ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20041203001 COUNTIES : AUTAUGA LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : MONTGOMERY PROJECT(S) : IM-I065(342) for constructing the Resurfacing, Traffic Stripe, Planing, Clearing, Wash Repairs, and Traffic Counting Units from north of S.R.#14 (M.P.182.457) to M.P. 190.00 north of Pine Level. Length - 7.543 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 5,547,496.78 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 5,562,478.73 100.2701% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041203001 COUNTIES : AUTAUGA LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 201C000 LUMP| 195000.00000 195000.00| 182000.00000 182000.00| Clearing | | | 0020 206C002 65.000 SQYD| 16.00000 1040.00| 39.80000 2587.00| Removing Concrete Slope Paving | | | 0030 206C023 70.000 SQYD| 15.50000 1085.00| 32.89000 2302.30| Removing Riprap | | | 0040 206D001 14627.000 LF | 1.55000 22671.85| 1.55000 22671.85| Removing Guardrail | | | 0050 206D002 220.000 LF | 5.80000 1276.00| 13.45000 2959.00| Removing Curb | | | 0060 206E013 8.000 EACH| 100.24000 801.92| 100.00000 800.00| Removing Guardrail End Anchor (Type 13) | | | 0070 206E014 4.000 EACH| 100.24000 400.96| 100.00000 400.00| Removing Guardrail End Anchor (Type 2A) | | | 0080 206E016 26.000 EACH| 200.49000 5212.74| 200.00000 5200.00| Removing Guardrail End Anchor (Type 8) | | | 0090 206E019 30.000 EACH| 125.30000 3759.00| 125.00000 3750.00| Removing Guardrail End Anchor (Type 10) | | | 0100 210A000 1225.000 CUYD| 14.15000 17333.75| 11.20000 13720.00| Unclassified Excavation | | | 0110 210D021 2600.000 CUYD| 18.75000 48750.00| 26.23000 68198.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0120 301A012 320.000 SQYD| 13.55000 4336.00| 20.40000 6528.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 312.000 SQYD| 2.65000 826.80| 3.00000 936.00| Bituminous Treatment A | | | 0140 405A000 37738.000 GAL | 0.75000 28303.50| 1.00000 37738.00| Tack Coat | | | 0150 408A052 305734.000 SQYD| 1.10000 336307.40| 1.25000 382167.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0160 408A053 17612.000 SQYD| 1.90000 33462.80| 2.65000 46671.80| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0170 408A055 11855.000 SQYD| 4.25000 50383.75| 4.75000 56311.25| Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041203001 COUNTIES : AUTAUGA LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 410C000 1.000 EACH| 7500.00000 7500.00| 12440.00000 12440.00| Contractor Retained Profilograph | | | 0190 410F007 1.000 EACH| 36000.00000 36000.00| 25000.00000 25000.00| Laboratory Test Equipment, Gyratory | | | Compactor | | | 0200 410H000 1.000 EACH| 85000.00000 85000.00| 52700.00000 52700.00| Material Remixing Device | | | 0210 420A011 11231.000 TON | 69.35000 778869.85| 66.90000 751353.90| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0220 423A002 21951.000 TON | 58.97000 1294450.47| 58.30000 1279743.30| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0230 423B001 1974.000 TON | 64.10000 126533.40| 71.35000 140844.90| Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0240 424A287 7294.000 TON | 57.64000 420426.16| 64.65000 471557.10| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 424A360 160.000 TON | 48.65000 7784.00| 74.25000 11880.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0260 424A361 8447.000 TON | 35.25000 297756.75| 40.20000 339569.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0270 424A367 2912.000 TON | 51.35000 149531.20| 62.25000 181272.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0280 424B285 100.000 TON | 125.00000 12500.00| 75.00000 7500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0290 424B650 280.000 TON | 47.50000 13300.00| 63.20000 17696.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041203001 COUNTIES : AUTAUGA LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 424B651 55.000 TON | 61.15000 3363.25| 108.00000 5940.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0310 424B662 40.000 TON | 69.45000 2778.00| 120.00000 4800.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0320 424B681 55.000 TON | 67.25000 3698.75| 108.00000 5940.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0330 424B692 40.000 TON | 69.35000 2774.00| 120.00000 4800.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0340 428C000 163089.000 LF | 0.12000 19570.68| 0.11000 17939.79| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0350 600A000 LUMP| 545000.00000 545000.00| 487300.00000 487300.00| Mobilization | | | 0360 603C002 1.000 EACH| 30000.00000 30000.00| 30000.00000 30000.00| Furnishing Type 3 Field Office (State | | | Retained) | | | 0370 610C001 126.000 TON | 52.00000 6552.00| 61.51000 7750.26| Loose Riprap, Class 2 | | | 0380 610D000 99.000 SQYD| 7.75000 767.25| 21.62000 2140.38| Filter Blanket | | | 0390 630A001 14685.000 LF | 17.04000 250232.40| 17.00000 249645.00| Steel Beam Guardrail, Class A, Type 2 | | | 0400 630C001 22.000 EACH| 801.94000 17642.68| 800.00000 17600.00| Guardrail End Anchor, Type 8 | | | 0410 630C003 4.000 EACH| 1503.64000 6014.56| 1500.00000 6000.00| Guardrail End Anchor, Type 13 | | | 0420 630C019 4.000 EACH| 1303.16000 5212.64| 1300.00000 5200.00| Guardrail End Anchor, Type 2A (Modified | | | 0430 630C050 9.000 EACH| 2205.34000 19848.06| 2200.00000 19800.00| Guardrail End Anchor, Type 20 Series | | | 0440 630C070 21.000 EACH| 1804.37000 37891.77| 1800.00000 37800.00| Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041203001 COUNTIES : AUTAUGA LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 650A000 4600.000 CUYD| 17.10000 78660.00| 19.75000 90850.00| Topsoil | | | 0460 652A054 18.000 ACRE| 451.09000 8119.62| 425.00000 7650.00| Seeding (Mix 2A) | | | 0470 652B053 6.000 ACRE| 551.34000 3308.04| 385.00000 2310.00| Temporary Seeding (Mix 2AT) | | | 0480 652D054 6.000 ACRE| 400.97000 2405.82| 425.00000 2550.00| Seeding In Stubble (Mix 2A) | | | 0490 656A000 30.000 ACRE| 400.97000 12029.10| 370.00000 11100.00| Mulching, Class A, Type 1 | | | 0500 658A002 4.000 ACRE| 1102.67000 4410.68| 1350.00000 5400.00| Hydro-Seeding & Mulching (Mix 2E) | | | 0510 659A000 5000.000 SQYD| 2.00000 10000.00| 1.50000 7500.00| Erosion Control Netting, Class A | | | 0520 665A000 28.000 ACRE| 250.61000 7017.08| 400.00000 11200.00| Temporary Seeding | | | 0530 665B000 28.000 ACRE| 250.61000 7017.08| 400.00000 11200.00| Temporary Mulching | | | 0540 665I000 2020.000 TON | 46.82000 94576.40| 30.25000 61105.00| Temporary Riprap, Class 2 | | | 0550 665J000 2000.000 LF | 3.01000 6020.00| 3.80000 7600.00| Silt Fence, Type A | | | 0560 665O001 2000.000 LF | 0.50000 1000.00| 0.15000 300.00| Silt Fence Removal | | | 0570 665Q001 2500.000 LF | 4.01000 10025.00| 7.00000 17500.00| 20 Inch Wattle | | | 0580 672A000 6.000 GAL | 300.73000 1804.38| 90.00000 540.00| Flocculant Liquid | | | 0590 680A000 LUMP| 50000.00000 50000.00| 30000.00000 30000.00| Engineering Controls | | | 0600 701A028 16.000 MILE| 1595.62000 25529.92| 1575.00000 25200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0610 701A032 16.000 MILE| 1595.62000 25529.92| 1575.00000 25200.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0620 701A041 16.000 MILE| 1002.96000 16047.36| 990.00000 15840.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041203001 COUNTIES : AUTAUGA LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 701C000 32.000 MILE| 526.81000 16857.92| 520.00000 16640.00| Broken Temporary Traffic Stripe | | | 0640 701C001 64.000 MILE| 628.12000 40199.68| 620.00000 39680.00| Solid Temporary Traffic Stripe | | | 0650 703A002 2000.000 SQFT| 2.53000 5060.00| 2.50000 5000.00| Traffic Control Markings, Class 2, Type | | | A | | | 0660 703B002 156.000 SQFT| 3.55000 553.80| 3.50000 546.00| Traffic Control Legends, Class 2, Type | | | 0670 703C001 2156.000 SQFT| 3.55000 7653.80| 3.50000 7546.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0680 703D001 2000.000 SQFT| 1.52000 3040.00| 1.50000 3000.00| Temporary Traffic Control Markings | | | 0690 705A030 160.000 EACH| 5.57000 891.20| 5.50000 880.00| Pavement Markers, Class A-H, Type 2-C | | | 0700 705A031 1040.000 EACH| 5.57000 5792.80| 5.50000 5720.00| Pavement Markers, Class A-H, Type 1-A | | | 0710 705A032 110.000 EACH| 5.57000 612.70| 5.50000 605.00| Pavement Markers, Class A-H, Type 1-B | | | 0720 731A010 2.000 EACH| 2506.07000 5012.14| 2500.00000 5000.00| Traffic Counting Units, Type K | | | 0730 740B000 1730.000 SQFT| 12.00000 20760.00| 7.45000 12888.50| Construction Signs | | | 0740 740C000 33.000 SQFT| 11.00000 363.00| 8.50000 280.50| Special Construction Signs | | | 0750 740D000 500.000 EACH| 75.00000 37500.00| 70.00000 35000.00| Channelizing Drums | | | 0760 740L004 650.000 EACH| 61.00000 39650.00| 58.30000 37895.00| Vertical Panel, Type II (Single-Sided) | | | 0770 741C010 2.000 EACH| 3750.00000 7500.00| 3500.00000 7000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0780 742A001 4.000 EACH| 15000.00000 60000.00| 5500.00000 22000.00| Portable Changeable Message Sign, Type | | | 0790 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,547,496.78| $ 5,562,478.73| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,547,496.78| $ 5,562,478.73| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20041203002 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 CONTRACT TIME : 400 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : IM-I459(305) for constructing the Interchange Modifications including Bridge at the I-459/U.S.