A341 368.000 TON | 65.00000 23920.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 040 -7 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040116040 COUNTIES : CHEROKEE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 424B636 424.000 TON | 55.00000 23320.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0160 430B028 100.000 TON | 18.00000 1800.00| | Aggregate Surfacing (ALDOT 57, 78, Or | | | 467) | | | 0170 502A000 98746.000 LB | 0.55000 54310.30| | Steel Reinforcement | | | 0180 524A011 605.000 CUYD| 301.00000 182105.00| | Culvert Concrete (Cast In Place) | | | 0190 535A078 48.000 LF | 37.60000 1804.80| | 15" Side Drain Pipe (Class 3 R.C.) | | | 0200 535A080 48.000 LF | 39.75000 1908.00| | 18" Side Drain Pipe (Class 3 R.C.) | | | 0210 535A085 24.000 LF | 79.60000 1910.40| | 24" Side Drain Pipe (Class 3 R.C.) | | | 0220 600A000 LUMP| 77500.00000 77500.00| | Mobilization | | | 0230 610C001 2161.000 TON | 24.50000 52944.50| | Loose Riprap, Class 2 | | | 0240 610D000 1706.000 SQYD| 4.00000 6824.00| | Filter Blanket | | | 0250 619A100 4.000 EACH| 618.00000 2472.00| | 15" Side Drain Pipe End Treatment, | | | Class 1 | | | 0260 619A101 4.000 EACH| 618.00000 2472.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 619A102 2.000 EACH| 618.00000 1236.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 629A004 536.000 LF | 149.89000 80341.04| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0290 630A001 250.000 LF | 14.50000 3625.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C003 16.000 EACH| 1185.00000 18960.00| | Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 040 -8 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040116040 COUNTIES : CHEROKEE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 630C070 15.000 EACH| 1325.00000 19875.00| | Guardrail End Anchor, Type 10 Series | | | 0320 635A000 1393.000 LF | 7.00000 9751.00| | Woven Wire Fence | | | 0330 650A000 205.000 CUYD| 8.24000 1689.20| | Topsoil | | | 0340 650B000 1010.000 CUYD| 3.10000 3131.00| | Topsoil From Stockpiles | | | 0350 652A053 3.000 ACRE| 1800.00000 5400.00| | Seeding (Mix 1E) | | | 0360 656A000 3.000 ACRE| 602.00000 1806.00| | Mulching, Class A, Type 1 | | | 0370 659A000 1086.000 SQYD| 2.32000 2519.52| | Erosion Control Netting, Class A | | | 0380 665A000 3.000 ACRE| 1320.00000 3960.00| | Temporary Seeding | | | 0390 665B000 3.000 ACRE| 1940.00000 5820.00| | Temporary Mulching | | | 0400 665E000 60.000 SQYD| 2.15000 129.00| | Polyethylene | | | 0410 665F000 120.000 EACH| 35.75000 4290.00| | Hay Bales | | | 0420 665I000 100.000 TON | 24.50000 2450.00| | Temporary Riprap, Class 2 | | | 0430 665J000 3800.000 LF | 2.32000 8816.00| | Silt Fence, Type A | | | 0440 680A000 LUMP| 22000.00000 22000.00| | Engineering Controls | | | 0450 701G049 4341.000 LF | 1.03000 4471.23| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0460 701G063 4341.000 LF | 1.03000 4471.23| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0470 705A037 31.000 EACH| 10.30000 319.30| | Pavement Markers, Class A-H, Type 2-D | | | 0480 740B000 377.000 SQFT| 7.25000 2733.25| | Construction Signs | | | 0490 740F002 16.000 EACH| 160.00000 2560.00| | Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 040 -9 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20040116040 COUNTIES : CHEROKEE LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( ) |( ) |SIMPSON BRIDGE COMPANY, INC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 740I005 6.000 EACH| 475.00000 2850.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 863,513.51| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 863,513.51| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20040116041 COUNTIES : ELMORE LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBSTPNU-CN04(205) for constructing the Resurfacing and Traffic Stripe on C.R.#92 from U.S.231 North to the Wetumpka City Limits & on C.R.#97 from C.R.#92 East to C.R.#8 South of Wetumpka. Length 6.156 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 537,945.52 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 538,677.05 100.1360% 3 01023 ASPHALT CONTRACTORS, INC. $ 540,322.30 100.4418% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20040116041 COUNTIES : ELMORE LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 01023 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 152.000 LF | 3.50000 532.00| 3.50000 532.00| 3.00000 456.00 Removing Guardrail | | | 0020 405A000 6709.000 GAL | 0.83000 5568.47| 1.95000 13082.55| 1.00000 6709.00 Tack Coat | | | 0030 408A051 124.000 SQYD| 5.00000 620.00| 10.75000 1333.00| 8.50000 1054.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0040 408A052 310.000 SQYD| 5.00000 1550.00| 4.30000 1333.00| 12.50000 3875.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A336 3131.000 TON | 31.75000 99409.25| 36.30000 113655.30| 30.00000 93930.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range A/B | | | 0060 424A338 2237.000 TON | 31.75000 71024.75| 27.50000 61517.50| 32.80000 73373.60 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/8" Maximum | | | Aggregate Size Mix,Esal Range A/B | | | 0070 424B635 7827.000 TON | 28.55000 223460.85| 28.10000 219938.70| 27.10000 212111.70 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0080 424B639 200.000 TON | 110.00000 22000.00| 55.00000 11000.00| 55.00000 11000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 430B043 1626.000 TON | 19.70000 32032.20| 9.00000 14634.00| 29.00000 47154.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 13000.00000 13000.00| 35000.00000 35000.00| 19600.00000 19600.00 Mobilization | | | 0110 630A004 152.000 LF | 14.00000 2128.00| 14.00000 2128.00| 21.00000 3192.00 Steel Beam Guardrail, Class B, Type 2 | | | 0120 630C022 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1700.00000 6800.00 Guardrail End Anchor, Type Special | | | 0130 630C070 4.000 EACH| 1275.00000 5100.00| 1275.00000 5100.00| 1550.00000 6200.00 Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20040116041 COUNTIES : ELMORE LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 01023 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A031 13.000 MILE| 1050.00000 13650.00| 1050.00000 13650.00| 1050.00000 13650.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0150 701A035 9.000 MILE| 1250.00000 11250.00| 1250.00000 11250.00| 1250.00000 11250.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 5.000 MILE| 680.00000 3400.00| 680.00000 3400.00| 680.00000 3400.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 15.000 MILE| 350.00000 5250.00| 350.00000 5250.00| 350.00000 5250.00 Broken Temporary Traffic Stripe | | | 0180 701C001 27.000 MILE| 390.00000 10530.00| 390.00000 10530.00| 390.00000 10530.00 Solid Temporary Traffic Stripe | | | 0190 703A002 520.000 SQFT| 2.50000 1300.00| 2.50000 1300.00| 2.50000 1300.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 705A032 179.000 EACH| 5.00000 895.00| 5.00000 895.00| 5.00000 895.00 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 610.000 EACH| 5.00000 3050.00| 5.00000 3050.00| 5.00000 3050.00 Pavement Markers, Class A-H, Type 2-D | | | 0220 740B000 394.000 SQFT| 7.50000 2955.00| 7.00000 2758.00| 8.00000 3152.00 Construction Signs | | | 0230 740E000 60.000 EACH| 2.00000 120.00| 10.00000 600.00| 14.00000 840.00 Cones (36 Inches High) | | | 0240 740M001 60.000 EACH| 2.00000 120.00| 4.00000 240.00| 5.00000 300.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 4000.00000 4000.00| 1500.00000 1500.00| 1250.00000 1250.00 Pilot Car | | | SECTION TOTALS | $ 537,945.52| $ 538,677.05| $ 540,322.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 537,945.52| $ 538,677.05| $ 540,322.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 042 -1 VENDOR RANKING CALL ORDER : 042 CONTRACT ID : 20040116042 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 CONTRACT TIME : 80 Calendar Days CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : ST-051-008-003 for constructing the Intersection Improvements on S.R.#8 (U.S.#80) at C.R.#17 (Mitchell Young Road) just west of Montgomery. Length 0.473 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 392,571.00 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 393,070.22 100.1272% 3 20048 TRIPLE C CONSTRUCTION $ 413,296.10 105.2793% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 042 -2 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040116042 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 20048 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E000 2.000 EACH| 225.00000 450.00| 261.00000 522.00| 350.00000 700.00 Removing Headwalls | | | 0020 206E001 6.000 EACH| 350.00000 2100.00| 367.00000 2202.00| 300.00000 1800.00 Removing Inlets | | | 0030 210A000 2749.000 CUYD| 5.25000 14432.25| 6.50000 17868.50| 6.00000 16494.00 Unclassified Excavation | | | 0040 210D011 4460.000 CUYD| 5.35000 23861.00| 6.75000 30105.00| 11.00000 49060.00 Borrow Excavation (A-4 or Better) | | | 0050 214A000 333.000 CUYD| 8.00000 2664.00| 7.35000 2447.55| 6.00000 1998.00 Structure Excavation | | | 0060 214B001 39.000 CUYD| 45.00000 1755.00| 47.09000 1836.51| 40.00000 1560.00 Foundation Backfill, Commercial | | | 0070 405A000 625.000 GAL | 1.25000 781.25| 1.75000 1093.75| 1.50000 937.50 Tack Coat | | | 0080 424A281 1400.000 TON | 47.60000 66640.00| 44.75000 62650.00| 38.80000 54320.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0090 424A287 200.000 TON | 42.36000 8472.00| 42.75000 8550.00| 44.00000 8800.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B281 575.000 TON | 48.25000 27743.75| 45.00000 25875.00| 37.80000 21735.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0110 424B285 50.000 TON | 120.00000 6000.00| 75.00000 3750.00| 80.00000 4000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424B581 575.000 TON | 48.25000 27743.75| 47.50000 27312.50| 34.00000 19550.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0130 502A000 2542.000 LB | 0.75000 1906.50| 0.78000 1982.76| 0.55000 1398.10 Steel Reinforcement | | | 0140 524B011 17.000 CUYD| 1000.00000 17000.00| 1300.00000 22100.00| 1000.00000 17000.00 Culvert Concrete Extension (Cast In | | | Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 042 -3 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040116042 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 20048 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 530A001 163.000 LF | 25.00000 4075.00| 17.67000 2880.21| 20.00000 3260.00 18" Roadway Pipe (Class 3 R.C.) | | | 0160 530A100 108.000 LF | 30.00000 3240.00| 17.53000 1893.24| 18.00000 1944.00 15" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0170 530A102 37.000 LF | 35.00000 1295.00| 31.40000 1161.80| 30.00000 1110.