#280 interchange ramp B in Birmingham from I-459 north bound to U.S.#280 east bound. Length - 0.974 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 4,854,858.44 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 4,961,005.68 102.1864% 3 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 5,172,523.08 106.5432% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041203002 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 250000.00000 250000.00| 79000.00000 79000.00| 20000.00000 20000.00 Clearing & Grubbing (Approximately 7 | | | Acres) | | | 0020 206A050 LUMP| 181800.00000 181800.00| 60000.00000 60000.00| 157000.00000 157000.00 Removal Of Old Bridge, Station 33+36.44 | | | (Partial) | | | 0030 206C002 761.000 SQYD| 10.00000 7610.00| 2.50000 1902.50| 5.00000 3805.00 Removing Concrete Slope Paving | | | 0040 206C023 815.000 SQYD| 10.00000 8150.00| 10.00000 8150.00| 14.00000 11410.00 Removing Riprap | | | 0050 206D000 29.000 LF | 15.00000 435.00| 6.00000 174.00| 5.00000 145.00 Removing Pipe | | | 0060 206D001 144.000 LF | 2.20000 316.80| 3.00000 432.00| 4.00000 576.00 Removing Guardrail | | | 0070 206E000 4.000 EACH| 1500.00000 6000.00| 500.00000 2000.00| 150.00000 600.00 Removing Headwalls | | | 0080 206E008 3.000 EACH| 165.00000 495.00| 105.00000 315.00| 140.00000 420.00 Removing Guardrail End Anchor (All Type | | | 0090 206E020 1.000 EACH| 10000.00000 10000.00| 15000.00000 15000.00| 10000.00000 10000.00 Removing Existing Overhead Sign | | | Structure | | | 0100 210A000 11950.000 CUYD| 10.00000 119500.00| 5.00000 59750.00| 4.30000 51385.00 Unclassified Excavation | | | 0110 210D000 66922.000 CUYD| 6.00000 401532.00| 15.00000 1003830.00| 11.40000 762910.80 Borrow Excavation | | | 0120 214A000 675.000 CUYD| 8.00000 5400.00| 10.00000 6750.00| 20.00000 13500.00 Structure Excavation | | | 0130 214B001 187.000 CUYD| 30.00000 5610.00| 30.00000 5610.00| 25.00000 4675.00 Foundation Backfill, Commercial | | | 0140 230A000 55.000 RBST| 580.00000 31900.00| 285.00000 15675.00| 345.00000 18975.00 Roadbed Processing | | | 0150 301A012 21225.000 SQYD| 7.50000 159187.50| 5.00000 106125.00| 6.30000 133717.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0160 327E000 4196.000 TON | 46.77000 196246.92| 42.52000 178413.92| 46.00000 193016.00 Permeable Asphalt Treated Base | | | 0170 401A043 21005.000 SQYD| 2.16000 45370.80| 1.96000 41169.80| 1.65000 34658.25 Bituminous Treatment AE | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041203002 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 405A000 9370.000 GAL | 1.38000 12930.60| 1.25000 11712.50| 1.40000 13118.00 Tack Coat | | | 0190 408A052 562.000 SQYD| 21.45000 12054.90| 19.50000 10959.00| 16.00000 8992.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0200 424A281 599.000 TON | 67.72000 40564.28| 61.56000 36874.44| 67.00000 40133.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424A361 597.000 TON | 70.15000 41879.55| 63.77000 38070.69| 63.00000 37611.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0220 424B281 1226.000 TON | 60.22000 73829.72| 54.75000 67123.50| 61.00000 74786.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0230 424B289 9.000 TON | 126.50000 1138.50| 115.00000 1035.00| 220.00000 1980.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B581 1961.000 TON | 50.28000 98599.08| 45.71000 89637.31| 61.00000 119621.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0250 424B651 1206.000 TON | 57.27000 69067.62| 52.06000 62784.36| 55.00000 66330.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0260 424B681 2134.000 TON | 53.36000 113870.24| 48.51000 103520.34| 55.00000 117370.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0270 428C000 3503.000 LF | 0.28000 980.84| 0.25000 875.75| 1.30000 4553.90 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0280 450A006 6413.000 SQYD| 60.50000 387986.50| 55.00000 352715.00| 51.00000 327063.00 Reinforced Cement Concrete Pavement, 10 | | | Inches Thick | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041203002 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 450B000 54.000 SQYD| 166.65000 8999.10| 200.00000 10800.00| 300.00000 16200.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0300 450E000 1.000 EACH| 24750.00000 24750.00| 22500.00000 22500.00| 28000.00000 28000.00 Profilograph, Truss | | | 0310 502A001 21441.000 LB | 0.85000 18224.85| 0.75000 16080.75| 1.00000 21441.00 Steel Reinforcement (Grade 60) | | | 0320 502B000 LUMP| 136350.00000 136350.00| 40000.00000 40000.00| 60000.00000 60000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta. 33+36.44, Approx. | | | 48,093 Pounds | | | 0330 505G003 10.000 EACH| 151.50000 1515.00| 150.00000 1500.00| 190.00000 1900.00 Pile Points (Type A, 12") | | | 0340 505M002 380.000 LF | 39.39000 14968.20| 28.00000 10640.00| 35.00000 13300.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0350 506A001 28.000 LF | 888.80000 24886.40| 800.00000 22400.00| 1000.00000 28000.00 Drilled Shaft Excavation, 6'-0" Diamete | | | 0360 506B007 18.000 LF | 1414.00000 25452.00| 1275.00000 22950.00| 1600.00000 28800.00 Special Drilled Shaft Excavation, 6'-0" | | | Diameter | | | 0370 506C046 46.000 LF | 161.60000 7433.60| 120.00000 5520.00| 150.00000 6900.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS1 Concrete | | | 0380 508A000 5020.000 LB | 3.38000 16967.60| 3.00000 15060.00| 3.80000 19076.00 Structural Steel | | | 0390 508B000 1.000 EACH| 318150.00000 318150.00| 350000.00000 350000.00| 445000.00000 445000.00 Structural Steel Superstructure, | | | 100'-100'-100' Continuous Span | | | 0400 510A000 63.000 CUYD| 732.25000 46131.75| 500.00000 31500.00| 630.00000 39690.00 Bridge Substructure Concrete, Class A | | | 0410 510C051 LUMP| 190000.00000 190000.00| 160000.00000 160000.00| 205000.00000 205000.00 Bridge Concrete Superstructure, Sta. | | | 33+36.44, Approx. 159 Cu. Yds. | | | 0420 510E000 464.000 SQYD| 5.86000 2719.04| 7.50000 3480.00| 9.00000 4176.00 Grooving Concrete Bridge Decks | | | 0430 511A004 8.000 EACH| 909.00000 7272.00| 1000.00000 8000.00| 1200.00000 9600.00 Elastomeric Bearings, Type 4 | | | 0440 522G000 140.000 LF | 60.60000 8484.00| 100.00000 14000.00| 120.00000 16800.00 Bridge Joint Seal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041203002 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 529A010 2721.000 SQFT| 40.00000 108840.00| 50.00000 136050.00| 63.00000 171423.00 Retaining Wall | | | 0460 530A001 53.000 LF | 34.72000 1840.16| 19.00000 1007.00| 30.00000 1590.00 18" Roadway Pipe (Class 3 R.C.) | | | 0470 530A002 321.000 LF | 36.05000 11572.05| 27.00000 8667.00| 39.00000 12519.00 24" Roadway Pipe (Class 3 R.C.) | | | 0480 530A006 182.000 LF | 78.74000 14330.68| 80.00000 14560.00| 95.00000 17290.00 48" Roadway Pipe (Class 3 R.C.) | | | 0490 530A151 4.000 LF | 124.58000 498.32| 15.00000 60.00| 44.00000 176.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | 0500 530A154 29.000 LF | 31.70000 919.30| 19.00000 551.00| 29.00000 841.00 18" Roadway Pipe (14 Guage C.C.S.) | | | 0510 600A000 LUMP| 351000.00000 351000.00| 589075.00000 589075.00| 465000.00000 465000.00 Mobilization | | | 0520 603A002 1.000 EACH| 35000.00000 35000.00| 25000.00000 25000.00| 16000.00000 16000.00 Furnishing Type 3 Field Office | | | 0530 605A002 7422.000 LF | 6.00000 44532.00| 3.36000 24937.92| 4.30000 31914.60 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0540 605B000 18.000 EACH| 345.00000 6210.00| 280.00000 5040.00| 350.00000 6300.00 Special Underdrain Outlet, Type A | | | 0550 606A000 500.000 LF | 8.87000 4435.00| 6.50000 3250.00| 15.00000 7500.00 6" Underdrain Pipe | | | 0560 610C001 30.000 TON | 50.00000 1500.00| 22.00000 660.00| 51.00000 1530.00 Loose Riprap, Class 2 | | | 0570 610D000 22.000 SQYD| 5.00000 110.00| 2.00000 44.00| 3.00000 66.00 Filter Blanket | | | 0580 614A000 394.000 CUYD| 230.45000 90797.30| 195.00000 76830.00| 350.00000 137900.00 Slope Paving | | | 0590 614A001 38.000 CUYD| 265.00000 10070.00| 240.00000 9120.00| 600.00000 22800.00 Slope Paving (Under Bridges) | | | 0600 619A001 1.000 EACH| 750.00000 750.00| 600.00000 600.00| 600.00000 600.00 15" Roadway Pipe End Treatment, Class 1 | | | 0610 619A002 1.000 EACH| 625.00000 625.00| 625.00000 625.00| 700.00000 700.00 18" Roadway Pipe End Treatment, Class 1 | | | 0620 619A003 5.000 EACH| 702.00000 3510.00| 700.00000 3500.00| 800.00000 4000.00 24" Roadway Pipe End Treatment, Class 1 | | | 0630 619A007 1.000 EACH| 1806.00000 1806.00| 1250.00000 1250.00| 1400.00000 1400.00 48" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041203002 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 621A005 3.000 EACH| 2058.00000 6174.00| 2200.00000 6600.00| 1900.00000 5700.00 Junction Boxes, Type 1 | | | 0650 621A058 2.000 EACH| 2640.00000 5280.00| 2750.00000 5500.00| 2700.00000 5400.00 Junction Boxes, Type 3 (Modified) | | | 0660 621B005 4.000 EACH| 508.00000 2032.00| 600.00000 2400.00| 600.00000 2400.00 Junction Box Units, Type 1 | | | 0670 621C020 2.000 EACH| 1980.00000 3960.00| 1950.00000 3900.00| 1900.00000 3800.00 Inlets, Type Y | | | 0680 621C027 1.000 EACH| 2510.00000 2510.00| 1950.00000 1950.00| 2200.00000 2200.00 Inlets, Type C | | | 0690 621D002 1.000 EACH| 648.00000 648.00| 600.00000 600.00| 600.00000 600.00 Inlet Units, Type C | | | 0700 621D019 1.000 EACH| 515.00000 515.00| 600.00000 600.00| 600.00000 600.00 Inlet Units, Type Y | | | 0710 629A021 80.000 LF | 137.50000 11000.00| 125.00000 10000.00| 75.00000 6000.00 Concrete Median Or Safety Barrier, Type | | | 1 | | | 0720 629A023 30.000 LF | 192.50000 5775.00| 175.00000 5250.00| 88.00000 2640.00 Concrete Median Or Safety Barrier, Type | | | 5 (Special) | | | 0730 630A001 3094.000 LF | 17.60000 54454.40| 16.10000 49813.40| 21.00000 64974.00 Steel Beam Guardrail, Class A, Type 2 | | | 0740 630C001 2.000 EACH| 715.00000 1430.00| 750.00000 1500.00| 830.00000 1660.00 Guardrail End Anchor, Type 8 | | | 0750 630C003 1.000 EACH| 1485.00000 1485.00| 1500.00000 1500.00| 1720.00000 1720.00 Guardrail End Anchor, Type 13 | | | 0760 630C070 2.000 EACH| 2035.00000 4070.00| 1650.00000 3300.00| 2350.00000 4700.00 Guardrail End Anchor, Type 10 Series | | | 0770 635A001 546.000 LF | 8.00000 4368.00| 10.00000 5460.00| 10.00000 5460.00 Woven Wire Fence (Metal Post) | | | 0780 650A000 3654.000 CUYD| 20.00000 73080.00| 7.00000 25578.00| 10.00000 36540.00 Topsoil | | | 0790 652A050 7.000 ACRE| 555.00000 3885.00| 750.00000 5250.00| 600.00000 4200.00 Seeding (Mix 1A) | | | 0800 654A000 2589.000 SQYD| 3.61000 9346.29| 5.00000 12945.00| 4.00000 10356.00 Solid Sodding | | | 0810 656A000 7.000 ACRE| 499.50000 3496.50| 750.00000 5250.00| 600.00000 4200.00 Mulching, Class A, Type 1 | | | 0820 659A001 5560.000 SQYD| 2.22000 12343.20| 2.00000 11120.00| 3.00000 16680.00 Erosion Control Netting, Class B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041203002 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 665A000 5.000 ACRE| 416.25000 2081.25| 500.00000 2500.00| 600.00000 3000.00 Temporary Seeding | | | 0840 665B000 5.000 ACRE| 499.50000 2497.50| 500.00000 2500.00| 600.00000 3000.00 Temporary Mulching | | | 0850 665J000 3807.000 LF | 3.05000 11611.35| 3.50000 13324.50| 4.00000 15228.00 Silt Fence, Type A | | | 0860 665O001 3807.000 LF | 1.12000 4263.84| 1.25000 4758.75| 0.14000 532.98 Silt Fence Removal | | | 0870 665Q001 943.000 LF | 5.90000 5563.70| 6.00000 5658.00| 6.00000 5658.00 20 Inch Wattle | | | 0880 666A001 7.000 ACRE| 11.10000 77.70| 40.00000 280.00| 38.00000 266.00 Pest Control Treatment | | | 0890 674A000 1294.000 LF | 3.20000 4140.80| 2.50000 3235.00| 5.00000 6470.00 Construction Safety Fence | | | 0900 680A000 LUMP| 216000.00000 216000.00| 75000.00000 75000.00| 155000.00000 155000.00 Engineering Controls | | | 0910 701A028 1.000 MILE| 2220.00000 2220.00| 2000.00000 2000.00| 2400.00000 2400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0920 701A036 1.000 MILE| 2220.00000 2220.00| 2000.00000 2000.00| 2400.00000 2400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0930 701A041 1.000 MILE| 1110.00000 1110.00| 1000.00000 1000.00| 1200.00000 1200.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0940 701A061 3.000 MILE| 6438.00000 19314.00| 5800.00000 17400.00| 7000.00000 21000.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0950 701A065 1.000 MILE| 18315.00000 18315.00| 16500.00000 16500.00| 20000.00000 20000.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0960 701A073 1.000 MILE| 18315.00000 18315.00| 16500.00000 16500.00| 20000.00000 20000.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0970 701B016 600.000 LF | 5.55000 3330.00| 5.00000 3000.00| 6.30000 3780.00 Dotted, Class 3W, Type A Traffic Stripe | | | (6" Wide) | | | 0980 701C000 1.000 MILE| 1110.00000 1110.00| 1000.00000 1000.00| 1210.00000 1210.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041203002 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 701C001 2.000 MILE| 1110.00000 2220.00| 1000.00000 2000.00| 1210.00000 2420.00 Solid Temporary Traffic Stripe | | | 1000 701C006 7.000 MILE| 7548.00000 52836.00| 6800.00000 47600.00| 8300.00000 58100.00 Solid Temporary Traffic Stripe | | | (Removable Tape) | | | 1010 701C007 2.000 MILE| 4440.00000 8880.00| 4000.00000 8000.00| 4850.00000 9700.00 Broken Temporary Traffic Stripe (Dotted | | | Tape) | | | 1020 701C009 3.000 MILE| 3885.00000 11655.00| 3500.00000 10500.00| 4250.00000 12750.00 Broken Temporary Traffic | | | Stripe(Removable Tape) | | | 1030 701D009 7.000 MILE| 1387.50000 9712.50| 1250.00000 8750.00| 1500.00000 10500.00 Solid Traffic Stripe Removed (Tape) | | | 1040 701D016 7.000 MILE| 1332.00000 9324.00| 1200.00000 8400.00| 1500.00000 10500.00 Broken Traffic Stripe Removed (Tape) | | | 1050 701D017 2.000 MILE| 1665.00000 3330.00| 1500.00000 3000.00| 1800.00000 3600.00 Broken Traffic Stripe Removed (Pavement | | | Markers) | | | 1060 703A002 98.000 SQFT| 11.10000 1087.80| 10.00000 980.00| 12.00000 1176.00 Traffic Control Markings, Class 2, Type | | | A | | | 1070 703A010 17.000 SQFT| 16.65000 283.05| 15.00000 255.00| 18.00000 306.00 Traffic Control Markings,Class 3W,Type | | | 1080 703B010 23.000 SQFT| 27.75000 638.25| 25.00000 575.00| 30.00000 690.00 Traffic Control Legends,Class 3W,Type A | | | 1090 705A011 3145.000 EACH| 6.66000 20945.70| 6.00000 18870.00| 7.25000 22801.25 Pavement Markers, Class C, Type 1-A | | | 1100 705A012 540.000 EACH| 6.66000 3596.40| 6.00000 3240.00| 7.25000 3915.00 Pavement Markers, Class C, Type 1-B | | | 1110 705A022 40.000 EACH| 6.66000 266.40| 6.00000 240.00| 7.25000 290.00 Pavement Markers, Class C, Type 2-C | | | 1120 705A030 50.000 EACH| 6.38000 319.00| 5.75000 287.50| 7.00000 350.00 Pavement Markers, Class A-H, Type 2-C | | | 1130 705A031 413.000 EACH| 6.38000 2634.94| 5.75000 2374.75| 7.00000 2891.00 Pavement Markers, Class A-H, Type 1-A | | | 1140 705A032 32.000 EACH| 6.38000 204.16| 5.75000 184.00| 7.00000 224.00 Pavement Markers, Class A-H, Type 1-B | | | 1150 710A115 40.000 SQFT| 23.10000 924.00| 26.00000 1040.00| 27.00000 1080.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 002 -9 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041203002 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1160 710A140 423.000 SQFT| 29.70000 12563.10| 65.00000 27495.00| 35.00000 14805.00 Class 6, Aluminum Multiple Flat Sign | | | Panels 0.125" Thick Or Steel Multiple | | | Flat Sign Panels 12 Gauge(Ty. III | | | Background) | | | 1170 710A141 64.000 SQFT| 29.70000 1900.80| 65.00000 4160.00| 35.00000 2240.00 Class 6, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III Background) | | | 1180 710A142 99.000 SQFT| 29.70000 2940.30| 65.00000 6435.00| 35.00000 3465.00 Class 2A, Aluminum Flat Sign Panels 0. | | | 125" Thick Or Steel Flat Sign Panels 12 | | | Gauge(Type III,IV,VII Background) | | | 1190 710B001 56.000 LF | 7.15000 400.40| 15.00000 840.00| 8.30000 464.80 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1200 710B008 164.000 LF | 63.80000 10463.20| 76.00000 12464.00| 74.00000 12136.00 Roadway Sign Post (W8 x 18 Steel Beam) | | | 1210 710C000 LUMP| 2200.00000 2200.00| 2000.00000 2000.00| 2600.00000 2600.00 Removal Of Existing Roadway Signs | | | 1220 711A000 LUMP| 2750.00000 2750.00| 5000.00000 5000.00| 3200.00000 3200.00 Roadway Sign Relocation | | | 1230 715A000 LUMP| 28528.50000 28528.50| 36500.00000 36500.00| 34000.00000 34000.00 Overhead Roadway Sign Structure No. 1 | | | 1240 715A001 LUMP| 54884.50000 54884.50| 70000.00000 70000.00| 64000.00000 64000.00 Overhead Roadway Sign Structure No. 2 | | | 1250 726A000 3790.000 LF | 22.00000 83380.00| 25.00000 94750.00| 32.00000 121280.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 1260 726A001 20.000 LF | 55.00000 1100.00| 60.00000 1200.00| 76.00000 1520.00 Portable Concrete Safety Barriers, Type | | | 6-A | | | 1270 726D020 2.000 EACH| 7150.00000 14300.00| 25000.00000 50000.00| 32000.00000 64000.00 Portable Impact Attenuator Assembly( | | | Unidirectional, TL-2) | | | 1280 728A000 1.000 EACH| 18000.00000 18000.00| 45000.00000 45000.00| 21000.00000 21000.00 Truck Mounted Impact Attenuator Unit | | | 1290 731A002 1.000 EACH| 8250.00000 8250.00| 4000.00000 4000.00| 5100.00000 5100.00 Traffic Counting Units, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 002 -10 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20041203002 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 01007 |( 3 ) 07003 |RACON, INC. |ALABAMA BRIDGE BUILDERS, IN |R.E. GRILLS CONSTRUCTION CO., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1300 740B000 1378.000 SQFT| 9.15000 12608.70| 10.00000 13780.00| 10.00000 13780.00 Construction Signs | | | 1310 740C000 253.000 SQFT| 11.44000 2894.32| 11.00000 2783.00| 10.00000 2530.00 Special Construction Signs | | | 1320 740D000 157.000 EACH| 67.51000 10599.07| 77.00000 12089.00| 70.00000 10990.00 Channelizing Drums | | | 1330 740E000 30.000 EACH| 10.00000 300.00| 15.00000 450.00| 16.00000 480.00 Cones (36 Inches High) | | | 1340 740F002 2.000 EACH| 286.06000 572.12| 220.00000 440.00| 210.00000 420.00 Barricades, Type III | | | 1350 740I005 1.000 EACH| 400.50000 400.50| 533.00000 533.00| 510.00000 510.00 Warning Lights, Type B (Detachable Head | | | 1360 740M001 30.000 EACH| 10.00000 300.00| 10.00000 300.00| 8.00000 240.00 Ballast For Cone | | | 1370 741C010 2.000 EACH| 4350.00000 8700.00| 5200.00000 10400.00| 6000.00000 12000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1380 742A001 4.000 EACH| 13732.00000 54928.00| 18600.00000 74400.00| 15000.00000 60000.00 Portable Changeable Message Sign, Type | | | 1390 745A000 22.000 HOUR| 50.00000 1100.00| 35.00000 770.00| 55.00000 1210.00 Uniformed Police Officer | | | 1400 750Z100 LUMP| 38060.00000 38060.00| 35685.00000 35685.00| 50000.00000 50000.00 Roadway Lighting System (Rehabilitation | | | 1410 756A022 300.000 LF | 38.50000 11550.00| 40.00000 12000.00| 51.00000 15300.00 4" Electrical Conduit, 1 Line, Type 5 | | | Installation | | | 1420 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 | $ 4,854,858.44| $ 4,961,005.68| $ 5,172,523.08 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,854,858.44| $ 4,961,005.68| $ 5,172,523.08 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20041203003 COUNTIES : CLARKE LETTING DATE : 12/03/04 10:00 AM DIVISION : 08 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : HPP-STPNU-1602(522) for constructing the Grade, Drainage and Pavement on C.R.