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0180 534E000 376.000 LF | 58.00000 21808.00| 10.50000 3948.00| 10.00000 3760.00 Cleaning Existing Culvert (Less Than Or | | | Equal To 48" Horizontal Opening | | | 0190 600A000 LUMP| 44000.00000 44000.00| 38500.00000 38500.00| 42500.00000 42500.00 Mobilization | | | 0200 610C001 25.000 TON | 65.00000 1625.00| 47.00000 1175.00| 30.00000 750.00 Loose Riprap, Class 2 | | | 0210 610D000 235.000 SQYD| 7.00000 1645.00| 2.65000 622.75| 3.50000 822.50 Filter Blanket | | | 0220 614A000 62.000 CUYD| 225.00000 13950.00| 315.00000 19530.00| 225.00000 13950.00 Slope Paving | | | 0230 619A003 2.000 EACH| 525.00000 1050.00| 680.00000 1360.00| 550.00000 1100.00 24" Roadway Pipe End Treatment, Class 1 | | | 0240 620A000 2.000 CUYD| 600.00000 1200.00| 525.00000 1050.00| 1000.00000 2000.00 Minor Structure Concrete | | | 0250 621A000 1.000 EACH| 1600.00000 1600.00| 2725.00000 2725.00| 2200.00000 2200.00 Junction Boxes, Type 1, 1P Or 5 | | | 0260 621C020 6.000 EACH| 2400.00000 14400.00| 1800.00000 10800.00| 2600.00000 15600.00 Inlets, Type Y | | | 0270 621D019 5.000 EACH| 375.00000 1875.00| 525.00000 2625.00| 450.00000 2250.00 Inlet Units, Type Y | | | 0280 623B001 50.000 LF | 65.00000 3250.00| 47.10000 2355.00| 50.00000 2500.00 Concrete Curb, Type N Special | | | 0290 630A001 100.000 LF | 18.50000 1850.00| 19.56000 1956.00| 20.00000 2000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0300 630C001 1.000 EACH| 900.00000 900.00| 952.00000 952.00| 900.00000 900.00 Guardrail End Anchor, Type 8 | | | 0310 630C050 1.000 EACH| 1600.00000 1600.00| 1695.00000 1695.00| 1750.00000 1750.00 Guardrail End Anchor, Type 20 Series | | | 0320 637A000 80.000 LF | 37.25000 2980.00| 19.65000 1572.00| 5.00000 400.00 Fence Reset | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 042 -4 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040116042 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 20048 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 650A000 2470.000 CUYD| 4.95000 12226.50| 7.75000 19142.50| 12.00000 29640.00 Topsoil | | | 0340 652A050 4.000 ACRE| 350.00000 1400.00| 370.00000 1480.00| 500.00000 2000.00 Seeding (Mix 1A) | | | 0350 652B050 2.000 ACRE| 330.00000 660.00| 350.00000 700.00| 500.00000 1000.00 Temporary Seeding (Mix 1AT) | | | 0360 654A000 444.000 SQYD| 3.00000 1332.00| 3.20000 1420.80| 4.50000 1998.00 Solid Sodding | | | 0370 656A000 4.000 ACRE| 350.00000 1400.00| 370.00000 1480.00| 350.00000 1400.00 Mulching, Class A, Type 1 | | | 0380 659A001 100.000 SQYD| 0.95000 95.00| 1.00000 100.00| 2.50000 250.00 Erosion Control Netting, Class B | | | 0390 665B000 2.000 ACRE| 350.00000 700.00| 370.00000 740.00| 350.00000 700.00 Temporary Mulching | | | 0400 665J000 250.000 LF | 4.00000 1000.00| 3.15000 787.50| 3.50000 875.00 Silt Fence, Type A | | | 0410 665Q001 300.000 LF | 6.75000 2025.00| 15.00000 4500.00| 8.00000 2400.00 20 Inch Wattle | | | 0420 680A000 LUMP| 10000.00000 10000.00| 6500.00000 6500.00| 18000.00000 18000.00 Engineering Controls | | | 0430 701A028 1.000 MILE| 2000.00000 2000.00| 2114.19000 2114.19| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0440 701A032 1.000 MILE| 2000.00000 2000.00| 2114.19000 2114.19| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0450 701A041 1.000 MILE| 1000.00000 1000.00| 1057.09000 1057.09| 1000.00000 1000.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0460 701A048 1.000 MILE| 2500.00000 2500.00| 2642.73000 2642.73| 2500.00000 2500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0470 701B009 900.000 LF | 1.00000 900.00| 1.06000 954.00| 1.00000 900.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0480 701C000 1.000 MILE| 500.00000 500.00| 528.55000 528.55| 500.00000 500.00 Broken Temporary Traffic Stripe | | | 0490 701C001 4.000 MILE| 500.00000 2000.00| 528.55000 2114.20| 500.00000 2000.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 042 -5 TABULATION OF BIDS CALL ORDER : 042 CONTRACT ID : 20040116042 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( 3 ) 20048 |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 701F004 1800.000 LF | 0.30000 540.00| 0.32000 576.00| 0.30000 540.00 Dotted Temporary Traffic Stripe | | | 0510 703A002 760.000 SQFT| 3.00000 2280.00| 3.17000 2409.20| 3.00000 2280.00 Traffic Control Markings, Class 2, Type | | | A | | | 0520 703B002 250.000 SQFT| 4.00000 1000.00| 4.23000 1057.50| 4.00000 1000.00 Traffic Control Legends, Class 2, Type | | | 0530 703D001 760.000 SQFT| 1.50000 1140.00| 1.59000 1208.40| 1.50000 1140.00 Temporary Traffic Control Markings | | | 0540 705A030 8.000 EACH| 5.25000 42.00| 5.55000 44.40| 5.25000 42.00 Pavement Markers, Class A-H, Type 2-C | | | 0550 705A031 275.000 EACH| 5.25000 1443.75| 5.55000 1526.25| 5.25000 1443.75 Pavement Markers, Class A-H, Type 1-A | | | 0560 705A037 5.000 EACH| 5.25000 26.25| 5.55000 27.75| 5.25000 26.25 Pavement Markers, Class A-H, Type 2-D | | | 0570 726A000 140.000 LF | 36.00000 5040.00| 37.00000 5180.00| 100.00000 14000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0580 740B000 1016.000 SQFT| 8.00000 8128.00| 7.40000 7518.40| 7.00000 7112.00 Construction Signs | | | 0590 740D000 100.000 EACH| 7.00000 700.00| 45.00000 4500.00| 45.00000 4500.00 Channelizing Drums | | | 0600 740E000 200.000 EACH| 3.00000 600.00| 7.50000 1500.00| 10.00000 2000.00 Cones (36 Inches High) | | | 0610 740I005 2.000 EACH| 500.00000 1000.00| 150.00000 300.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | 0620 740M001 200.000 EACH| 3.00000 600.00| 6.75000 1350.00| 6.00000 1200.00 Ballast For Cone | | | 0630 741C010 2.000 EACH| 700.00000 1400.00| 1700.00000 3400.00| 1200.00000 2400.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0640 742A001 2.000 EACH| 1500.00000 3000.00| 4500.00000 9000.00| 4000.00000 8000.00 Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 392,571.00| $ 393,070.22| $ 413,296.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 392,571.00| $ 393,070.22| $ 413,296.10 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20040116043 COUNTIES : MORGAN LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-052-053-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#53 (U.S.#231) from M.P. 300.700 at C.R.#296 to M.P.#305.406 South of the Tennessee River. Length 4.706 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,675,228.35 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,685,622.68 100.6205% 3 19010 SHELBY CONTRACTING CO., INC. $ 1,736,098.43 103.6335% 4 18037 REED CONTRACTING SERVICES, INC. $ 1,944,447.38 116.0706% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040116043 COUNTIES : MORGAN LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01087 |( 3 ) 19010 |WHITAKER CONTRACTING CORPOR |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 14240.000 GAL | 1.25000 17800.00| 1.33000 18939.20| 0.90000 12816.00 Tack Coat | | | 0020 406G000 14081.000 SQYD| 5.50000 77445.50| 5.66000 79698.46| 6.13000 86316.53 Reflective Crack Relief Interlayer | | | 0030 408A052 144712.000 SQYD| 0.29000 41966.48| 0.35000 50649.20| 0.67000 96957.04 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 8000.000 SQYD| 0.58000 4640.00| 2.33000 18640.00| 0.71000 5680.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410A002 1.000 EACH| 25000.00000 25000.00| 26813.26000 26813.26| 20500.00000 20500.00 Profilograph | | | 0060 410H000 1.000 EACH| 1000.00000 1000.00| 63269.55000 63269.55| 32000.00000 32000.00 Material Remixing Device | | | 0070 424A280 4493.000 TON | 38.94000 174957.42| 38.49000 172935.57| 38.25000 171857.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A360 4547.000 TON | 35.50000 161418.50| 34.81000 158281.07| 34.61000 157371.67 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A367 3966.000 TON | 35.50000 140793.00| 34.69000 137580.54| 31.75000 125920.50 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B281 8982.000 TON | 31.51000 283022.82| 28.95000 260028.90| 33.44000 300358.08 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0110 424B651 9090.000 TON | 29.38000 267064.20| 26.14000 237612.60| 30.59000 278063.10 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0120 424B654 50.000 TON | 50.00000 2500.00| 81.06000 4053.00| 31.75000 1587.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040116043 COUNTIES : MORGAN LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01087 |( 3 ) 19010 |WHITAKER CONTRACTING CORPOR |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424B658 6941.000 TON | 33.60000 233217.60| 29.36000 203787.76| 31.75000 220376.75 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B659 1325.000 TON | 29.38000 38928.50| 36.57000 48455.25| 30.59000 40531.75 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 428C000 98958.000 LF | 0.11000 10885.38| 0.09000 8906.22| 0.08900 8807.26 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0160 430B040 4995.000 TON | 11.92000 59540.40| 4.96000 24775.20| 11.51000 57492.45 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0170 600A000 LUMP| 32000.00000 32000.00| 74332.26000 74332.26| 15700.00000 15700.00 Mobilization | | | 0180 701A028 10.000 MILE| 1450.00000 14500.00| 1407.60000 14076.00| 1450.00000 14500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A032 10.000 MILE| 1450.00000 14500.00| 1407.60000 14076.00| 1450.00000 14500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 10.000 MILE| 950.00000 9500.00| 923.10000 9231.00| 950.00000 9500.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A046 1.000 MILE| 950.00000 950.00| 923.10000 923.10| 950.00000 950.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701B009 3201.000 LF | 0.80000 2560.80| 0.77000 2464.77| 0.80000 2560.80 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0230 701C000 29.000 MILE| 425.00000 12325.00| 413.10000 11979.90| 425.00000 12325.00 Broken Temporary Traffic Stripe | | | 0240 701C001 57.000 MILE| 450.00000 25650.00| 438.60000 25000.20| 450.00000 25650.00 Solid Temporary Traffic Stripe | | | 0250 703A002 845.000 SQFT| 2.25000 1901.25| 2.19000 1850.55| 2.25000 1901.25 Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 90.000 SQFT| 3.00000 270.00| 2.91000 261.90| 3.00000 270.00 Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 043 -4 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040116043 COUNTIES : MORGAN LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 01087 |( 3 ) 19010 |WHITAKER CONTRACTING CORPOR |APAC-SOUTHEAST, INC. |SHELBY CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 705A030 36.000 EACH| 5.50000 198.00| 5.36000 192.96| 5.50000 198.00 Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 650.000 EACH| 5.50000 3575.00| 5.36000 3484.00| 5.50000 3575.00 Pavement Markers, Class A-H, Type 1-A | | | 0290 705A037 35.000 EACH| 5.50000 192.50| 5.36000 187.60| 5.50000 192.50 Pavement Markers, Class A-H, Type 2-D | | | 0300 705A038 12.000 EACH| 5.50000 66.00| 5.36000 64.32| 5.50000 66.00 Pavement Markers, Class A-H, Type 2-E | | | 0310 740B000 1328.000 SQFT| 7.50000 9960.00| 9.84000 13067.52| 8.00000 10624.00 Construction Signs | | | 0320 740D000 250.000 EACH| 10.00000 2500.00| 0.01000 2.50| 11.00000 2750.00 Channelizing Drums | | | 0330 741C010 2.000 EACH| 2200.00000 4400.00| 1.16000 2.32| 2100.00000 4200.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,675,228.35| $ 1,685,622.68| $ 1,736,098.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,675,228.35| $ 1,685,622.68| $ 1,736,098.43 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 043 -5 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040116043 COUNTIES : MORGAN LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 18037 |( ) |( ) |REED CONTRACTING SERVICES, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 14240.000 GAL | 1.16000 16518.40| | Tack Coat | | | 0020 406G000 14081.000 SQYD| 7.14000 100538.34| | Reflective Crack Relief Interlayer | | | 0030 408A052 144712.000 SQYD| 1.04000 150500.48| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 8000.000 SQYD| 1.20000 9600.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410A002 1.000 EACH| 15000.00000 15000.00| | Profilograph | | | 0060 410H000 1.000 EACH| 75000.00000 75000.00| | Material Remixing Device | | | 0070 424A280 4493.000 TON | 39.17000 175990.81| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A360 4547.000 TON | 35.00000 159145.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A367 3966.000 TON | 35.20000 139603.20| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B281 8982.000 TON | 30.75000 276196.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0110 424B651 9090.000 TON | 28.90000 262701.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0120 424B654 50.000 TON | 75.00000 3750.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 043 -6 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040116043 COUNTIES : MORGAN LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 18037 |( ) |( ) |REED CONTRACTING SERVICES, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424B658 6941.000 TON | 32.55000 225929.55| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 424B659 1325.000 TON | 52.50000 69562.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 428C000 98958.000 LF | 0.15000 14843.70| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0160 430B040 4995.000 TON | 12.20000 60939.00| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0170 600A000 LUMP| 55000.00000 55000.00| | Mobilization | | | 0180 701A028 10.000 MILE| 1600.00000 16000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A032 10.000 MILE| 1600.00000 16000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 10.000 MILE| 1075.00000 10750.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A046 1.000 MILE| 1075.00000 1075.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701B009 3201.000 LF | 0.90000 2880.90| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0230 701C000 29.000 MILE| 400.00000 11600.00| | Broken Temporary Traffic Stripe | | | 0240 701C001 57.000 MILE| 500.00000 28500.00| | Solid Temporary Traffic Stripe | | | 0250 703A002 845.000 SQFT| 3.00000 2535.