#39 north of S.R.#12 (U.S.#84) southeast of Grove Hill. Length 2.058 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10026 JRD CONTRACTING, INC. $ 786,519.93 100.0000% 2 18024 RACON, INC. $ 965,443.71 122.7488% 3 20050 TOMLIN CONSTRUCTION, LLC $ 1,109,340.02 141.0441% 4 07050 GULF EQUIPMENT CORPORATION $ 1,179,525.10 149.9676% 5 03104 CARCEL & G. CONSTRUCTION, LLC $ 1,217,344.77 154.7761% 6 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 1,381,995.80 175.7102% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041203003 COUNTIES : CLARKE LETTING DATE : 12/03/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 18024 |( 3 ) 20050 |JRD CONTRACTING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 70762.00000 70762.00| 100000.00000 100000.00| 75000.00000 75000.00 Clearing & Grubbing (Approximately 25 | | | Acres) | | | 0020 206D000 156.000 LF | 25.00000 3900.00| 14.40000 2246.40| 6.00000 936.00 Removing Pipe | | | 0030 210A000 106616.000 CUYD| 1.72000 183379.52| 2.20000 234555.20| 2.75000 293194.00 Unclassified Excavation | | | 0040 210D011 5000.000 CUYD| 7.00000 35000.00| 0.00000 0.00| 5.50000 27500.00 Borrow Excavation (A-4 or Better) | | | 0050 214A000 392.000 CUYD| 5.00000 1960.00| 6.05000 2371.60| 6.00000 2352.00 Structure Excavation | | | 0060 214B000 50.000 CUYD| 10.00000 500.00| 4.00000 200.00| 30.00000 1500.00 Foundation Backfill, Local | | | 0070 230A000 109.000 RBST| 100.00000 10900.00| 275.00000 29975.00| 300.00000 32700.00 Roadbed Processing | | | 0080 301A098 27779.000 SQYD| 1.85000 51391.15| 1.25000 34723.75| 3.25000 90281.75 Soil Aggregate Base Course, Type A, | | | Road Mixed, 5" Compacted Thickness | | | 0090 301A102 35146.000 SQYD| 2.23000 78375.58| 1.35000 47447.10| 3.45000 121253.70 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0100 401A000 25363.000 SQYD| 0.53000 13442.39| 0.71000 18007.73| 0.39000 9891.57 Bituminous Treatment A | | | 0110 401B107 24156.000 SQYD| 2.21000 53384.76| 2.36000 57008.16| 2.25000 54351.00 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0120 430B000 500.000 TON | 30.00000 15000.00| 30.00000 15000.00| 30.00000 15000.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0130 530A002 312.000 LF | 25.78000 8043.36| 30.05000 9375.60| 28.00000 8736.00 24" Roadway Pipe (Class 3 R.C.) | | | 0140 530A003 48.000 LF | 37.54000 1801.92| 42.65000 2047.20| 46.00000 2208.00 30" Roadway Pipe (Class 3 R.C.) | | | 0150 530A004 64.000 LF | 48.84000 3125.76| 48.15000 3081.60| 49.00000 3136.00 36" Roadway Pipe (Class 3 R.C.) | | | 0160 530A007 72.000 LF | 107.20000 7718.40| 85.05000 6123.60| 76.00000 5472.00 54" Roadway Pipe (Class 3 R.C.) | | | 0170 530B001 40.000 LF | 30.25000 1210.00| 41.40000 1656.00| 30.00000 1200.00 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041203003 COUNTIES : CLARKE LETTING DATE : 12/03/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 18024 |( 3 ) 20050 |JRD CONTRACTING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 535A141 270.000 LF | 15.22000 4109.40| 25.25000 6817.50| 22.00000 5940.00 18" Side Drain Pipe (16 Gauge C.M.) | | | 0190 600A000 LUMP| 27392.95000 27392.95| 90000.00000 90000.00| 50000.00000 50000.00 Mobilization | | | 0200 602A000 122.000 EACH| 50.00000 6100.00| 96.00000 11712.00| 150.00000 18300.00 Right Of Way Markers | | | 0210 606A000 100.000 LF | 15.00000 1500.00| 15.00000 1500.00| 15.00000 1500.00 6" Underdrain Pipe | | | 0220 610C001 70.000 TON | 40.00000 2800.00| 35.00000 2450.00| 33.00000 2310.00 Loose Riprap, Class 2 | | | 0230 610D000 70.000 SQYD| 10.00000 700.00| 3.00000 210.00| 3.00000 210.00 Filter Blanket | | | 0240 619A003 4.000 EACH| 325.00000 1300.00| 630.00000 2520.00| 600.00000 2400.00 24" Roadway Pipe End Treatment, Class 1 | | | 0250 619A004 2.000 EACH| 500.00000 1000.00| 760.00000 1520.00| 750.00000 1500.00 30" Roadway Pipe End Treatment, Class 1 | | | 0260 619A005 2.000 EACH| 600.00000 1200.00| 1005.00000 2010.00| 1050.00000 2100.00 36" Roadway Pipe End Treatment, Class 1 | | | 0270 619A008 2.000 EACH| 1000.00000 2000.00| 1540.00000 3080.00| 1800.00000 3600.00 54" Roadway Pipe End Treatment, Class 1 | | | 0280 619A101 18.000 EACH| 400.00000 7200.00| 550.00000 9900.00| 525.00000 9450.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 619B016 2.000 EACH| 300.00000 600.00| 590.00000 1180.00| 625.00000 1250.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0300 641A512 640.000 LF | 2.99000 1913.60| 13.00000 8320.00| 13.00000 8320.00 3/4 Inch Copper Water Service Line Laid | | | 0310 641A682 400.000 LF | 20.69000 8276.00| 30.00000 12000.00| 31.00000 12400.00 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0320 641A746 10500.000 LF | 4.48000 47040.00| 10.00000 105000.00| 6.25000 65625.00 6 Inch P.V.C. Water Main Laid | | | 0330 641E500 1.000 EACH| 444.36000 444.36| 1465.00000 1465.00| 1500.00000 1500.00 Fire Hydrant Reset | | | 0340 641J516 1.000 EACH| 591.00000 591.00| 730.00000 730.00| 700.00000 700.00 6 Inch Gate Valve With Box | | | 0350 641M512 21.000 EACH| 127.76000 2682.96| 16.00000 336.00| 300.00000 6300.00 6 Inch Retainer Gland | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041203003 COUNTIES : CLARKE LETTING DATE : 12/03/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 18024 |( 3 ) 20050 |JRD CONTRACTING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 641P515 6.000 EACH| 238.85000 1433.10| 175.00000 1050.00| 500.00000 3000.00 3/4 Inch Service Tap | | | 0370 641R510 2.000 EACH| 291.06000 582.12| 162.00000 324.00| 600.00000 1200.00 3/4 Inch Water Meter And Box Reset | | | 0380 650A000 500.000 CUYD| 1.00000 500.00| 3.00000 1500.00| 6.00000 3000.00 Topsoil | | | 0390 650B000 14000.000 CUYD| 3.00000 42000.00| 3.00000 42000.00| 3.00000 42000.00 Topsoil From Stockpiles | | | 0400 652A061 15.000 ACRE| 500.00000 7500.00| 574.00000 8610.00| 500.00000 7500.00 Seeding (Mix 3E) | | | 0410 654A000 500.000 SQYD| 5.00000 2500.00| 5.17000 2585.00| 4.75000 2375.00 Solid Sodding | | | 0420 656A000 10.000 ACRE| 500.00000 5000.00| 517.00000 5170.00| 500.00000 5000.00 Mulching, Class A, Type 1 | | | 0430 656A001 5.000 ACRE| 1000.00000 5000.00| 546.00000 2730.00| 500.00000 2500.00 Mulching, Class A, Type 2 | | | 0440 665E000 100.000 SQYD| 10.00000 1000.00| 3.00000 300.00| 6.00000 600.00 Polyethylene | | | 0450 665F000 250.000 EACH| 25.00000 6250.00| 5.50000 1375.00| 8.00000 2000.00 Hay Bales | | | 0460 665G000 100.000 EACH| 10.00000 1000.00| 2.22000 222.00| 9.00000 900.00 Sand Bags | | | 0470 665I002 100.000 TON | 48.00000 4800.00| 45.00000 4500.00| 50.00000 5000.00 Temporary Riprap, Class 1 | | | 0480 665J000 6800.000 LF | 4.00000 27200.00| 3.10000 21080.00| 3.00000 20400.00 Silt Fence, Type A | | | 0490 665O001 6800.000 LF | 0.01000 68.00| 1.12000 7616.00| 0.25000 1700.00 Silt Fence Removal | | | 0500 680A000 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 60000.00000 60000.00 Engineering Controls | | | 0510 701A008 1.000 MILE| 210.00000 210.00| 229.72000 229.72| 500.00000 500.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0520 701A012 3.000 MILE| 315.00000 945.00| 344.59000 1033.77| 500.00000 1500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0530 701C000 1.000 MILE| 420.00000 420.00| 459.45000 459.45| 750.00000 750.00 Broken Temporary Traffic Stripe | | | 0540 701C001 3.000 MILE| 525.00000 1575.00| 574.31000 1722.93| 750.00000 2250.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 003 -5 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041203003 COUNTIES : CLARKE LETTING DATE : 12/03/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 18024 |( 3 ) 20050 |JRD CONTRACTING, INC. |RACON, INC. |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 703A000 20.000 SQFT| 1.58000 31.60| 1.72000 34.40| 2.00000 40.00 Traffic Control Markings, Class 1, Type | | | A | | | 0560 740B000 121.000 SQFT| 10.00000 1210.00| 12.00000 1452.00| 8.00000 968.00 Construction Signs | | | 0570 740D000 100.000 EACH| 25.00000 2500.00| 85.00000 8500.00| 60.00000 6000.00 Channelizing Drums | | | 0580 740E000 50.000 EACH| 1.00000 50.00| 10.00000 500.00| 12.00000 600.00 Cones (36 Inches High) | | | 0590 740F002 4.000 EACH| 500.00000 2000.00| 220.00000 880.00| 260.00000 1040.00 Barricades, Type III | | | 0600 740I005 2.000 EACH| 500.00000 1000.00| 1000.00000 2000.00| 200.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 786,519.93| $ 965,443.71| $ 1,109,340.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 786,519.93| $ 965,443.71| $ 1,109,340.02 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 003 -6 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041203003 COUNTIES : CLARKE LETTING DATE : 12/03/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 07050 |( 5 ) 03104 |( 6 ) 23056 |GULF EQUIPMENT CORPORATION |CARCEL & G. CONSTRUCTION, L |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 100000.00000 100000.00| 75000.00000 75000.00| 104902.00000 104902.00 Clearing & Grubbing (Approximately 25 | | | Acres) | | | 0020 206D000 156.000 LF | 10.00000 1560.00| 5.00000 780.00| 8.69000 1355.64 Removing Pipe | | | 0030 210A000 106616.000 CUYD| 2.90000 309186.40| 3.20000 341171.20| 3.14000 334774.24 Unclassified Excavation | | | 0040 210D011 5000.000 CUYD| 3.00000 15000.00| 5.75000 28750.00| 9.45000 47250.00 Borrow Excavation (A-4 or Better) | | | 0050 214A000 392.000 CUYD| 11.00000 4312.00| 6.00000 2352.00| 3.27000 1281.84 Structure Excavation | | | 0060 214B000 50.000 CUYD| 25.30000 1265.00| 20.00000 1000.00| 11.44000 572.00 Foundation Backfill, Local | | | 0070 230A000 109.000 RBST| 210.00000 22890.00| 200.00000 21800.00| 195.28000 21285.52 Roadbed Processing | | | 0080 301A098 27779.000 SQYD| 1.80000 50002.20| 2.50000 69447.50| 2.92000 81114.68 Soil Aggregate Base Course, Type A, | | | Road Mixed, 5" Compacted Thickness | | | 0090 301A102 35146.000 SQYD| 2.00000 70292.00| 2.50000 87865.00| 2.98000 104735.08 Soil Aggregate Base Course, Type A, | | | Road Mixed, 6" Compacted Thickness | | | 0100 401A000 25363.000 SQYD| 0.70000 17754.10| 0.70000 17754.10| 0.93000 23587.59 Bituminous Treatment A | | | 0110 401B107 24156.000 SQYD| 2.40000 57974.40| 2.10000 50727.60| 2.42000 58457.52 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0120 430B000 500.000 TON | 30.60000 15300.00| 33.00000 16500.00| 26.09000 13045.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0130 530A002 312.000 LF | 42.00000 13104.00| 33.00000 10296.00| 29.43000 9182.16 24" Roadway Pipe (Class 3 R.C.) | | | 0140 530A003 48.000 LF | 56.00000 2688.00| 38.00000 1824.00| 41.39000 1986.72 30" Roadway Pipe (Class 3 R.C.) | | | 0150 530A004 64.000 LF | 78.00000 4992.00| 44.00000 2816.00| 49.41000 3162.24 36" Roadway Pipe (Class 3 R.C.) | | | 0160 530A007 72.000 LF | 158.00000 11376.00| 88.00000 6336.00| 93.55000 6735.60 54" Roadway Pipe (Class 3 R.C.) | | | 0170 530B001 40.000 LF | 37.00000 1480.00| 48.00000 1920.00| 33.53000 1341.20 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 003 -7 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041203003 COUNTIES : CLARKE LETTING DATE : 12/03/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 07050 |( 5 ) 03104 |( 6 ) 23056 |GULF EQUIPMENT CORPORATION |CARCEL & G. CONSTRUCTION, L |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 535A141 270.000 LF | 20.00000 5400.00| 26.00000 7020.00| 28.37000 7659.90 18" Side Drain Pipe (16 Gauge C.M.) | | | 0190 600A000 LUMP| 117000.00000 117000.00| 110310.37000 110310.37| 107387.00000 107387.00 Mobilization | | | 0200 602A000 122.000 EACH| 70.00000 8540.00| 200.00000 24400.00| 162.48000 19822.56 Right Of Way Markers | | | 0210 606A000 100.000 LF | 9.50000 950.00| 15.00000 1500.00| 12.84000 1284.00 6" Underdrain Pipe | | | 0220 610C001 70.000 TON | 42.50000 2975.00| 45.00000 3150.00| 39.96000 2797.20 Loose Riprap, Class 2 | | | 0230 610D000 70.000 SQYD| 4.30000 301.00| 5.00000 350.00| 3.54000 247.80 Filter Blanket | | | 0240 619A003 4.000 EACH| 500.00000 2000.00| 800.00000 3200.00| 563.50000 2254.00 24" Roadway Pipe End Treatment, Class 1 | | | 0250 619A004 2.000 EACH| 700.00000 1400.00| 1000.00000 2000.00| 684.25000 1368.50 30" Roadway Pipe End Treatment, Class 1 | | | 0260 619A005 2.000 EACH| 1000.00000 2000.00| 1200.00000 2400.00| 803.85000 1607.70 36" Roadway Pipe End Treatment, Class 1 | | | 0270 619A008 2.000 EACH| 1400.00000 2800.00| 1800.00000 3600.00| 1150.00000 2300.00 54" Roadway Pipe End Treatment, Class 1 | | | 0280 619A101 18.000 EACH| 400.00000 7200.00| 600.00000 10800.00| 598.00000 10764.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0290 619B016 2.000 EACH| 460.00000 920.00| 1000.00000 2000.00| 701.50000 1403.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0300 641A512 640.000 LF | 5.00000 3200.00| 2.55000 1632.00| 13.56000 8678.40 3/4 Inch Copper Water Service Line Laid | | | 0310 641A682 400.000 LF | 25.00000 10000.00| 14.39000 5756.00| 32.88000 13152.00 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0320 641A746 10500.000 LF | 9.00000 94500.00| 8.24000 86520.00| 13.58000 142590.00 6 Inch P.V.C. Water Main Laid | | | 0330 641E500 1.000 EACH| 2250.00000 2250.00| 800.00000 800.00| 2601.70000 2601.70 Fire Hydrant Reset | | | 0340 641J516 1.000 EACH| 720.00000 720.00| 400.00000 400.00| 666.22000 666.22 6 Inch Gate Valve With Box | | | 0350 641M512 21.000 EACH| 80.00000 1680.00| 24.00000 504.00| 50.58000 1062.18 6 Inch Retainer Gland | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 003 -8 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041203003 COUNTIES : CLARKE LETTING DATE : 12/03/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 07050 |( 5 ) 03104 |( 6 ) 23056 |GULF EQUIPMENT CORPORATION |CARCEL & G. CONSTRUCTION, L |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 641P515 6.000 EACH| 350.00000 2100.00| 50.00000 300.00| 351.43000 2108.58 3/4 Inch Service Tap | | | 0370 641R510 2.000 EACH| 360.00000 720.00| 100.00000 200.00| 207.00000 414.00 3/4 Inch Water Meter And Box Reset | | | 0380 650A000 500.000 CUYD| 11.20000 5600.00| 20.00000 10000.00| 13.26000 6630.00 Topsoil | | | 0390 650B000 14000.000 CUYD| 5.00000 70000.00| 4.00000 56000.00| 6.68000 93520.00 Topsoil From Stockpiles | | | 0400 652A061 15.000 ACRE| 556.00000 8340.00| 550.00000 8250.00| 658.95000 9884.25 Seeding (Mix 3E) | | | 0410 654A000 500.000 SQYD| 5.00000 2500.00| 4.75000 2375.00| 4.03000 2015.00 Solid Sodding | | | 0420 656A000 10.000 ACRE| 500.00000 5000.00| 500.00000 5000.00| 718.75000 7187.50 Mulching, Class A, Type 1 | | | 0430 656A001 5.000 ACRE| 528.00000 2640.00| 525.00000 2625.00| 731.40000 3657.00 Mulching, Class A, Type 2 | | | 0440 665E000 100.000 SQYD| 5.00000 500.00| 5.00000 500.00| 3.46000 346.00 Polyethylene | | | 0450 665F000 250.000 EACH| 8.10000 2025.00| 10.00000 2500.00| 8.05000 2012.50 Hay Bales | | | 0460 665G000 100.000 EACH| 3.70000 370.00| 10.00000 1000.00| 6.90000 690.00 Sand Bags | | | 0470 665I002 100.000 TON | 42.30000 4230.00| 50.00000 5000.00| 46.16000 4616.00 Temporary Riprap, Class 1 | | | 0480 665J000 6800.000 LF | 3.20000 21760.00| 6.00000 40800.00| 3.74000 25432.00 Silt Fence, Type A | | | 0490 665O001 6800.000 LF | 1.10000 7480.00| 1.00000 6800.00| 0.58000 3944.00 Silt Fence Removal | | | 0500 680A000 LUMP| 71000.00000 71000.00| 60000.00000 60000.00| 58316.00000 58316.00 Engineering Controls | | | 0510 701A008 1.000 MILE| 224.00000 224.00| 300.00000 300.00| 575.00000 575.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0520 701A012 3.000 MILE| 340.00000 1020.00| 400.00000 1200.00| 575.00000 1725.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0530 701C000 1.000 MILE| 445.00000 445.00| 500.00000 500.00| 862.50000 862.50 Broken Temporary Traffic Stripe | | | 0540 701C001 3.000 MILE| 560.00000 1680.00| 600.00000 1800.00| 862.50000 2587.50 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 003 -9 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20041203003 COUNTIES : CLARKE LETTING DATE : 12/03/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 07050 |( 5 ) 03104 |( 6 ) 23056 |GULF EQUIPMENT CORPORATION |CARCEL & G. CONSTRUCTION, L |JOHN G. WALTON CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 703A000 20.000 SQFT| 1.70000 34.00| 2.00000 40.00| 2.30000 46.00 Traffic Control Markings, Class 1, Type | | | A | | | 0560 740B000 121.000 SQFT| 15.00000 1815.00| 13.00000 1573.00| 18.92000 2289.32 Construction Signs | | | 0570 740D000 100.000 EACH| 50.00000 5000.00| 50.00000 5000.00| 83.20000 8320.00 Channelizing Drums | | | 0580 740E000 50.000 EACH| 15.00000 750.00| 10.00000 500.00| 13.39000 669.50 Cones (36 Inches High) | | | 0590 740F002 4.000 EACH| 195.00000 780.00| 400.00000 1600.00| 307.82000 1231.28 Barricades, Type III | | | 0600 740I005 2.000 EACH| 250.00000 500.00| 400.00000 800.00| 250.84000 501.68 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,179,525.10| $ 1,217,344.77| $ 1,381,995.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,179,525.10| $ 1,217,344.77| $ 1,381,995.80 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20041203004 COUNTIES : TUSCALOOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 CONTRACT TIME : 400 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-0006(513) for constructing the Additional Lanes (Partial Grade, Drainage and Pavement) on S.R.#6 (U.S.#82) from the existing four lane at MP 37.07 to the existing four lane at MP 39.60 west of Tuscaloosa. Length 2.528 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 4,509,821.07 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 5,242,290.77 116.2417% 3 07508 GILCO CONTRACTING, INC. $ 6,335,000.00 140.4712% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041203004 COUNTIES : TUSCALOOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( 3 ) 07508 |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. |GILCO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 110000.00000 110000.00| 110250.00000 110250.00| 135397.29000 135397.29 Clearing & Grubbing (Approximately 26 | | | Acres | | | 0020 210A000 10239.000 CUYD| 4.00000 40956.00| 8.05000 82423.95| 3.29000 33686.31 Unclassified Excavation | | | 0030 210D011 43533.000 CUYD| 8.50000 370030.50| 9.97000 434024.01| 9.53000 414869.49 Borrow Excavation (A-4 or Better) | | | 0040 214A000 498.000 CUYD| 7.00000 3486.00| 8.40000 4183.20| 18.00000 8964.00 Structure Excavation | | | 0050 214B001 182.000 CUYD| 20.00000 3640.00| 37.40000 6806.80| 24.11000 4388.02 Foundation Backfill, Commercial | | | 0060 230A000 121.000 RBST| 250.00000 30250.00| 653.85000 79115.85| 776.25000 93926.25 Roadbed Processing | | | 0070 301A003 401.000 SQYD| 3.40000 1363.40| 7.70000 3087.70| 9.11000 3653.11 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 3.75" Compacted Thickness | | | 0080 301A004 16035.000 SQYD| 3.43000 55000.05| 4.89000 78411.15| 5.80000 93003.