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0260 703B002 90.000 SQFT| 4.00000 360.00| | Traffic Control Legends, Class 2, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 043 -7 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20040116043 COUNTIES : MORGAN LETTING DATE : 01/16/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 18037 |( ) |( ) |REED CONTRACTING SERVICES, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 705A030 36.000 EACH| 6.00000 216.00| | Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 650.000 EACH| 6.00000 3900.00| | Pavement Markers, Class A-H, Type 1-A | | | 0290 705A037 35.000 EACH| 6.00000 210.00| | Pavement Markers, Class A-H, Type 2-D | | | 0300 705A038 12.000 EACH| 6.00000 72.00| | Pavement Markers, Class A-H, Type 2-E | | | 0310 740B000 1328.000 SQFT| 10.00000 13280.00| | Construction Signs | | | 0320 740D000 250.000 EACH| 65.00000 16250.00| | Channelizing Drums | | | 0330 741C010 2.000 EACH| 5000.00000 10000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,944,447.38| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,944,447.38| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 044 -1 VENDOR RANKING CALL ORDER : 044 CONTRACT ID : 20040116044 COUNTIES : MARION LETTING DATE : 01/16/04 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-302-473-017-406 for constructing the Planing, Resurfacing and Traffic Stripe on various State Routes in and around Hamilton. Length 4.580 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,089,855.96 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,138,668.03 104.4788% 3 19074 S & M EQUIPMENT CO., INC. $ 1,503,359.46 137.9411% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 044 -2 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20040116044 COUNTIES : MARION LETTING DATE : 01/16/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 19074 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E019 4.000 EACH| 112.20000 448.80| 124.16000 496.64| 200.00000 800.00 Removing Guardrail End Anchor (Type 10) | | | 0020 305B060 1079.000 TON | 22.72000 24514.88| 18.85000 20339.15| 25.00000 26975.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 405A000 6015.000 GAL | 1.08000 6496.20| 1.02000 6135.30| 1.50000 9022.50 Tack Coat | | | 0040 408A052 103905.000 SQYD| 1.05000 109100.25| 0.98000 101826.90| 2.50000 259762.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A361 10098.000 TON | 43.09000 435122.82| 42.27000 426842.46| 46.00000 464508.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 500.000 TON | 48.28000 24140.00| 46.21000 23105.00| 51.00000 25500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A370 266.000 TON | 51.03000 13573.98| 66.59000 17712.94| 56.00000 14896.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 5963.000 TON | 34.47000 205544.61| 39.77000 237148.51| 43.00000 256409.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 1000.000 TON | 60.81000 60810.00| 56.90000 56900.00| 48.00000 48000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 500.000 TON | 39.72000 19860.00| 44.62000 22310.00| 53.00000 26500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B662 503.000 TON | 50.20000 25250.60| 61.43000 30899.29| 53.00000 26659.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 044 -3 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20040116044 COUNTIES : MARION LETTING DATE : 01/16/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 19074 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 428C000 19413.000 LF | 0.29000 5629.77| 0.36000 6988.68| 0.52000 10094.76 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0130 600A000 LUMP| 6451.63000 6451.63| 21758.20000 21758.20| 150000.00000 150000.00 Mobilization | | | 0140 622A000 40.000 EACH| 135.36000 5414.40| 108.07000 4322.80| 250.00000 10000.00 Manhole Covers Reset | | | 0150 630A001 350.000 LF | 16.83000 5890.50| 18.62000 6517.00| 19.00000 6650.00 Steel Beam Guardrail, Class A, Type 2 | | | 0160 630C070 4.000 EACH| 1310.70000 5242.80| 1450.36000 5801.44| 1480.00000 5920.00 Guardrail End Anchor, Type 10 Series | | | 0170 701A028 5.000 MILE| 1479.00000 7395.00| 1654.00000 8270.00| 1675.00000 8375.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 8.000 MILE| 969.00000 7752.00| 1083.66000 8669.28| 1100.00000 8800.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A046 6.000 MILE| 969.00000 5814.00| 1083.65000 6501.90| 1100.00000 6600.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 9.000 MILE| 1683.00000 15147.00| 1882.14000 16939.26| 1900.00000 17100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 1000.000 LF | 0.87000 870.00| 0.97000 970.00| 1.00000 1000.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 27.000 MILE| 357.00000 9639.00| 399.84000 10795.68| 405.00000 10935.00 Broken Temporary Traffic Stripe | | | 0230 701C001 25.000 MILE| 459.00000 11475.00| 513.31000 12832.75| 520.00000 13000.00 Solid Temporary Traffic Stripe | | | 0240 701G125 410.000 LF | 4.80000 1968.00| 5.38000 2205.80| 5.50000 2255.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0250 701G133 410.000 LF | 4.95000 2029.50| 5.54000 2271.40| 5.60000 2296.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701H000 410.000 LF | 1.02000 418.20| 1.14000 467.40| 1.15000 471.50 Solid Traffic Stripe Removed (Paint) | | | 0270 701H006 205.000 LF | 1.02000 209.10| 1.14000 233.70| 1.15000 235.75 Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 044 -4 TABULATION OF BIDS CALL ORDER : 044 CONTRACT ID : 20040116044 COUNTIES : MARION LETTING DATE : 01/16/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( 3 ) 19074 |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 703A002 11798.000 SQFT| 2.55000 30084.90| 2.86000 33742.28| 2.90000 34214.20 Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 1354.000 SQFT| 3.57000 4833.78| 4.00000 5416.00| 4.05000 5483.70 Traffic Control Legends, Class 2, Type | | | 0300 703D001 1728.000 SQFT| 1.33000 2298.24| 1.49000 2574.72| 1.50000 2592.00 Temporary Traffic Control Markings | | | 0310 703E001 1018.000 SQFT| 1.33000 1353.94| 1.49000 1516.82| 1.50000 1527.00 Temporary Traffic Control Legends | | | 0320 705A030 350.000 EACH| 5.10000 1785.00| 5.70000 1995.00| 5.75000 2012.50 Pavement Markers, Class A-H, Type 2-C | | | 0330 705A031 620.000 EACH| 5.10000 3162.00| 5.70000 3534.00| 5.75000 3565.00 Pavement Markers, Class A-H, Type 1-A | | | 0340 705A032 430.000 EACH| 5.10000 2193.00| 5.70000 2451.00| 5.75000 2472.50 Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 922.000 EACH| 5.10000 4702.20| 5.70000 5255.40| 5.75000 5301.50 Pavement Markers, Class A-H, Type 2-D | | | 0360 705A038 321.000 EACH| 5.10000 1637.10| 5.70000 1829.70| 5.75000 1845.75 Pavement Markers, Class A-H, Type 2-E | | | 0370 730H001 1662.000 LF | 3.06000 5085.72| 3.11000 5168.82| 3.50000 5817.00 Loop Wire | | | 0380 730I001 650.000 LF | 2.24000 1456.00| 1.69000 1098.50| 2.75000 1787.50 Loop Detector Lead-In-Cable | | | 0390 730K000 3.000 EACH| 561.00000 1683.00| 451.47000 1354.41| 650.00000 1950.00 Traffic Signal Junction Box | | | 0400 740B000 1256.000 SQFT| 7.50000 9420.00| 9.61000 12070.16| 8.05000 10110.80 Construction Signs | | | 0410 740D000 4.000 EACH| 62.12000 248.48| 1.80000 7.20| 65.00000 260.00 Channelizing Drums | | | 0420 740E000 100.000 EACH| 10.17000 1017.00| 2.40000 240.00| 11.50000 1150.00 Cones (36 Inches High) | | | 0430 740I005 4.000 EACH| 123.17000 492.68| 90.05000 360.20| 140.00000 560.00 Warning Lights, Type B (Detachable Head | | | 0440 740M001 100.000 EACH| 6.69000 669.00| 2.16000 216.00| 8.65000 865.00 Ballast For Cone | | | 0450 741C010 2.000 EACH| 762.94000 1525.88| 288.17000 576.34| 4540.00000 9080.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,089,855.96| $ 1,138,668.03| $ 1,503,359.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,089,855.96| $ 1,138,668.03| $ 1,503,359.46 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20040116045 COUNTIES : CALHOUN LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-304-082-004-401 for constructing the Planing, Resurfacing and Traffic Stripe 99-304-082-004-402 on S.R.#4 (U.S.#78) from west of C.R.#105 to S.R.#21 in Oxford and from S.R.#1 (U.S.#431) to the Cleburne County line. Length 6.770 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 859,283.89 100.0000% 2 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 966,342.55 112.4591% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040116045 COUNTIES : CALHOUN LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 2.000 EACH| 104.61000 209.22| 100.00000 200.00| Mailbox Reset, Single | | | 0020 401B100 139215.000 SQYD| 0.58000 80744.70| 0.60000 83529.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 1065.000 GAL | 1.07000 1139.55| 1.25000 1331.25| Tack Coat | | | 0040 408A051 5110.000 SQYD| 2.88000 14716.80| 3.25000 16607.50| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 408A052 69834.000 SQYD| 0.79000 55168.86| 1.00000 69834.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A360 12149.000 TON | 36.78000 446840.22| 41.00000 498109.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 650.000 TON | 46.32000 30108.00| 38.00000 24700.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A369 630.000 TON | 57.49000 36218.70| 60.00000 37800.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 550.000 TON | 72.29000 39759.50| 75.00000 41250.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 428D001 20548.000 LF | 0.36000 7397.28| 0.35000 7191.80| Scoring Bituminous Pavement Surface | | | Edge By Cutting(16 Inch Wide) | | | 0110 430B014 855.000 TON | 16.93000 14475.15| 20.00000 17100.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0120 600A000 LUMP| 9817.50000 9817.50| 44400.00000 44400.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040116045 COUNTIES : CALHOUN LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A028 9.000 MILE| 1732.50000 15592.50| 1650.00000 14850.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A032 4.000 MILE| 1732.50000 6930.00| 1650.00000 6600.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 5.000 MILE| 1039.50000 5197.50| 990.00000 4950.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A046 5.000 MILE| 1039.50000 5197.50| 990.00000 4950.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 8.000 MILE| 1984.50000 15876.00| 1890.00000 15120.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 5300.000 LF | 1.05000 5565.00| 1.00000 5300.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 15.000 MILE| 441.00000 6615.00| 420.00000 6300.00| Broken Temporary Traffic Stripe | | | 0200 701C001 18.000 MILE| 504.00000 9072.00| 480.00000 8640.00| Solid Temporary Traffic Stripe | | | 0210 703A002 5160.000 SQFT| 2.63000 13570.80| 2.50000 12900.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 478.000 SQFT| 3.68000 1759.04| 3.50000 1673.00| Traffic Control Legends, Class 2, Type | | | 0230 703D001 1350.000 SQFT| 1.58000 2133.00| 1.50000 2025.00| Temporary Traffic Control Markings | | | 0240 730H001 3500.000 LF | 3.94000 13790.00| 3.75000 13125.00| Loop Wire | | | 0250 730I000 1700.000 LF | 0.53000 901.00| 0.50000 850.00| Shielded Loop Detector Home-Run Cable | | | 0260 740B000 1234.000 SQFT| 7.88000 9723.92| 13.00000 16042.00| Construction Signs | | | 0270 740E000 330.000 EACH| 1.05000 346.50| 6.50000 2145.00| Cones (36 Inches High) | | | 0280 740M001 330.000 EACH| 1.05000 346.50| 4.00000 1320.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 045 -4 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20040116045 COUNTIES : CALHOUN LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 13022 |( ) |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 740O000 1.000 EACH| 8812.15000 8812.15| 5000.00000 5000.00| Pilot Car | | | 0300 741C010 1.000 EACH| 1260.00000 1260.00| 2500.00000 2500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 859,283.89| $ 966,342.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 859,283.89| $ 966,342.55| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20040116046 COUNTIES : RUSSELL LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-304-576-165-401 for constructing the Resurfacing and Traffic Stripe on S.R.