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0090 301A006 2948.000 SQYD| 3.97000 11703.56| 5.81000 17127.88| 6.88000 20282.24 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0100 301A010 17050.000 SQYD| 4.32000 73656.00| 6.43000 109631.50| 7.62000 129921.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5.5" Compacted Thickness | | | 0110 301A012 111007.000 SQYD| 4.62000 512852.34| 6.41000 711554.87| 7.62000 845873.34 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 305B060 1000.000 TON | 15.00000 15000.00| 31.61000 31610.00| 37.42000 37420.00 Crushed Aggregate, Section 825, Crusher | | | Run Stone 1" Down, For | | | 0130 327E000 8743.000 TON | 34.56000 302158.08| 39.38000 344299.34| 46.58000 407248.94 Permeable Asphalt Treated Base | | | 0140 401A000 21034.000 SQYD| 0.41000 8623.94| 0.53000 11148.02| 0.63000 13251.42 Bituminous Treatment A | | | 0150 401A043 34742.000 SQYD| 1.20000 41690.40| 1.22000 42385.24| 1.45000 50375.90 Bituminous Treatment AE | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041203004 COUNTIES : TUSCALOOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( 3 ) 07508 |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. |GILCO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 405A000 6202.000 GAL | 1.10000 6822.20| 1.60000 9923.20| 1.90000 11783.80 Tack Coat | | | 0170 408A051 42298.000 SQYD| 0.70000 29608.60| 0.77000 32569.46| 1.25000 52872.50 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0180 410A002 1.000 EACH| 4000.00000 4000.00| 30178.30000 30178.30| 31050.00000 31050.00 Profilograph | | | 0190 410H000 1.000 EACH| 52000.00000 52000.00| 77398.18000 77398.18| 91494.00000 91494.00 Material Remixing Device | | | 0200 424A281 6703.000 TON | 43.20000 289569.60| 49.10000 329117.30| 58.08000 389310.24 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 424A284 100.000 TON | 44.00000 4400.00| 115.25000 11525.00| 134.55000 13455.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 424A287 1594.000 TON | 43.20000 68860.80| 57.49000 91639.06| 67.97000 108344.18 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 424A290 163.000 TON | 63.40000 10334.20| 84.14000 13714.82| 99.36000 16195.68 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424A361 1744.000 TON | 41.65000 72637.60| 52.08000 90827.52| 61.58000 107395.52 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0250 424B281 11274.000 TON | 39.70000 447577.80| 44.09000 497070.66| 52.13000 587713.62 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0260 424B285 100.000 TON | 65.00000 6500.00| 114.47000 11447.00| 134.55000 13455.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0270 424B289 1514.000 TON | 39.70000 60105.80| 49.89000 75533.46| 58.97000 89280.58 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041203004 COUNTIES : TUSCALOOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( 3 ) 07508 |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. |GILCO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 424B292 215.000 TON | 54.50000 11717.50| 71.39000 15348.85| 84.40000 18146.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0290 424B293 1012.000 TON | 43.33000 43849.96| 49.03000 49618.36| 57.99000 58685.88 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0300 424B581 13666.000 TON | 37.00000 505642.00| 39.82000 544180.12| 47.07000 643258.62 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0310 424B592 258.000 TON | 48.44000 12497.52| 65.14000 16806.12| 77.00000 19866.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL E | | | 0320 424B651 3214.000 TON | 37.60000 120846.40| 43.95000 141255.30| 51.96000 166999.44 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0330 424B681 948.000 TON | 39.00000 36972.00| 50.92000 48272.16| 60.23000 57098.04 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0340 424B692 1117.000 TON | 43.00000 48031.00| 48.35000 54006.95| 57.18000 63870.06 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0350 428C000 50291.000 LF | 0.14000 7040.74| 0.10000 5029.10| 0.12000 6034.92 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0360 502A000 1605.000 LB | 2.00000 3210.00| 1.05000 1685.25| 1.79000 2872.95 Steel Reinforcement | | | 0370 524B011 11.000 CUYD| 750.00000 8250.00| 735.00000 8085.00| 1794.00000 19734.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0380 530A001 333.000 LF | 18.56000 6180.48| 25.31000 8428.23| 56.86000 18934.38 18" Roadway Pipe (Class 3 R.C.) | | | 0390 530A007 22.000 LF | 121.00000 2662.00| 108.15000 2379.30| 138.35000 3043.70 54" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041203004 COUNTIES : TUSCALOOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( 3 ) 07508 |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. |GILCO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0400 530A102 18.000 LF | 21.00000 378.00| 64.16000 1154.88| 65.01000 1170.18 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0410 530A103 51.000 LF | 56.00000 2856.00| 44.63000 2276.13| 80.26000 4093.26 30" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0420 530A104 32.000 LF | 75.00000 2400.00| 56.70000 1814.40| 96.14000 3076.48 36" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0430 530A151 42.000 LF | 19.60000 823.20| 29.40000 1234.80| 57.14000 2399.88 15" Roadway Pipe (14 Gauge C.C.S.) | | | 0440 530A154 41.000 LF | 24.00000 984.00| 31.50000 1291.50| 75.02000 3075.82 18" Roadway Pipe (14 Guage C.C.S.) | | | 0450 530A600 400.000 LF | 16.25000 6500.00| 34.81000 13924.00| 84.62000 33848.00 15" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | 0460 532A031 120.000 LF | 85.00000 10200.00| 75.60000 9072.00| 80.26000 9631.20 15" Slotted Drain Pipe | | | 0470 535A001 109.000 LF | 21.00000 2289.00| 27.62000 3010.58| 56.86000 6197.74 18" Side Drain Pipe | | | 0480 535A002 148.000 LF | 30.00000 4440.00| 30.98000 4585.04| 65.01000 9621.48 24" Side Drain Pipe | | | 0490 600A000 LUMP| 247000.00000 247000.00| 73027.50000 73027.50| 224692.75000 224692.75 Mobilization | | | 0500 601A000 1.000 EACH| 15000.00000 15000.00| 10851.35000 10851.35| 3000.00000 3000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0510 605A002 24052.000 LF | 4.00000 96208.00| 3.40000 81776.80| 4.94000 118816.88 Pavement Edge Drain (Aggregate Filled | | | Underdrain) | | | 0520 605B000 17.000 EACH| 300.00000 5100.00| 288.75000 4908.75| 807.00000 13719.00 Special Underdrain Outlet, Type A | | | 0530 605B001 17.000 EACH| 300.00000 5100.00| 288.75000 4908.75| 528.90000 8991.30 Special Underdrain Outlet, Type B | | | 0540 606A000 1000.000 LF | 15.00000 15000.00| 12.60000 12600.00| 7.52000 7520.00 6" Underdrain Pipe | | | 0550 610C001 284.000 TON | 23.00000 6532.00| 31.50000 8946.00| 25.96000 7372.64 Loose Riprap, Class 2 | | | 0560 610D003 213.000 SQYD| 2.50000 532.50| 2.63000 560.19| 4.91000 1045.83 Filter Blanket, Geotextile | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 004 -6 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041203004 COUNTIES : TUSCALOOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( 3 ) 07508 |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. |GILCO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0570 614A000 361.000 CUYD| 220.00000 79420.00| 204.75000 73914.75| 303.60000 109599.60 Slope Paving | | | 0580 619A002 2.000 EACH| 615.00000 1230.00| 656.25000 1312.50| 673.90000 1347.80 18" Roadway Pipe End Treatment, Class 1 | | | 0590 619A004 2.000 EACH| 852.00000 1704.00| 918.75000 1837.50| 1070.94000 2141.88 30" Roadway Pipe End Treatment, Class 1 | | | 0600 619A005 1.000 EACH| 1032.00000 1032.00| 997.50000 997.50| 1373.96000 1373.96 36" Roadway Pipe End Treatment, Class 1 | | | 0610 619A008 1.000 EACH| 1241.00000 1241.00| 1312.50000 1312.50| 3134.33000 3134.33 54" Roadway Pipe End Treatment, Class 1 | | | 0620 619A101 6.000 EACH| 615.00000 3690.00| 787.50000 4725.00| 673.90000 4043.40 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0630 619A102 6.000 EACH| 695.00000 4170.00| 892.50000 5355.00| 851.58000 5109.48 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0640 620A000 2.000 CUYD| 1100.00000 2200.00| 787.50000 1575.00| 1437.50000 2875.00 Minor Structure Concrete | | | 0650 621A001 1.000 EACH| 1618.00000 1618.00| 2310.00000 2310.00| 6851.13000 6851.13 Junction Boxes, Type 1, 2P Or 5 | | | 0660 621A010 1.000 EACH| 2057.00000 2057.00| 2887.50000 2887.50| 4646.00000 4646.00 Junction Boxes, Type 3 | | | 0670 621A022 1.000 EACH| 1872.00000 1872.00| 3150.00000 3150.00| 4541.35000 4541.35 Junction Boxes, Type 1 (Modified) | | | 0680 621A058 1.000 EACH| 2400.00000 2400.00| 3150.00000 3150.00| 5064.03000 5064.03 Junction Boxes, Type 3 (Modified) | | | 0690 621B001 3.000 EACH| 510.00000 1530.00| 682.50000 2047.50| 6793.63000 20380.89 Junction Box Units, Type 1, 2P Or 5 | | | 0700 621C001 6.000 EACH| 1940.00000 11640.00| 1785.00000 10710.00| 5816.13000 34896.78 Inlets, Type B | | | 0710 621C020 26.000 EACH| 1775.00000 46150.00| 1942.50000 50505.00| 5345.78000 138990.28 Inlets, Type Y | | | 0720 621C027 1.000 EACH| 2215.00000 2215.00| 1837.50000 1837.50| 6343.98000 6343.98 Inlets, Type C | | | 0730 621D002 1.000 EACH| 650.00000 650.00| 525.00000 525.00| 6343.98000 6343.98 Inlet Units, Type C | | | 0740 621D019 9.000 EACH| 560.00000 5040.00| 525.00000 4725.00| 5345.78000 48112.02 Inlet Units, Type Y | | | 0750 621I000 2.000 EACH| 4400.00000 8800.00| 5250.00000 10500.00| 4672.45000 9344.90 Stilling Basins, Type 00 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 004 -7 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041203004 COUNTIES : TUSCALOOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( 3 ) 07508 |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. |GILCO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 630A001 2681.000 LF | 14.90000 39946.90| 15.65000 41957.65| 16.50000 44236.50 Steel Beam Guardrail, Class A, Type 2 | | | 0770 630C001 4.000 EACH| 700.00000 2800.00| 735.00000 2940.00| 770.00000 3080.00 Guardrail End Anchor, Type 8 | | | 0780 630C050 4.000 EACH| 1890.00000 7560.00| 1984.50000 7938.00| 2090.00000 8360.00 Guardrail End Anchor, Type 20 Series | | | 0790 650A000 5284.000 CUYD| 10.00000 52840.00| 12.42000 65627.28| 16.42000 86763.28 Topsoil | | | 0800 650B000 2475.000 CUYD| 7.35000 18191.25| 12.66000 31333.50| 5.40000 13365.00 Topsoil From Stockpiles | | | 0810 654A001 1790.000 SQYD| 3.50000 6265.00| 3.41000 6103.90| 4.40000 7876.00 Solid Sodding (Bermuda) | | | 0820 658A002 21.000 ACRE| 1325.00000 27825.00| 997.50000 20947.50| 1320.00000 27720.