#165 from the Barbour County line (MP 5.494) to MP 11.314 at Cottonton. Length 5.820 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 435,547.60 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 444,519.55 102.0599% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 473,472.50 108.7074% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040116046 COUNTIES : RUSSELL LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 23024 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 11.000 EACH| 85.00000 935.00| 150.00000 1650.00| 95.00000 1045.00 Mailbox Reset, Single | | | 0020 401B100 81000.000 SQYD| 0.54160 43869.60| 0.57000 46170.00| 0.60000 48600.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 480.000 GAL | 1.00000 480.00| 4.00000 1920.00| 2.00000 960.00 Tack Coat | | | 0040 408A051 2134.000 SQYD| 4.00000 8536.00| 4.00000 8536.00| 2.50000 5335.00 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A360 6900.000 TON | 42.43000 292767.00| 40.00000 276000.00| 43.95000 303255.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 100.000 TON | 50.00000 5000.00| 69.00000 6900.00| 45.00000 4500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A369 100.000 TON | 0.00000 0.00| 68.00000 6800.00| 45.00000 4500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B655 100.000 TON | 0.00000 0.00| 70.00000 7000.00| 45.00000 4500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 430B043 700.000 TON | 17.50000 12250.00| 24.00000 16800.00| 25.00000 17500.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 10000.00000 10000.00| 12567.00000 12567.00| 25000.00000 25000.00 Mobilization | | | 0110 701A028 12.000 MILE| 1900.00000 22800.00| 1900.00000 22800.00| 1650.00000 19800.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 5.000 MILE| 1200.00000 6000.00| 1200.00000 6000.00| 990.00000 4950.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20040116046 COUNTIES : RUSSELL LETTING DATE : 01/16/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01087 |( 3 ) 23024 |EAST ALABAMA PAVING CO., IN |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A048 4.000 MILE| 2200.00000 8800.00| 2200.00000 8800.00| 1890.00000 7560.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701C002 19.000 MILE| 300.00000 5700.00| 300.00000 5700.00| 420.00000 7980.00 Broken Temporary Traffic Stripe (Paint) | | | 0150 701C003 23.000 MILE| 440.00000 10120.00| 440.00000 10120.00| 480.00000 11040.00 Solid Temporary Traffic Stripe (Paint) | | | 0160 703A002 200.000 SQFT| 2.90000 580.00| 2.90000 580.00| 5.00000 1000.00 Traffic Control Markings, Class 2, Type | | | A | | | 0170 703D001 100.000 SQFT| 2.30000 230.00| 2.30000 230.00| 1.50000 150.00 Temporary Traffic Control Markings | | | 0180 740B000 673.000 SQFT| 10.00000 6730.00| 7.35000 4946.55| 7.50000 5047.50 Construction Signs | | | 0190 740O000 1.000 EACH| 750.00000 750.00| 1000.00000 1000.00| 750.00000 750.00 Pilot Car | | | SECTION TOTALS | $ 435,547.60| $ 444,519.55| $ 473,472.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 435,547.60| $ 444,519.55| $ 473,472.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 047 -1 VENDOR RANKING CALL ORDER : 047 CONTRACT ID : 20040116047 COUNTIES : CHILTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-305-114-003-401 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#3 (U.S.#31) from the north city limit of Thorsby (MP 230.464) to MP 234.234. Length 3.770 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 931,166.97 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 047 -2 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040116047 COUNTIES : CHILTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04013 |( ) |( ) |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 209A000 10.000 EACH| 157.98000 1579.80| | Mailbox Reset, Single | | | 0020 305B060 500.000 TON | 27.72000 13860.00| | Crushed Aggregate, Section 825, 1" down | | | 0030 405A000 6240.000 GAL | 1.11000 6926.40| | Tack Coat | | | 0040 408A053 59115.000 SQYD| 2.77000 163748.55| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 424A360 4122.000 TON | 48.30000 199092.60| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A366 200.000 TON | 55.69000 11138.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A369 200.000 TON | 66.24000 13248.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 8922.000 TON | 36.40000 324760.80| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 424B655 300.000 TON | 66.44000 19932.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 500.000 TON | 49.75000 24875.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B662 500.000 TON | 57.02000 28510.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 047 -3 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040116047 COUNTIES : CHILTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 64892.00000 64892.00| | Mobilization | | | 0130 665J000 200.000 LF | 19.49000 3898.00| | Silt Fence, Type A | | | 0140 701A028 8.000 MILE| 1352.45000 10819.60| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A046 3.000 MILE| 922.12000 2766.36| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 4.000 MILE| 1721.30000 6885.20| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 554.000 LF | 0.61000 337.94| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C000 6.000 MILE| 307.37000 1844.22| | Broken Temporary Traffic Stripe | | | 0190 701C001 8.000 MILE| 368.85000 2950.80| | Solid Temporary Traffic Stripe | | | 0200 703A002 1043.000 SQFT| 2.09000 2179.87| | Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 641.000 SQFT| 2.09000 1339.69| | Traffic Control Legends, Class 2, Type | | | 0220 703D001 2086.000 SQFT| 1.11000 2315.46| | Temporary Traffic Control Markings | | | 0230 705A032 346.000 EACH| 5.53000 1913.38| | Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 232.000 EACH| 5.53000 1282.96| | Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 248.000 EACH| 5.53000 1371.44| | Pavement Markers, Class A-H, Type 2-E | | | 0260 730H001 1104.000 LF | 2.77000 3058.08| | Loop Wire | | | 0270 730I001 460.000 LF | 1.23000 565.80| | Loop Detector Lead-In-Cable | | | 0280 740B000 648.000 SQFT| 9.16000 5935.68| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 047 -4 TABULATION OF BIDS CALL ORDER : 047 CONTRACT ID : 20040116047 COUNTIES : CHILTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 740O000 1.000 EACH| 9139.34000 9139.34| | Pilot Car | | | SECTION TOTALS | $ 931,166.97| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 931,166.97| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20040116048 COUNTIES : PERRY HALE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : 99-305-690-061-401 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#61 from S.R.#8 (U.S.#80) in Uniontown to the south city limits of Newbern. Length 8.218 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 1,331,535.10 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,539,141.08 115.5915% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040116048 COUNTIES : PERRY HALE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, 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 209A000 2.000 EACH| 175.00000 350.00| 300.00000 600.00| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 225.00000 225.00| 400.00000 400.00| Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 350.00000 350.00| 500.00000 500.00| Mailbox Reset, Multiple | | | 0040 210D021 6695.000 CUYD| 8.90000 59585.50| 8.00000 53560.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0050 212A000 832.000 STA | 32.00000 26624.00| 2.00000 1664.00| Machine Grading Shoulders | | | 0060 305B060 200.000 TON | 34.50000 6900.00| 20.00000 4000.00| Crushed Aggregate, Section 825, 1" Down | | | 0070 405A000 12824.000 GAL | 1.10000 14106.40| 1.25000 16030.00| Tack Coat | | | 0080 408A051 110725.000 SQYD| 0.66000 73078.50| 1.17000 129548.25| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0090 408A054 14728.000 SQYD| 1.30000 19146.40| 1.65000 24301.20| Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0100 424A360 8203.000 TON | 36.60000 300229.80| 49.71000 407771.13| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0110 424A363 300.000 TON | 60.00000 18000.00| 75.00000 22500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424A366 700.000 TON | 38.60000 27020.00| 49.71000 34797.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B651 14090.000 TON | 33.10000 466379.00| 46.50000 655185.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040116048 COUNTIES : PERRY HALE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B655 300.000 TON | 58.00000 17400.00| 75.00000 22500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B659 300.000 TON | 39.00000 11700.00| 46.50000 13950.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 600A000 LUMP| 175500.00000 175500.00| 32000.00000 32000.00| Mobilization | | | 0170 651B000 22.000 TON | 60.00000 1320.00| 100.00000 2200.00| Agricultural Limestone | | | 0180 651C000 9.000 TON | 350.00000 3150.00| 350.00000 3150.00| 8-8-8 Commercial Fertilizer | | | 0190 652A054 11.000 ACRE| 390.00000 4290.00| 650.00000 7150.00| Seeding (Mix 2A) | | | 0200 656A000 11.000 ACRE| 445.00000 4895.00| 650.00000 7150.00| Mulching, Class A, Type 1 | | | 0210 665F000 220.000 EACH| 8.00000 1760.00| 5.00000 1100.00| Hay Bales | | | 0220 665J000 2200.000 LF | 4.25000 9350.00| 4.50000 9900.00| Silt Fence, Type A | | | 0230 701A028 17.000 MILE| 1475.00000 25075.00| 1475.00000 25075.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0240 701A046 8.000 MILE| 965.00000 7720.00| 965.00000 7720.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A048 7.000 MILE| 1650.00000 11550.00| 1650.00000 11550.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701C000 16.000 MILE| 420.00000 6720.00| 420.00000 6720.00| Broken Temporary Traffic Stripe | | | 0270 701C001 14.000 MILE| 490.00000 6860.00| 490.00000 6860.00| Solid Temporary Traffic Stripe | | | 0280 703A002 552.000 SQFT| 2.50000 1380.00| 2.50000 1380.00| Traffic Control Markings, Class 2, Type | | | A | | | 0290 703D001 552.000 SQFT| 1.50000 828.00| 1.50000 828.00| Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20040116048 COUNTIES : PERRY HALE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 02033 |( ) |ASPHALT CONTRACTORS, INC. |S. T. BUNN CONSTRUCTION CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A032 295.000 EACH| 5.50000 1622.50| 5.50000 1622.50| Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 390.000 EACH| 5.50000 2145.00| 5.50000 2145.00| Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 1344.000 SQFT| 12.50000 16800.00| 11.00000 14784.00| Construction Signs | | | 0330 740D000 100.000 EACH| 48.00000 4800.00| 50.00000 5000.00| Channelizing Drums | | | 0340 740O000 1.000 EACH| 2225.00000 2225.00| 3000.00000 3000.00| Pilot Car | | | 0350 741C010 1.000 EACH| 2450.00000 2450.00| 2500.00000 2500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,331,535.10| $ 1,539,141.08| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,331,535.10| $ 1,539,141.08| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 049 -1 VENDOR RANKING CALL ORDER : 049 CONTRACT ID : 20040116049 COUNTIES : TUSCALOOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : 99-305-632-006-301 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#6 (U.S.#82) from the south end of the Woolsey Finnell Bridge to 15th Street in Tuscaloosa. Length 1.829 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 946,201.46 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,007,180.75 106.4446% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 049 -2 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040116049 COUNTIES : TUSCALOOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 4016.000 LF | 3.48000 13975.68| 0.53000 2128.48| Removing Guardrail | | | 0020 210D021 249.000 CUYD| 10.00000 2490.00| 25.21000 6277.29| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0030 405A000 4407.000 GAL | 1.25000 5508.75| 1.23000 5420.61| Tack Coat | | | 0040 408A051 88130.000 SQYD| 1.04000 91655.20| 0.92000 81079.60| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 410D000 1.000 EACH| 6000.00000 6000.00| 8294.99000 8294.99| Portable Nuclear Asphalt Content Gauge | | | 0060 424A280 1717.000 TON | 48.87000 83909.79| 49.96000 85781.32| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424A281 5070.000 TON | 45.00000 228150.00| 29.88000 151491.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0080 424A284 200.000 TON | 65.00000 13000.00| 84.68000 16936.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0090 424A287 200.000 TON | 45.00000 9000.00| 42.91000 8582.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424A290 134.000 TON | 59.00000 7906.00| 70.51000 9448.34| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 424A361 324.000 TON | 49.75000 16119.00| 64.63000 20940.12| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424B285 50.000 TON | 65.00000 3250.00| 72.78000 3639.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 049 -3 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040116049 COUNTIES : TUSCALOOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424B289 50.000 TON | 49.75000 2487.50| 41.38000 2069.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0140 428C000 10085.000 LF | 0.40000 4034.00| 0.53000 5345.05| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0150 600A000 LUMP| 69000.00000 69000.00| 176155.96000 176155.96| Mobilization | | | 0160 629A008 274.000 LF | 190.00000 52060.00| 199.50000 54663.00| Concrete Median Or Safety Barrier, Type | | | 5 | | | 0170 629A048 2632.000 LF | 52.00000 136864.00| 54.60000 143707.20| Concrete Median Or Safety Barrier, Type | | | 1 (Reinforced) | | | 0180 629C001 6.000 EACH| 2500.00000 15000.00| 2625.00000 15750.00| Concrete Median Or Safety Barrier End | | | Section, (Type TES Modified) | | | 0190 630C041 6.000 EACH| 3750.00000 22500.00| 3675.00000 22050.00| Guardrail End Anchor, Type 22 | | | 0200 651B000 1.000 TON | 100.00000 100.00| 105.00000 105.00| Agricultural Limestone | | | 0210 651C000 1.000 TON | 375.00000 375.00| 315.00000 315.00| 8-8-8 Commercial Fertilizer | | | 0220 652A054 1.000 ACRE| 800.00000 800.00| 1050.00000 1050.00| Seeding (Mix 2A) | | | 0230 652A056 1.000 ACRE| 800.00000 800.00| 1050.00000 1050.00| Seeding (Mix 2E) | | | 0240 656A000 1.000 ACRE| 800.00000 800.00| 1050.00000 1050.00| Mulching, Class A, Type 1 | | | 0250 665F000 180.000 EACH| 4.00000 720.00| 12.74000 2293.20| Hay Bales | | | 0260 665J000 1800.000 LF | 4.00000 7200.00| 4.56000 8208.00| Silt Fence, Type A | | | 0270 701A028 8.000 MILE| 1480.00000 11840.00| 1554.00000 12432.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0280 701A041 6.000 MILE| 990.00000 5940.00| 1039.50000 6237.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 049 -4 TABULATION OF BIDS CALL ORDER : 049 CONTRACT ID : 20040116049 COUNTIES : TUSCALOOSA LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 701A048 10.000 MILE| 1690.00000 16900.00| 1774.50000 17745.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0300 701B009 10122.000 LF | 0.82000 8300.04| 0.86000 8704.92| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0310 701C000 6.000 MILE| 390.00000 2340.00| 409.50000 2457.00| Broken Temporary Traffic Stripe | | | 0320 701C001 17.000 MILE| 480.00000 8160.00| 504.00000 8568.00| Solid Temporary Traffic Stripe | | | 0330 703A002 7096.000 SQFT| 2.50000 17740.00| 2.63000 18662.48| Traffic Control Markings, Class 2, Type | | | A | | | 0340 703B002 1065.000 SQFT| 3.50000 3727.50| 3.68000 3919.20| Traffic Control Legends, Class 2, Type | | | 0350 703D001 4793.000 SQFT| 1.50000 7189.50| 1.58000 7572.94| Temporary Traffic Control Markings | | | 0360 705A030 222.000 EACH| 5.50000 1221.00| 5.78000 1283.16| Pavement Markers, Class A-H, Type 2-C | | | 0370 705A031 1199.000 EACH| 5.50000 6594.50| 5.78000 6930.22| Pavement Markers, Class A-H, Type 1-A | | | 0380 705A032 364.000 EACH| 5.50000 2002.00| 5.78000 2103.92| Pavement Markers, Class A-H, Type 1-B | | | 0390 730H001 7288.000 LF | 2.50000 18220.00| 2.63000 19167.44| Loop Wire | | | 0400 730I001 4000.000 LF | 1.00000 4000.00| 1.05000 4200.00| Loop Detector Lead-In-Cable | | | 0410 731A004 2.000 EACH| 5000.00000 10000.00| 5250.00000 10500.00| Traffic Counting Units, Type E | | | 0420 731A010 1.000 EACH| 4000.00000 4000.00| 4200.00000 4200.00| Traffic Counting Units, Type K | | | 0430 740B000 1077.000 SQFT| 7.50000 8077.50| 7.99000 8605.23| Construction Signs | | | 0440 740C000 617.000 SQFT| 8.50000 5244.50| 8.16000 5034.72| Special Construction Signs | | | 0450 740D000 400.000 EACH| 20.00000 8000.00| 57.33000 22932.00| Channelizing Drums | | | 0460 741C010 2.000 EACH| 1500.00000 3000.00| 1047.38000 2094.76| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 946,201.46| $ 1,007,180.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 946,201.46| $ 1,007,180.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20040116051 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : 99-306-513-008-401 for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#8 (U.S.#80) from MP 124.051 to I-65 in Montgomery. Length 5.290 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 1,357,727.50 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,477,342.05 108.8099% 3 01087 APAC-SOUTHEAST, INC. $ 1,488,814.30 109.6549% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040116051 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 1100.000 CUYD| 9.00000 9900.00| 6.50000 7150.00| 17.15000 18865.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0020 405A000 9215.000 GAL | 0.90000 8293.50| 1.75000 16126.25| 0.85000 7832.75 Tack Coat | | | 0030 408A052 72600.000 SQYD| 0.82000 59532.00| 0.79000 57354.00| 0.75000 54450.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410C000 1.000 EACH| 1750.00000 1750.00| 1750.00000 1750.00| 2300.00000 2300.00 Contractor Retained Profilograph | | | 0050 424A281 17500.000 TON | 30.05000 525875.00| 33.95000 594125.00| 34.50000 603750.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0060 424A287 1500.000 TON | 32.00000 48000.00| 32.40000 48600.00| 31.40000 47100.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424A358 1000.000 TON | 33.40000 33400.00| 36.50000 36500.00| 41.85000 41850.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/8" Maximum | | | Aggregate Size Mix, Esal Range C/D | | | 0080 424A361 5100.000 TON | 27.65000 141015.00| 28.15000 143565.00| 33.15000 169065.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A370 1330.000 TON | 34.00000 45220.00| 43.00000 57190.00| 49.00000 65170.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B280 8175.000 TON | 29.05000 237483.75| 32.50000 265687.50| 30.30000 247702.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0110 424B285 150.000 TON | 65.00000 9750.00| 50.00000 7500.00| 115.00000 17250.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040116051 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 428B000 106865.000 LF | 0.05000 5343.25| 0.02000 2137.30| 0.05000 5343.25 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0130 600A000 LUMP| 39900.00000 39900.00| 49000.00000 49000.00| 22000.00000 22000.00 Mobilization | | | 0140 652A056 6.000 ACRE| 340.00000 2040.00| 470.00000 2820.00| 340.00000 2040.00 Seeding (Mix 2E) | | | 0150 656A000 6.000 ACRE| 340.00000 2040.00| 445.00000 2670.00| 340.00000 2040.00 Mulching, Class A, Type 1 | | | 0160 665F000 300.000 EACH| 5.00000 1500.00| 4.75000 1425.00| 5.00000 1500.00 Hay Bales | | | 0170 665J000 3000.000 LF | 3.00000 9000.00| 2.75000 8250.00| 2.80000 8400.00 Silt Fence, Type A | | | 0180 701A028 15.000 MILE| 1460.00000 21900.00| 1460.00000 21900.00| 1460.00000 21900.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A032 11.000 MILE| 1460.00000 16060.00| 1460.00000 16060.00| 1460.00000 16060.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 13.000 MILE| 965.00000 12545.00| 965.00000 12545.00| 965.00000 12545.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 16000.000 LF | 0.80000 12800.00| 0.80000 12800.00| 0.80000 12800.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 21.000 MILE| 350.00000 7350.00| 350.00000 7350.00| 350.00000 7350.00 Broken Temporary Traffic Stripe | | | 0230 701C001 31.000 MILE| 420.00000 13020.00| 420.00000 13020.00| 420.00000 13020.00 Solid Temporary Traffic Stripe | | | 0240 701F000 16000.000 LF | 0.30000 4800.00| 0.30000 4800.00| 0.30000 4800.00 Dotted Temporary Traffic Stripe | | | 0250 701G121 2675.000 LF | 1.28000 3424.00| 1.28000 3424.00| 1.28000 3424.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0260 701G125 2675.000 LF | 3.44000 9202.00| 3.44000 9202.00| 3.44000 9202.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G133 2675.000 LF | 3.58000 9576.50| 3.58000 9576.50| 3.58000 9576.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040116051 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 701H001 5350.000 LF | 0.50000 2675.00| 0.50000 2675.00| 0.50000 2675.00 Solid Traffic Stripe Removed (Plastic) | | | 0290 701H006 2675.000 LF | 0.50000 1337.50| 0.50000 1337.50| 0.50000 1337.50 Broken Traffic Stripe Removed (Plastic) | | | 0300 703A002 5650.000 SQFT| 2.50000 14125.00| 2.50000 14125.00| 2.50000 14125.00 Traffic Control Markings, Class 2, Type | | | A | | | 0310 703D001 11300.000 SQFT| 1.30000 14690.00| 1.30000 14690.00| 1.30000 14690.00 Temporary Traffic Control Markings | | | 0320 705A030 20.000 EACH| 5.00000 100.00| 5.00000 100.00| 5.00000 100.00 Pavement Markers, Class A-H, Type 2-C | | | 0330 705A031 1520.000 EACH| 5.00000 7600.00| 5.00000 7600.00| 5.00000 7600.00 Pavement Markers, Class A-H, Type 1-A | | | 0340 705A032 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| 5.00000 1000.00 Pavement Markers, Class A-H, Type 1-B | | | 0350 740B000 1092.000 SQFT| 8.00000 8736.00| 7.00000 7644.00| 8.00000 8736.00 Construction Signs | | | 0360 740C000 121.000 SQFT| 14.00000 1694.00| 8.00000 968.00| 8.80000 1064.80 Special Construction Signs | | | 0370 740D000 100.000 EACH| 48.00000 4800.00| 45.00000 4500.00| 6.00000 600.00 Channelizing Drums | | | 0380 740E000 700.000 EACH| 8.00000 5600.00| 6.25000 4375.00| 9.00000 6300.00 Cones (36 Inches High) | | | 0390 740M001 700.000 EACH| 3.00000 2100.00| 4.00000 2800.00| 3.00000 2100.00 Ballast For Cone | | | 0400 741C010 2.000 EACH| 1275.00000 2550.00| 1500.00000 3000.00| 575.00000 1150.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,357,727.50| $ 1,477,342.05| $ 1,488,814.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,357,727.50| $ 1,477,342.05| $ 1,488,814.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 052 -1 VENDOR RANKING CALL ORDER : 052 CONTRACT ID : 20040116052 COUNTIES : COVINGTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-203-009-401 for constructing the Resurfacing and Traffic Stripe on S.R.#9 (U.S.#331) from the north city limit of Florala to MP 12.00. Length 6.904 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 988,554.36 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 991,628.54 100.3110% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 052 -2 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040116052 COUNTIES : COVINGTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D011 5771.000 CUYD| 4.50000 25969.50| 5.75000 33183.25| Borrow Excavation (A-4 or Better) | | | 0020 212A000 678.000 STA | 12.75000 8644.50| 18.50000 12543.00| Machine Grading Shoulders | | | 0030 401B108 98671.000 SQYD| 0.78000 76963.38| 0.69000 68082.99| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 3009.000 GAL | 1.20000 3610.80| 1.75000 5265.75| Tack Coat | | | 0050 408A052 4187.000 SQYD| 1.50000 6280.50| 1.40000 5861.80| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A361 8323.000 TON | 34.93000 290722.39| 34.60000 287975.80| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 1489.000 TON | 36.61000 54512.29| 38.50000 57326.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B651 12062.000 TON | 33.00000 398046.00| 32.25000 388999.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 8000.00000 8000.00| 15350.00000 15350.00| Mobilization | | | 0100 651B000 38.000 TON | 20.00000 760.00| 25.00000 950.00| Agricultural Limestone | | | 0110 652A061 19.000 ACRE| 355.00000 6745.00| 352.00000 6688.00| Seeding (Mix 3E) | | | 0120 656A001 19.000 ACRE| 335.00000 6365.00| 332.00000 6308.00| Mulching, Class A, Type 2 | | | 0130 665F000 100.000 EACH| 3.70000 370.00| 3.60000 360.00| Hay Bales | | | 0140 665J000 1500.000 LF | 2.80000 4200.00| 2.70000 4050.00| Silt Fence, Type A | | | 0150 680A000 LUMP| 500.00000 500.00| 540.00000 540.00| Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 052 -3 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040116052 COUNTIES : COVINGTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A028 14.000 MILE| 1430.00000 20020.00| 1430.00000 20020.