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0830 659A000 7312.000 SQYD| 1.25000 9140.00| 2.10000 15355.20| 1.65000 12064.80 Erosion Control Netting, Class A | | | 0840 659A002 13651.000 SQYD| 4.25000 58016.75| 4.99000 68118.49| 4.40000 60064.40 Erosion Control Netting, Class C1 | | | 0850 659A010 1295.000 SQYD| 1.25000 1618.75| 2.10000 2719.50| 1.65000 2136.75 Erosion Control Netting, Class A (Jute | | | Netting) | | | 0860 665A000 5.000 ACRE| 400.00000 2000.00| 420.00000 2100.00| 420.00000 2100.00 Temporary Seeding | | | 0870 665B000 5.000 ACRE| 450.00000 2250.00| 420.00000 2100.00| 540.00000 2700.00 Temporary Mulching | | | 0880 665I000 374.000 TON | 25.00000 9350.00| 29.53000 11044.22| 33.16000 12401.84 Temporary Riprap, Class 2 | | | 0890 665J000 7911.000 LF | 3.25000 25710.75| 4.71000 37260.81| 2.90000 22941.90 Silt Fence, Type A | | | 0900 665O001 7911.000 LF | 0.50000 3955.50| 0.82000 6487.02| 1.82000 14398.02 Silt Fence Removal | | | 0910 665Q001 3780.000 LF | 4.25000 16065.00| 9.65000 36477.00| 11.56000 43696.80 20 Inch Wattle | | | 0920 666A001 21.000 ACRE| 50.00000 1050.00| 21.00000 441.00| 33.00000 693.00 Pest Control Treatment | | | 0930 672A000 32.000 GAL | 65.00000 2080.00| 68.25000 2184.00| 150.00000 4800.00 Flocculant Liquid | | | 0940 674A000 1560.000 LF | 2.50000 3900.00| 3.99000 6224.40| 2.81000 4383.60 Construction Safety Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 004 -8 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041203004 COUNTIES : TUSCALOOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( 3 ) 07508 |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. |GILCO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0950 680A000 LUMP| 65000.00000 65000.00| 97807.50000 97807.50| 66125.00000 66125.00 Engineering Controls | | | 0960 701A028 6.000 MILE| 1575.00000 9450.00| 1653.75000 9922.50| 2150.00000 12900.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0970 701A032 5.000 MILE| 1575.00000 7875.00| 1653.75000 8268.75| 2150.00000 10750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0980 701A041 5.000 MILE| 990.00000 4950.00| 1039.50000 5197.50| 1290.00000 6450.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0990 701B009 2940.000 LF | 0.85000 2499.00| 0.89000 2616.60| 1.08000 3175.20 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1000 701C000 9.000 MILE| 550.00000 4950.00| 577.50000 5197.50| 645.00000 5805.00 Broken Temporary Traffic Stripe | | | 1010 701C001 16.000 MILE| 620.00000 9920.00| 651.00000 10416.00| 666.50000 10664.00 Solid Temporary Traffic Stripe | | | 1020 701D007 1.000 MILE| 1700.00000 1700.00| 1785.00000 1785.00| 1827.50000 1827.50 Solid Traffic Stripe Removed (Paint) | | | 1030 701D008 1.000 MILE| 1750.00000 1750.00| 1837.50000 1837.50| 1881.25000 1881.25 Solid Traffic Stripe Removed (Plastic) | | | 1040 701D015 1.000 MILE| 1550.00000 1550.00| 1627.50000 1627.50| 1666.25000 1666.25 Broken Traffic Stripe Removed (Plastic) | | | 1050 703A002 361.000 SQFT| 3.00000 1083.00| 3.15000 1137.15| 4.30000 1552.30 Traffic Control Markings, Class 2, Type | | | A | | | 1060 703B002 314.000 SQFT| 3.50000 1099.00| 3.68000 1155.52| 4.84000 1519.76 Traffic Control Legends, Class 2, Type | | | 1070 703D001 170.000 SQFT| 1.50000 255.00| 1.58000 268.60| 1.77000 300.90 Temporary Traffic Control Markings | | | 1080 705A011 634.000 EACH| 6.00000 3804.00| 6.30000 3994.20| 6.99000 4431.66 Pavement Markers, Class C, Type 1-A | | | 1090 705A012 1234.000 EACH| 6.00000 7404.00| 6.30000 7774.20| 8.06000 9946.04 Pavement Markers, Class C, Type 1-B | | | 1100 705A023 34.000 EACH| 6.00000 204.00| 6.30000 214.20| 6.45000 219.30 Pavement Markers, Class C, Type 2-D | | | 1110 705A024 34.000 EACH| 6.00000 204.00| 6.30000 214.20| 6.45000 219.30 Pavement Markers, Class C, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 004 -9 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20041203004 COUNTIES : TUSCALOOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( 3 ) 07508 |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. |GILCO CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1120 705A030 24.000 EACH| 5.50000 132.00| 5.78000 138.72| 6.99000 167.76 Pavement Markers, Class A-H, Type 2-C | | | 1130 705A031 294.000 EACH| 5.50000 1617.00| 5.78000 1699.32| 8.60000 2528.40 Pavement Markers, Class A-H, Type 1-A | | | 1140 705A037 4.000 EACH| 5.50000 22.00| 5.78000 23.12| 10.75000 43.00 Pavement Markers, Class A-H, Type 2-D | | | 1150 707B009 2.000 EACH| 300.00000 600.00| 173.25000 346.50| 154.00000 308.00 Type A Hazard Marker Installation | | | (Temporary) | | | 1160 709A000 4.000 EACH| 200.00000 800.00| 131.25000 525.00| 132.00000 528.00 Milepost, Type A | | | 1170 710A115 10.000 SQFT| 14.50000 145.00| 16.14000 161.40| 17.60000 176.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1180 710A126 110.000 SQFT| 16.50000 1815.00| 18.37000 2020.70| 19.80000 2178.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1190 710B001 328.000 LF | 8.25000 2706.00| 9.19000 3014.32| 5.50000 1804.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1200 740B000 1183.000 SQFT| 8.00000 9464.00| 8.07000 9546.81| 7.98000 9440.34 Construction Signs | | | 1210 740D000 393.000 EACH| 60.00000 23580.00| 62.37000 24511.41| 60.50000 23776.50 Channelizing Drums | | | 1220 740E000 50.000 EACH| 12.00000 600.00| 10.50000 525.00| 11.00000 550.00 Cones (36 Inches High) | | | 1230 740F002 24.000 EACH| 180.00000 4320.00| 187.95000 4510.80| 198.00000 4752.00 Barricades, Type III | | | 1240 740I005 13.000 EACH| 460.00000 5980.00| 490.35000 6374.55| 495.00000 6435.00 Warning Lights, Type B (Detachable Head | | | 1250 740M001 50.000 EACH| 7.00000 350.00| 7.09000 354.50| 6.60000 330.00 Ballast For Cone | | | 1260 741C010 2.000 EACH| 1250.00000 2500.00| 4563.30000 9126.60| 5500.00000 11000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1270 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 | $ 4,509,821.07| $ 5,242,290.77| $ 6,335,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,509,821.07| $ 5,242,290.77| $ 6,335,000.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 CONTRACT TIME : 400 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-0012(506) for constructing the Base and Pavement, Partial Grade and Drain on S.R.#12 (U.S.#84) from C.R.#30 to west of S.R.#141 west of Elba. Length 3.910 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 6,591,434.81 100.0000% 2 18005 GRADY RALLS & SONS, INC. $ 6,849,240.09 103.9112% 3 01087 APAC-SOUTHEAST, INC. $ 7,100,859.23 107.7286% 4 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 7,486,640.97 113.5814% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 01087 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, 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 201A000 LUMP| 25440.00000 25440.00| 159862.00000 159862.00| 79000.00000 79000.00 Clearing & Grubbing (Approximately 8 | | | Acres) | | | 0012 205A001 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 Removal Of Structures, Structure No. 1 | | | 0013 205A002 1.000 EACH| 2500.00000 2500.00| 1500.00000 1500.00| 1500.00000 1500.00 Removal Of Structures, Structure No. 2 | | | 0020 206B000 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 3000.00000 3000.00 Removal Of Old Box Culvert, Station | | | 319+54 | | | 0030 206B001 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 4000.00000 4000.00 Removal Of Old Box Culvert, Station | | | 404+16 | | | 0040 206D000 332.000 LF | 4.12000 1367.84| 12.00000 3984.00| 12.00000 3984.00 Removing Pipe | | | 0050 206D007 2190.000 LF | 4.12000 9022.80| 2.90000 6351.00| 2.90000 6351.00 Removing Concrete Flume | | | 0060 209A000 15.000 EACH| 56.76000 851.40| 125.00000 1875.00| 125.00000 1875.00 Mailbox Reset, Single | | | 0070 210A000 79492.000 CUYD| 3.26000 259143.92| 2.95000 234501.40| 2.95000 234501.40 Unclassified Excavation | | | 0080 210D011 69069.000 CUYD| 4.30000 296996.70| 4.95000 341891.55| 4.95000 341891.55 Borrow Excavation (A-4 or Better) | | | 0090 214A000 2527.000 CUYD| 6.50000 16425.50| 7.00000 17689.00| 7.00000 17689.00 Structure Excavation | | | 0100 214B001 579.000 CUYD| 36.00000 20844.00| 42.00000 24318.00| 42.00000 24318.00 Foundation Backfill, Commercial | | | 0110 230A000 339.000 RBST| 375.00000 127125.00| 225.00000 76275.00| 225.00000 76275.00 Roadbed Processing | | | 0120 301A222 441728.000 SQYD| 4.40000 1943603.20| 4.48000 1978941.44| 4.00000 1766912.