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0170 701A046 6.000 MILE| 940.00000 5640.00| 940.00000 5640.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 6.000 MILE| 1580.00000 9480.00| 1580.00000 9480.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 100.000 LF | 1.00000 100.00| 1.00000 100.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 11.000 MILE| 400.00000 4400.00| 350.00000 3850.00| Broken Temporary Traffic Stripe | | | 0210 701C001 59.000 MILE| 410.00000 24190.00| 390.00000 23010.00| Solid Temporary Traffic Stripe | | | 0220 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Paint) | | | 0230 701D008 1.000 MILE| 1650.00000 1650.00| 1650.00000 1650.00| Solid Traffic Stripe Removed (Plastic) | | | 0240 701D014 1.000 MILE| 1400.00000 1400.00| 1400.00000 1400.00| Broken Traffic Stripe Removed (Paint) | | | 0250 701D015 1.000 MILE| 1400.00000 1400.00| 1400.00000 1400.00| Broken Traffic Stripe Removed (Plastic) | | | 0260 701G125 460.000 LF | 4.51000 2074.60| 4.51000 2074.60| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G133 460.000 LF | 4.65000 2139.00| 4.65000 2139.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 703A002 2175.000 SQFT| 2.50000 5437.50| 2.50000 5437.50| Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 23.000 SQFT| 3.50000 80.50| 3.50000 80.50| Traffic Control Legends, Class 2, Type | | | 0300 703D001 968.000 SQFT| 1.30000 1258.40| 1.30000 1258.40| Temporary Traffic Control Markings | | | 0310 705A030 14.000 EACH| 5.00000 70.00| 5.00000 70.00| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 052 -4 TABULATION OF BIDS CALL ORDER : 052 CONTRACT ID : 20040116052 COUNTIES : COVINGTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( ) |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 705A031 70.000 EACH| 5.00000 350.00| 5.00000 350.00| Pavement Markers, Class A-H, Type 1-A | | | 0330 705A032 523.000 EACH| 5.00000 2615.00| 5.00000 2615.00| Pavement Markers, Class A-H, Type 1-B | | | 0340 705A037 565.000 EACH| 5.00000 2825.00| 5.00000 2825.00| Pavement Markers, Class A-H, Type 2-D | | | 0350 705A038 170.000 EACH| 5.00000 850.00| 5.00000 850.00| Pavement Markers, Class A-H, Type 2-E | | | 0360 740B000 1557.000 SQFT| 5.00000 7785.00| 7.35000 11443.95| Construction Signs | | | 0370 740E000 50.000 EACH| 1.00000 50.00| 6.00000 300.00| Cones (36 Inches High) | | | 0380 740M001 50.000 EACH| 1.00000 50.00| 3.00000 150.00| Ballast For Cone | | | 0390 740O000 1.000 EACH| 1500.00000 1500.00| 500.00000 500.00| Pilot Car | | | SECTION TOTALS | $ 988,554.36| $ 991,628.54| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 988,554.36| $ 991,628.54| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 053 -1 VENDOR RANKING CALL ORDER : 053 CONTRACT ID : 20040116053 COUNTIES : GENEVA LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-307-312-052-401 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#52 from the east end of the Pea River bridge to C.R.#40 in Samson. Length 3.761 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 953,598.81 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 1,056,691.78 110.8109% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,067,980.91 111.9948% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 053 -2 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20040116053 COUNTIES : GENEVA LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02032 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 184.000 SQYD| 10.50000 1932.00| 30.00000 5520.00| 20.00000 3680.00 Removing Concrete Driveway | | | 0020 210D011 2876.000 CUYD| 5.65000 16249.40| 5.50000 15818.00| 6.50000 18694.00 Borrow Excavation (A-4 or Better) | | | 0030 212A000 294.000 STA | 18.00000 5292.00| 20.00000 5880.00| 25.00000 7350.00 Machine Grading Shoulders | | | 0040 405A000 5500.000 GAL | 1.55000 8525.00| 1.25000 6875.00| 1.75000 9625.00 Tack Coat | | | 0050 408A052 41150.000 SQYD| 0.47000 19340.50| 1.00000 41150.00| 0.75000 30862.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 408A055 30111.000 SQYD| 1.56000 46973.16| 2.00000 60222.00| 1.65000 49683.15 Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0070 424A361 6140.000 TON | 36.40000 223496.00| 38.53000 236574.20| 38.25000 234855.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 1000.000 TON | 43.40000 43400.00| 38.72000 38720.00| 35.00000 35000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 9939.000 TON | 33.20000 329974.80| 36.26000 360388.14| 37.64000 374103.96 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B681 4164.000 TON | 32.10000 133664.40| 37.26000 155150.64| 38.25000 159273.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0110 424B685 75.000 TON | 67.00000 5025.00| 75.00000 5625.00| 95.00000 7125.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 600A000 LUMP| 17100.00000 17100.00| 20000.00000 20000.00| 33500.00000 33500.00 Mobilization | | | 0130 618B002 184.000 SQYD| 40.00000 7360.00| 40.00000 7360.00| 35.00000 6440.00 Concrete Driveway, 6" Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 053 -3 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20040116053 COUNTIES : GENEVA LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02032 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 651B000 16.000 TON | 30.00000 480.00| 20.00000 320.00| 20.00000 320.00 Agricultural Limestone | | | 0150 652A061 8.000 ACRE| 465.00000 3720.00| 346.00000 2768.00| 342.00000 2736.00 Seeding (Mix 3E) | | | 0160 656A000 8.000 ACRE| 450.00000 3600.00| 345.00000 2760.00| 330.00000 2640.00 Mulching, Class A, Type 1 | | | 0170 665F000 100.000 EACH| 5.00000 500.00| 2.80000 280.00| 2.40000 240.00 Hay Bales | | | 0180 665J000 1500.000 LF | 1.00000 1500.00| 2.40000 3600.00| 2.15000 3225.00 Silt Fence, Type A | | | 0190 680A000 LUMP| 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00 Engineering Controls | | | 0200 701A028 9.000 MILE| 1430.00000 12870.00| 1430.00000 12870.00| 1430.00000 12870.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0210 701A046 3.000 MILE| 940.00000 2820.00| 940.00000 2820.00| 940.00000 2820.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 3.000 MILE| 1580.00000 4740.00| 1580.00000 4740.00| 1580.00000 4740.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701B009 485.000 LF | 0.80000 388.00| 0.80000 388.00| 0.80000 388.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0240 701C000 6.000 MILE| 350.00000 2100.00| 400.00000 2400.00| 350.00000 2100.00 Broken Temporary Traffic Stripe | | | 0250 701C001 25.000 MILE| 390.00000 9750.00| 410.00000 10250.00| 390.00000 9750.00 Solid Temporary Traffic Stripe | | | 0260 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Solid Traffic Stripe Removed (Paint) | | | 0270 701D008 1.000 MILE| 1650.00000 1650.00| 1650.00000 1650.00| 1650.00000 1650.00 Solid Traffic Stripe Removed (Plastic) | | | 0280 701D014 1.000 MILE| 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 Broken Traffic Stripe Removed (Paint) | | | 0290 701D015 1.000 MILE| 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 Broken Traffic Stripe Removed (Plastic) | | | 0300 701G125 1678.000 LF | 3.48000 5839.44| 3.48000 5839.44| 3.48000 5839.44 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 053 -4 TABULATION OF BIDS CALL ORDER : 053 CONTRACT ID : 20040116053 COUNTIES : GENEVA LETTING DATE : 01/16/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 02032 |( 3 ) 23024 |APAC-SOUTHEAST, INC. |BULLARD EXCAVATING, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 701G133 1678.000 LF | 3.62000 6074.36| 3.62000 6074.36| 3.62000 6074.36 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0320 703A002 5471.000 SQFT| 2.50000 13677.50| 2.50000 13677.50| 2.50000 13677.50 Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 532.000 SQFT| 3.50000 1862.00| 3.50000 1862.00| 3.50000 1862.00 Traffic Control Legends, Class 2, Type | | | 0340 703D001 3164.000 SQFT| 1.30000 4113.20| 1.30000 4113.20| 1.30000 4113.20 Temporary Traffic Control Markings | | | 0350 703E001 151.000 SQFT| 1.30000 196.30| 1.30000 196.30| 1.30000 196.30 Temporary Traffic Control Legends | | | 0360 705A030 42.000 EACH| 5.00000 210.00| 5.00000 210.00| 5.00000 210.00 Pavement Markers, Class A-H, Type 2-C | | | 0370 705A032 321.000 EACH| 5.00000 1605.00| 5.00000 1605.00| 5.00000 1605.00 Pavement Markers, Class A-H, Type 1-B | | | 0380 705A037 400.000 EACH| 5.00000 2000.00| 5.00000 2000.00| 5.00000 2000.00 Pavement Markers, Class A-H, Type 2-D | | | 0390 705A038 144.000 EACH| 5.00000 720.00| 5.00000 720.00| 5.00000 720.00 Pavement Markers, Class A-H, Type 2-E | | | 0400 740B000 1245.000 SQFT| 7.35000 9150.75| 7.00000 8715.00| 7.50000 9337.50 Construction Signs | | | 0410 740E000 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 10.00000 500.00 Cones (36 Inches High) | | | 0420 740M001 50.000 EACH| 3.00000 150.00| 5.00000 250.00| 7.50000 375.00 Ballast For Cone | | | 0430 740O000 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 2500.00000 2500.00 Pilot Car | | | SECTION TOTALS | $ 953,598.81| $ 1,056,691.78| $ 1,067,980.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 953,598.81| $ 1,056,691.78| $ 1,067,980.91 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20040116054 COUNTIES : HALE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-332-008-411 for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#8 (U.S.#80) from M.P. 40.974 at the Marengo County Line to M.P. 44.100. Length 3.126 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,769,249.01 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 1,774,201.87 100.2799% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040116054 COUNTIES : HALE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01023 |( ) |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 400.00000 400.00| 175.00000 175.00| Mailbox Reset, Single | | | 0020 210D000 3530.000 CUYD| 8.80000 31064.00| 9.75000 34417.50| Borrow Excavation | | | 0030 405A000 14600.000 GAL | 1.25000 18250.00| 1.00000 14600.00| Tack Coat | | | 0040 408A052 97276.000 SQYD| 1.17000 113812.92| 0.93000 90466.68| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 420A011 4474.000 TON | 62.28000 278640.72| 58.80000 263071.20| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0060 424A280 7045.000 TON | 48.67000 342880.15| 39.50000 278277.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0070 424A286 400.000 TON | 48.67000 19468.00| 43.00000 17200.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0080 424A360 2021.000 TON | 46.10000 93168.10| 34.50000 69724.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B285 200.000 TON | 65.00000 13000.00| 85.00000 17000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0100 424B289 16782.000 TON | 42.85000 719108.70| 41.75000 700648.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 428B000 99032.000 LF | 0.04000 3961.28| 0.05000 4951.60| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0120 430B000 200.000 TON | 21.00000 4200.00| 32.25000 6450.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040116054 COUNTIES : HALE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01023 |( ) |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 600A000 LUMP| 26500.00000 26500.00| 164100.00000 164100.00| Mobilization | | | 0140 652A054 8.000 ACRE| 550.00000 4400.00| 475.00000 3800.00| Seeding (Mix 2A) | | | 0150 656A000 8.000 ACRE| 550.00000 4400.00| 475.00000 3800.00| Mulching, Class A, Type 1 | | | 0160 665F000 400.000 EACH| 4.00000 1600.00| 8.00000 3200.00| Hay Bales | | | 0170 665J000 800.000 LF | 4.00000 3200.00| 4.50000 3600.00| Silt Fence, Type A | | | 0180 701A028 7.000 MILE| 1750.00000 12250.00| 1750.00000 12250.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A032 7.000 MILE| 1750.00000 12250.00| 1750.00000 12250.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0200 701A041 7.000 MILE| 1120.00000 7840.00| 1120.00000 7840.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 5106.000 LF | 0.94000 4799.64| 0.94000 4799.64| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C002 23.000 MILE| 390.00000 8970.00| 390.00000 8970.00| Broken Temporary Traffic Stripe (Paint) | | | 0230 701C003 46.000 MILE| 490.00000 22540.00| 490.00000 22540.00| Solid Temporary Traffic Stripe (Paint) | | | 0240 703A002 285.000 SQFT| 3.00000 855.00| 3.00000 855.00| Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 273.000 SQFT| 4.00000 1092.00| 4.00000 1092.00| Traffic Control Legends, Class 2, Type | | | 0260 703D002 494.000 SQFT| 1.50000 741.00| 1.50000 741.00| Temporary Traffic Control Markings | | | (Paint) | | | 0270 703E002 96.000 SQFT| 1.50000 144.00| 1.50000 144.00| Temporary Traffic Control Legends | | | (Paint) | | | 0280 705A030 211.000 EACH| 5.50000 1160.50| 5.50000 1160.50| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 054 -4 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040116054 COUNTIES : HALE LETTING DATE : 01/16/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01023 |( ) |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 705A031 382.000 EACH| 5.50000 2101.00| 5.50000 2101.00| Pavement Markers, Class A-H, Type 1-A | | | 0300 740B000 1169.000 SQFT| 8.00000 9352.00| 11.25000 13151.25| Construction Signs | | | 0310 740D000 100.000 EACH| 20.00000 2000.00| 42.75000 4275.00| Channelizing Drums | | | 0320 740E000 50.000 EACH| 1.00000 50.00| 14.00000 700.00| Cones (36 Inches High) | | | 0330 740M001 50.000 EACH| 1.00000 50.00| 5.00000 250.00| Ballast For Cone | | | 0340 741C010 2.000 EACH| 2500.00000 5000.00| 2800.00000 5600.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,769,249.01| $ 1,774,201.87| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,769,249.01| $ 1,774,201.87| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20040116055 COUNTIES : SUMTER LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-601-028-410 for constructing the Resurfacing and Traffic Stripe on S.R.#28 from M.P. 15.715 through Brewersville to M.P. 21.926 at S.R.#8 (U.S.#80). Length 4.608 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 960,184.09 100.0000% 2 01023 ASPHALT CONTRACTORS, INC. $ 969,081.30 100.9266% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20040116055 COUNTIES : SUMTER LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01023 |( ) |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. | 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| 225.00000 2250.00| 175.00000 1750.00| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 350.00000 350.00| 250.00000 250.00| Mailbox Reset, Double | | | 0030 210D000 3500.000 CUYD| 8.00000 28000.00| 9.75000 34125.00| Borrow Excavation | | | 0040 401B100 64881.000 SQYD| 1.11000 72017.91| 0.75000 48660.75| Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 5191.000 GAL | 1.25000 6488.75| 1.00000 5191.00| Tack Coat | | | 0060 408A052 64881.000 SQYD| 0.80000 51904.80| 0.80000 51904.80| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A360 4358.000 TON | 44.55000 194148.90| 39.75000 173230.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 1000.000 TON | 48.55000 48550.00| 42.00000 42000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 1000.000 TON | 75.00000 75000.00| 48.00000 48000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 8167.000 TON | 41.58000 339583.86| 39.90000 325863.30| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B000 100.000 TON | 22.50000 2250.00| 31.50000 3150.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0120 458B000 48661.000 SQYD| 0.67000 32602.87| 1.45000 70558.45| Breaking And Seating Concrete Pavement | | | 0130 600A000 LUMP| 34300.00000 34300.00| 92300.00000 92300.00| Mobilization | | | 0140 652A054 6.000 ACRE| 700.00000 4200.00| 525.00000 3150.00| Seeding (Mix 2A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20040116055 COUNTIES : SUMTER LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01023 |( ) |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 656A000 6.000 ACRE| 700.00000 4200.00| 450.00000 2700.00| Mulching, Class A, Type 1 | | | 0160 665F000 100.000 EACH| 5.00000 500.00| 8.00000 800.00| Hay Bales | | | 0170 665J000 500.000 LF | 4.00000 2000.00| 4.75000 2375.00| Silt Fence, Type A | | | 0180 701A028 10.000 MILE| 1450.00000 14500.00| 1450.00000 14500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 2.000 MILE| 980.00000 1960.00| 980.00000 1960.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 8.000 MILE| 1650.00000 13200.00| 1650.00000 13200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701C002 8.000 MILE| 360.00000 2880.00| 360.00000 2880.00| Broken Temporary Traffic Stripe (Paint) | | | 0220 701C003 32.000 MILE| 450.00000 14400.00| 450.00000 14400.00| Solid Temporary Traffic Stripe (Paint) | | | 0230 703A002 90.000 SQFT| 4.00000 360.00| 4.00000 360.00| Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 55.000 SQFT| 5.00000 275.00| 5.00000 275.00| Traffic Control Legends, Class 2, Type | | | 0250 703D002 270.000 SQFT| 1.50000 405.00| 1.50000 405.00| Temporary Traffic Control Markings | | | (Paint) | | | 0260 703E002 217.000 SQFT| 1.50000 325.50| 1.50000 325.50| Temporary Traffic Control Legends | | | (Paint) | | | 0270 705A032 96.000 EACH| 5.50000 528.00| 5.50000 528.00| Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 513.000 EACH| 5.50000 2821.50| 5.50000 2821.50| Pavement Markers, Class A-H, Type 2-D | | | 0290 740B000 662.000 SQFT| 11.00000 7282.00| 8.75000 5792.50| Construction Signs | | | 0300 740E000 200.000 EACH| 1.00000 200.00| 14.00000 2800.00| Cones (36 Inches High) | | | 0310 740M001 200.000 EACH| 1.00000 200.00| 5.00000 1000.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20040116055 COUNTIES : SUMTER LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01023 |( ) |S. T. BUNN CONSTRUCTION CO. |ASPHALT CONTRACTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740O000 1.000 EACH| 2500.00000 2500.00| 1825.00000 1825.00| Pilot Car | | | SECTION TOTALS | $ 960,184.09| $ 969,081.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 960,184.09| $ 969,081.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20040116056 COUNTIES : WASHINGTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-654-057-412 for constructing the Resurfacing and Traffic Stripe on S.R.#57 (U.S.#45) from M.P. 0.123 to M.P. 4.215 Southeast of Four Points. Length 4.092 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 667,797.67 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 672,678.25 100.7308% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040116056 COUNTIES : WASHINGTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 2600.000 CUYD| 7.00000 18200.00| 8.46000 21996.00| Borrow Excavation | | | 0020 405A000 4790.000 GAL | 1.00000 4790.00| 1.16000 5556.40| Tack Coat | | | 0030 424A360 4987.000 TON | 38.15000 190254.05| 38.42000 191600.54| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A366 200.000 TON | 40.00000 8000.00| 54.60000 10920.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B655 200.000 TON | 40.00000 8000.00| 53.55000 10710.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B659 8975.000 TON | 34.95000 313676.25| 39.22000 351999.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 428B000 42328.000 LF | 0.03000 1269.84| 0.03000 1269.84| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0080 430B000 100.000 TON | 23.00000 2300.00| 32.60000 3260.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0090 600A000 LUMP| 61500.00000 61500.00| 9518.25000 9518.25| Mobilization | | | 0100 652A057 5.000 ACRE| 465.00000 2325.00| 531.90000 2659.50| Seeding (Mix 3A) | | | 0110 656A000 5.000 ACRE| 450.00000 2250.00| 531.90000 2659.50| Mulching, Class A, Type 1 | | | 0120 665F000 50.000 EACH| 6.40000 320.00| 6.76000 338.00| Hay Bales | | | 0130 665J000 500.000 LF | 3.30000 1650.00| 4.28000 2140.00| Silt Fence, Type A | | | 0140 701A028 9.000 MILE| 1416.00000 12744.00| 1489.32000 13403.88| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040116056 COUNTIES : WASHINGTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A046 5.000 MILE| 961.00000 4805.00| 1010.61000 5053.05| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 3.000 MILE| 1610.00000 4830.00| 1691.44000 5074.32| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701C002 9.000 MILE| 344.00000 3096.00| 361.69000 3255.21| Broken Temporary Traffic Stripe (Paint) | | | 0180 701C003 21.000 MILE| 424.38000 8911.98| 446.80000 9382.80| Solid Temporary Traffic Stripe (Paint) | | | 0190 701G125 884.000 LF | 3.80000 3359.20| 3.97000 3509.48| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G129 442.000 LF | 2.50000 1105.00| 2.61000 1153.62| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G133 442.000 LF | 4.80000 2121.60| 5.02000 2218.84| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701H001 884.000 LF | 1.00000 884.00| 1.06000 937.04| Solid Traffic Stripe Removed (Plastic) | | | 0230 701H006 442.000 LF | 1.00000 442.00| 1.06000 468.52| Broken Traffic Stripe Removed (Plastic) | | | 0240 703A002 80.000 SQFT| 5.05000 404.00| 5.32000 425.60| Traffic Control Markings, Class 2, Type | | | A | | | 0250 703D002 160.000 SQFT| 1.55000 248.00| 1.60000 256.00| Temporary Traffic Control Markings | | | (Paint) | | | 0260 705A032 140.000 EACH| 5.05000 707.00| 5.32000 744.80| Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 275.000 EACH| 5.05000 1388.75| 5.32000 1463.00| Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 452.000 SQFT| 8.00000 3616.00| 10.64000 4809.28| Construction Signs | | | 0290 740E000 200.000 EACH| 1.00000 200.00| 5.32000 1064.00| Cones (36 Inches High) | | | 0300 740M001 200.000 EACH| 1.00000 200.00| 3.55000 710.00| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 056 -4 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040116056 COUNTIES : WASHINGTON LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740O000 1.000 EACH| 4200.00000 4200.00| 4121.28000 4121.28| Pilot Car | | | SECTION TOTALS | $ 667,797.67| $ 672,678.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 667,797.67| $ 672,678.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20040116057 COUNTIES : WILCOX LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-308-663-041-402 for constructing the Resurfacing and Traffic Stripe on S.R.#41 from MP 84.077 to MP 88.387 in Camden. Length 4.310 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07050 GULF EQUIPMENT CORPORATION $ 639,285.82 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 675,795.05 105.7109% 3 01023 ASPHALT CONTRACTORS, INC. $ 694,379.45 108.6180% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040116057 COUNTIES : WILCOX LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 01087 |( 3 ) 01023 |GULF EQUIPMENT CORPORATION |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 13.000 EACH| 45.00000 585.00| 60.00000 780.00| 100.00000 1300.00 Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 75.00000 75.00| 100.00000 100.00| 200.00000 200.00 Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 250.00000 250.00| 150.00000 150.00| 275.00000 275.00 Mailbox Reset, Multiple | | | 0040 210D000 5000.000 CUYD| 5.50000 27500.00| 6.25000 31250.00| 8.25000 41250.00 Borrow Excavation | | | 0050 405A000 4850.000 GAL | 1.43000 6935.50| 2.00000 9700.00| 1.00000 4850.00 Tack Coat | | | 0060 408A052 20451.000 SQYD| 0.28000 5726.28| 0.75000 15338.25| 1.40000 28631.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A360 4725.000 TON | 35.50000 167737.50| 36.25000 171281.25| 35.90000 169627.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424B653 300.000 TON | 38.00000 11400.00| 60.00000 18000.00| 48.00000 14400.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 9009.000 TON | 35.00000 315315.00| 34.50000 310810.50| 35.70000 321621.30 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 430B000 200.000 TON | 17.00000 3400.00| 28.00000 5600.00| 31.00000 6200.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0110 600A000 LUMP| 35000.00000 35000.00| 46500.00000 46500.00| 32400.00000 32400.00 Mobilization | | | 0120 652A054 5.000 ACRE| 500.00000 2500.00| 485.00000 2425.00| 400.00000 2000.00 Seeding (Mix 2A) | | | 0130 656A000 5.000 ACRE| 400.00000 2000.00| 450.00000 2250.00| 450.00000 2250.00 Mulching, Class A, Type 1 | | | 0140 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 8.00000 800.00 Hay Bales | | | 0150 665G000 300.000 EACH| 2.00000 600.00| 3.00000 900.00| 5.00000 1500.00 Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040116057 COUNTIES : WILCOX LETTING DATE : 01/16/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 01087 |( 3 ) 01023 |GULF EQUIPMENT CORPORATION |APAC-SOUTHEAST, INC. |ASPHALT CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665J000 500.000 LF | 1.35000 675.00| 4.00000 2000.00| 4.00000 2000.00 Silt Fence, Type A | | | 0170 701A028 9.000 MILE| 1465.00000 13185.00| 1440.00000 12960.00| 1440.00000 12960.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A046 3.000 MILE| 982.00000 2946.00| 965.00000 2895.00| 965.00000 2895.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 6.000 MILE| 1679.00000 10074.00| 1650.00000 9900.00| 1650.00000 9900.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701C002 7.000 MILE| 366.00000 2562.00| 360.00000 2520.00| 360.00000 2520.00 Broken Temporary Traffic Stripe (Paint) | | | 0210 701C003 20.000 MILE| 468.00000 9360.00| 460.00000 9200.00| 460.00000 9200.00 Solid Temporary Traffic Stripe (Paint) | | | 0220 703A002 950.000 SQFT| 2.54000 2413.00| 2.50000 2375.00| 2.50000 2375.00 Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 192.000 SQFT| 3.56000 683.52| 3.50000 672.00| 3.50000 672.00 Traffic Control Legends, Class 2, Type | | | 0240 703D002 640.000 SQFT| 1.52000 972.80| 1.50000 960.00| 1.50000 960.00 Temporary Traffic Control Markings | | | (Paint) | | | 0250 703E002 576.000 SQFT| 1.52000 875.52| 1.50000 864.00| 1.50000 864.00 Temporary Traffic Control Legends | | | (Paint) | | | 0260 705A032 66.000 EACH| 5.34000 352.44| 5.25000 346.50| 5.25000 346.50 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 439.000 EACH| 5.34000 2344.26| 5.25000 2304.75| 5.25000 2304.75 Pavement Markers, Class A-H, Type 2-D | | | 0280 730H001 1840.000 LF | 3.65000 6716.00| 2.00000 3680.00| 5.50000 10120.00 Loop Wire | | | 0290 740B000 742.000 SQFT| 6.00000 4452.00| 8.40000 6232.80| 8.50000 6307.00 Construction Signs | | | 0300 740E000 200.000 EACH| 6.00000 1200.00| 3.00000 600.00| 8.00000 1600.00 Cones (36 Inches High) | | | 0310 740M001 200.000 EACH| 1.00000 200.00| 1.00000 200.00| 4.00000 800.00 Ballast For Cone | | | 0320 740O000 1.000 EACH| 750.00000 750.00| 2500.00000 2500.00| 1250.00000 1250.00 Pilot Car | | | SECTION TOTALS | $ 639,285.82| $ 675,795.05| $ 694,379.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 639,285.82| $ 675,795.05| $ 694,379.45 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20040116058 COUNTIES : ELMORE AUTAUGA LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 BUTLER OTHERS CONTRACT TIME : 66 Working Days (available days) CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : 99-406-001-000-401 for the Maintenance Roadside Mowing on various routes in the 99-406-004-000-401 Sixth Division as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 176,560.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20040116058 COUNTIES : ELMORE AUTAUGA LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 BUTLER OTHERS ==================================================================================================================================== |( 1 ) 02040 |( ) |( ) |BENTLEY TURF AND LANDSCAPE, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 18000.00000 54000.00| | Maintenance Roadside Mowing | | | (Approximately 650 Acres) | | | 0020 655A010 3.000 CYCL| 40000.00000 120000.00| | Maintenance Roadside Mowing | | | (Approximately 1,475 Acres) | | | 0030 740B000 160.000 SQFT| 16.00000 2560.00| | Construction Signs | | | SECTION TOTALS | $ 176,560.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 176,560.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20040116059 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-406-513-053-301 for constructing the Shoulder Paving on S.R.#53 (U.S.#231) from Pine Level (MP 96.53) to near U.S.#82 (MP 105.50). Length 8.970 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01023 ASPHALT CONTRACTORS, INC. $ 374,191.95 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 421,052.90 112.5232% 3 01087 APAC-SOUTHEAST, INC. $ 422,213.30 112.8333% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20040116059 COUNTIES : MONTGOMERY LETTING DATE : 01/16/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01023 |( 2 ) 23024 |( 3 ) 01087 |ASPHALT CONTRACTORS, INC. |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1010.000 GAL | 1.25000 1262.50| 1.85000 1868.50| 0.90000 909.00 Tack Coat | | | 0020 424A361 2780.000 TON | 31.00000 86180.00| 34.75000 96605.00| 35.00000 97300.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0030 424B652 5890.000 TON | 28.75000 169337.50| 39.15000 230593.50| 32.90000 193781.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0040 428C000 75655.000 LF | 0.09000 6808.95| 0.08000 6052.40| 0.06000 4539.30 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0050 600A000 LUMP| 31400.00000 31400.00| 12500.00000 12500.00| 45000.00000 45000.00 Mobilization | | | 0060 652A056 14.000 ACRE| 330.00000 4620.00| 330.00000 4620.00| 330.00000 4620.00 Seeding (Mix 2E) | | | 0070 656A000 14.000 ACRE| 340.00000 4760.00| 340.00000 4760.00| 340.00000 4760.00 Mulching, Class A, Type 1 | | | 0080 665F000 250.000 EACH| 8.00000 2000.00| 8.00000 2000.00| 8.00000 2000.00 Hay Bales | | | 0090 665J000 2500.000 LF | 3.00000 7500.00| 2.70000 6750.00| 2.70000 6750.00 Silt Fence, Type A | | | 0100 701A028 15.000 MILE| 1580.00000 23700.00| 1580.00000 23700.00| 1580.00000 23700.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701C001 29.000 MILE| 400.00000 11600.00| 400.00000 11600.00| 400.00000 11600.00 Solid Temporary Traffic Stripe | | | 0120 740B000 1138.000 SQFT| 8.50000 9673.00| 7.00000 7966.00| 8.00000 9104.00 Construction Signs | | | 0130 740D000 100.000 EACH| 32.00000 3200.00| 20.00000 2000.00| 25.00000 2500.00 Channelizing Drums | | | 0140 740E000 650.000 EACH| 10.00000 6500.00| 7.25000 4712.50| 18.00000 11700.00 Cones (36 Inches High) | | | 0150 740M001 650.000 EACH| 5.00000 3250.00| 4.50000 2925.00| 3.00000 1950.00 Ballast For Cone | | | 0160 741C010 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 1000.00000 2000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 374,191.95| $ 421,052.90| $ 422,213.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 374,191.95| $ 421,052.90| $ 422,213.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 060 -1 VENDOR RANKING CALL ORDER : 060 CONTRACT ID : 20040116060 COUNTIES : JEFFERSON LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-503-371-020-301 for constructing the Bridge Coating (Dual) on I-59 at S.R.#7 (U.S.#11/1st Avenue North) in Birmingham. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19087 S & D INDUSTRIAL PAINTING, INC. $ 174,449.10 100.0000% 2 16052 POSEIDON CONSTRUCTION, INC. $ 298,800.00 171.2821% 3 19118 SEMINOLE EQUIPMENT, INC. $ 348,877.00 199.9878% 4 13084 M.B.E., INC. $ 489,000.90 280.3115% 5 15019 OLYMPUS PAINTING CONTRACTORS, INC. $ 551,325.00 316.0377% 6 13090 M&J CONSTRUCTION COMPANY OF PINELLAS COUNTY, INC. $ 751,855.23 430.9883% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 060 -2 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20040116060 COUNTIES : JEFFERSON LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 19087 |( 2 ) 16052 |( 3 ) 19118 |S & D INDUSTRIAL PAINTING, |POSEIDON CONSTRUCTION, INC. |SEMINOLE EQUIPMENT, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 71842.80000 71842.80| 127073.00000 127073.00| 158000.00000 158000.00 Coating Existing Bridge At M.P. 132.112 | | | I-59 (SBR) | | | 0020 521B001 LUMP| 91029.00000 91029.00| 160850.00000 160850.00| 180000.00000 180000.00 Coating Existing Bridge At M.P. 132.112 | | | I-59 (NBR) | | | 0030 600A000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 10000.00000 10000.00 Mobilization | | | 0040 740B000 714.000 SQFT| 1.50000 1071.00| 1.00000 714.00| 1.00000 714.00 Construction Signs | | | 0050 740D000 63.000 EACH| 0.10000 6.30| 1.00000 63.00| 1.00000 63.00 Channelizing Drums | | | 0060 741C010 1.000 EACH| 500.00000 500.00| 100.00000 100.00| 100.00000 100.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 174,449.10| $ 298,800.00| $ 348,877.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 174,449.10| $ 298,800.00| $ 348,877.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 060 -3 TABULATION OF BIDS CALL ORDER : 060 CONTRACT ID : 20040116060 COUNTIES : JEFFERSON LETTING DATE : 01/16/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13084 |( 5 ) 15019 |( 6 ) 13090 |M.B.E., INC. |OLYMPUS PAINTING CONTRACTOR |M&J CONSTRUCTION CO. OF PINELLA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 521B000 LUMP| 206899.00000 206899.00| 226872.00000 226872.00| 294196.35000 294196.35 Coating Existing Bridge At M.P. 132.112 | | | I-59 (SBR) | | | 0020 521B001 LUMP| 261899.00000 261899.00| 289615.00000 289615.00| 372750.00000 372750.00 Coating Existing Bridge At M.P. 132.112 | | | I-59 (NBR) | | | 0030 600A000 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 73500.00000 73500.00 Mobilization | | | 0040 740B000 714.000 SQFT| 0.10000 71.40| 8.00000 5712.00| 8.68000 6197.52 Construction Signs | | | 0050 740D000 63.000 EACH| 0.50000 31.50| 2.00000 126.00| 67.97000 4282.11 Channelizing Drums | | | 0060 741C010 1.000 EACH| 100.00000 100.00| 4000.00000 4000.00| 929.25000 929.25 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 489,000.90| $ 551,325.00| $ 751,855.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 489,000.90| $ 551,325.00| $ 751,855.23 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20040116061 COUNTIES : MOBILE LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-409-491-000-450 for the Maintenance Roadside Mowing at sites on I-10, I-65 and I-165 as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 204,096.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20040116061 COUNTIES : MOBILE LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02040 |( ) |( ) |BENTLEY TURF AND LANDSCAPE, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 4.000 CYCL| 50000.00000 200000.00| | Maintenance Roadside Mowing | | | (Approximately 1307 ACRES) | | | 0020 740B000 256.000 SQFT| 16.00000 4096.00| | Construction Signs | | | SECTION TOTALS | $ 204,096.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 204,096.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 062 -1 VENDOR RANKING CALL ORDER : 062 CONTRACT ID : 20040116062 COUNTIES : BALDWIN LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 CONTRACT TIME : 80 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-409-022-000-451 for the Maintenance Roadside Mowing at sites on I-10 and I-65 as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 164,096.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 062 -2 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20040116062 COUNTIES : BALDWIN LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02040 |( ) |( ) |BENTLEY TURF AND LANDSCAPE, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 4.000 CYCL| 40000.00000 160000.00| | Maintenance Roadside Mowing | | | (Approximately 1330 ACRES) | | | 0020 740B000 256.000 SQFT| 16.00000 4096.00| | Construction Signs | | | SECTION TOTALS | $ 164,096.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 164,096.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 063 -1 VENDOR RANKING CALL ORDER : 063 CONTRACT ID : 20040116063 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-409-690-000-452 for the Maintenance Roadside Mowing on I-65 from M.P. 47.9 in Escambia County to M.P.105.5 in Conecuh County. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 124,096.00 100.0000% 2 13096 MOODY CONTRACTING, INC. $ 180,768.00 145.6679% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 01/22/04 PAGE : 063 -2 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20040116063 COUNTIES : ESCAMBIA CONECUH LETTING DATE : 01/16/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 02040 |( 2 ) 13096 |( ) |BENTLEY TURF AND LANDSCAPE, |MOODY CONTRACTING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 4.000 CYCL| 30000.00000 120000.00| 44680.00000 178720.00| Maintenance Roadside Mowing | | | (Approximately 989 ACRES) | | | 0020 740B000 256.000 SQFT| 16.00000 4096.00| 8.00000 2048.00| Construction Signs | | | SECTION TOTALS | $ 124,096.00| $ 180,768.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 124,096.00| $ 180,768.00| $ ====================================================================================================================================