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0130 401A000 161122.000 SQYD| 0.40000 64448.80| 0.35000 56392.70| 0.35000 56392.70 Bituminous Treatment A | | | 0140 401B108 34773.000 SQYD| 1.00000 34773.00| 0.82000 28513.86| 0.82000 28513.86 Bituminous Treatment G (With Polymer | | | Additive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 01087 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 405A000 10780.000 GAL | 1.20000 12936.00| 1.98000 21344.40| 1.98000 21344.40 Tack Coat | | | 0160 408A052 34773.000 SQYD| 0.63000 21906.99| 0.53000 18429.69| 0.53000 18429.69 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0170 410A002 1.000 EACH| 8000.00000 8000.00| 20000.00000 20000.00| 20000.00000 20000.00 Profilograph | | | 0180 410H000 1.000 EACH| 75000.00000 75000.00| 24000.00000 24000.00| 24000.00000 24000.00 Material Remixing Device | | | 0190 424A361 15784.000 TON | 33.68000 531605.12| 36.26000 572327.84| 36.26000 572327.84 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424A367 1416.000 TON | 45.47000 64385.52| 38.05000 53878.80| 38.05000 53878.80 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B651 22628.000 TON | 32.39000 732920.92| 37.69000 852849.32| 37.69000 852849.32 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B655 50.000 TON | 75.00000 3750.00| 95.00000 4750.00| 95.00000 4750.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B659 4139.000 TON | 36.00000 149004.00| 33.50000 138656.50| 33.50000 138656.50 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424B663 2202.000 TON | 36.63000 80659.26| 35.27000 77664.54| 35.27000 77664.54 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B681 17946.000 TON | 32.68000 586475.28| 32.90000 590423.40| 32.90000 590423.40 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0260 428C000 72723.000 LF | 0.10000 7272.30| 0.10000 7272.30| 0.11000 7999.53 Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 01087 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 430B000 642.000 TON | 27.16000 17436.72| 40.00000 25680.00| 40.00000 25680.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0280 502A000 4879.000 LB | 1.10000 5366.90| 0.65000 3171.35| 0.65000 3171.35 Steel Reinforcement | | | 0290 524B011 33.000 CUYD| 800.00000 26400.00| 565.00000 18645.00| 565.00000 18645.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0300 530A001 209.000 LF | 20.89000 4366.01| 25.00000 5225.00| 25.00000 5225.00 18" Roadway Pipe (Class 3 R.C.) | | | 0310 530A002 1343.000 LF | 27.48000 36905.64| 28.00000 37604.00| 28.00000 37604.00 24" Roadway Pipe (Class 3 R.C.) | | | 0320 530A003 193.000 LF | 36.00000 6948.00| 35.00000 6755.00| 35.00000 6755.00 30" Roadway Pipe (Class 3 R.C.) | | | 0330 530A101 10.000 LF | 100.00000 1000.00| 27.00000 270.00| 27.00000 270.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530A102 47.000 LF | 42.03000 1975.41| 32.00000 1504.00| 32.00000 1504.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0350 530A105 106.000 LF | 74.39000 7885.34| 46.00000 4876.00| 46.00000 4876.00 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0360 530A494 784.000 LF | 25.00000 19600.00| 18.00000 14112.00| 18.00000 14112.00 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0370 535A001 184.000 LF | 25.00000 4600.00| 19.00000 3496.00| 19.00000 3496.00 18" Side Drain Pipe | | | 0380 535A002 160.000 LF | 32.00000 5120.00| 25.00000 4000.00| 25.00000 4000.00 24" Side Drain Pipe | | | 0390 535A301 128.000 LF | 35.00000 4480.00| 19.00000 2432.00| 19.00000 2432.00 18" Side Drain Pipe (Extension) | | | 0400 600A000 LUMP| 250000.00000 250000.00| 356800.00000 356800.00| 800000.00000 800000.00 Mobilization | | | 0410 601A000 1.000 EACH| 16000.00000 16000.00| 8500.00000 8500.00| 5000.00000 5000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0420 606A000 1000.000 LF | 10.72000 10720.00| 9.25000 9250.00| 9.25000 9250.00 6" Underdrain Pipe | | | 0430 610C001 225.000 TON | 29.09000 6545.25| 32.00000 7200.00| 32.00000 7200.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 01087 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 610D003 212.000 SQYD| 2.41000 510.92| 1.85000 392.20| 1.85000 392.20 Filter Blanket, Geotextile | | | 0450 614A000 1597.000 CUYD| 195.00000 311415.00| 210.00000 335370.00| 210.00000 335370.00 Slope Paving | | | 0460 619A002 2.000 EACH| 525.00000 1050.00| 395.00000 790.00| 395.00000 790.00 18" Roadway Pipe End Treatment, Class 1 | | | 0470 619A003 17.000 EACH| 600.00000 10200.00| 445.00000 7565.00| 445.00000 7565.00 24" Roadway Pipe End Treatment, Class 1 | | | 0480 619A004 2.000 EACH| 900.00000 1800.00| 550.00000 1100.00| 550.00000 1100.00 30" Roadway Pipe End Treatment, Class 1 | | | 0490 619A101 15.000 EACH| 525.00000 7875.00| 375.00000 5625.00| 375.00000 5625.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 619A102 6.000 EACH| 600.00000 3600.00| 425.00000 2550.00| 425.00000 2550.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0510 620A000 3.000 CUYD| 1000.00000 3000.00| 550.00000 1650.00| 550.00000 1650.00 Minor Structure Concrete | | | 0520 621A000 2.000 EACH| 1950.00000 3900.00| 3750.00000 7500.00| 3750.00000 7500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0530 621C002 1.000 EACH| 1950.00000 1950.00| 2500.00000 2500.00| 2500.00000 2500.00 Inlets, Type C, P1 Or P3 | | | 0540 621C020 10.000 EACH| 1950.00000 19500.00| 2250.00000 22500.00| 2250.00000 22500.00 Inlets, Type Y | | | 0550 621D019 14.000 EACH| 525.00000 7350.00| 445.00000 6230.00| 445.00000 6230.00 Inlet Units, Type Y | | | 0560 621I003 1.000 EACH| 14500.00000 14500.00| 6750.00000 6750.00| 6750.00000 6750.00 Stilling Basins, Type 3 | | | 0570 630A001 500.000 LF | 19.50000 9750.00| 20.00000 10000.00| 17.25000 8625.00 Steel Beam Guardrail, Class A, Type 2 | | | 0580 630C001 2.000 EACH| 800.00000 1600.00| 900.00000 1800.00| 800.00000 1600.00 Guardrail End Anchor, Type 8 | | | 0590 630C050 2.000 EACH| 2000.00000 4000.00| 2500.00000 5000.00| 1800.00000 3600.00 Guardrail End Anchor, Type 20 Series | | | 0600 650A000 1463.000 CUYD| 4.50000 6583.50| 6.50000 9509.50| 6.50000 9509.50 Topsoil | | | 0610 650B000 16275.000 CUYD| 3.20000 52080.00| 4.25000 69168.75| 4.25000 69168.75 Topsoil From Stockpiles | | | 0620 651B000 50.000 TON | 40.00000 2000.00| 30.00000 1500.00| 40.00000 2000.00 Agricultural Limestone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -6 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 01087 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 652A061 57.000 ACRE| 365.00000 20805.00| 425.00000 24225.00| 400.00000 22800.00 Seeding (Mix 3E) | | | 0640 652C000 57.000 ACRE| 40.00000 2280.00| 50.00000 2850.00| 35.00000 1995.00 Mowing | | | 0650 654A001 3051.000 SQYD| 2.80000 8542.80| 2.85000 8695.35| 2.65000 8085.15 Solid Sodding (Bermuda) | | | 0660 656A000 57.000 ACRE| 300.00000 17100.00| 395.00000 22515.00| 400.00000 22800.00 Mulching, Class A, Type 1 | | | 0670 659A000 1000.000 SQYD| 1.35000 1350.00| 1.75000 1750.00| 1.45000 1450.00 Erosion Control Netting, Class A | | | 0680 659A001 1000.000 SQYD| 1.45000 1450.00| 1.75000 1750.00| 1.45000 1450.00 Erosion Control Netting, Class B | | | 0690 665A000 15.000 ACRE| 380.00000 5700.00| 285.00000 4275.00| 320.00000 4800.00 Temporary Seeding | | | 0700 665B000 15.000 ACRE| 350.00000 5250.00| 285.00000 4275.00| 340.00000 5100.00 Temporary Mulching | | | 0710 665C000 350.000 LF | 25.00000 8750.00| 17.00000 5950.00| 17.00000 5950.00 15" Temporary Pipe | | | 0720 665E000 840.000 SQYD| 2.00000 1680.00| 0.50000 420.00| 1.00000 840.00 Polyethylene | | | 0730 665G000 500.000 EACH| 5.00000 2500.00| 1.00000 500.00| 5.00000 2500.00 Sand Bags | | | 0740 665I000 70.000 TON | 75.00000 5250.00| 32.00000 2240.00| 32.00000 2240.00 Temporary Riprap, Class 2 | | | 0750 665J000 89560.000 LF | 1.00000 89560.00| 1.00000 89560.00| 2.45000 219422.00 Silt Fence, Type A | | | 0760 665O001 89560.000 LF | 0.15000 13434.00| 0.25000 22390.00| 0.08000 7164.80 Silt Fence Removal | | | 0770 665P001 31.000 EACH| 275.00000 8525.00| 345.00000 10695.00| 200.00000 6200.00 Inlet Protection Device | | | 0780 665Q000 220.000 LF | 5.10000 1122.00| 3.95000 869.00| 4.75000 1045.00 12 Inch Wattle | | | 0790 665Q001 3800.000 LF | 6.00000 22800.00| 4.35000 16530.00| 4.93000 18734.00 20 Inch Wattle | | | 0800 665T000 2665.000 LF | 6.00000 15990.00| 7.00000 18655.00| 7.00000 18655.00 Temporary Earth Berms | | | 0810 666A001 57.000 ACRE| 0.15000 8.55| 10.00000 570.00| 10.00000 570.00 Pest Control Treatment | | | 0820 672B000 400.000 LB | 55.00000 22000.00| 8.10000 3240.00| 35.00000 14000.00 Flocculant Powder | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -7 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 01087 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 680A000 LUMP| 130000.00000 130000.00| 28000.00000 28000.00| 28000.00000 28000.00 Engineering Controls | | | 0840 701A028 10.000 MILE| 1550.00000 15500.00| 1550.00000 15500.00| 1550.00000 15500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0850 701A041 9.000 MILE| 970.00000 8730.00| 970.00000 8730.00| 970.00000 8730.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0860 701A048 9.000 MILE| 1750.00000 15750.00| 1750.00000 15750.00| 1750.00000 15750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0870 701B009 8243.000 LF | 0.90000 7418.70| 0.90000 7418.70| 0.90000 7418.70 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0880 701C000 11.000 MILE| 520.00000 5720.00| 520.00000 5720.00| 520.00000 5720.00 Broken Temporary Traffic Stripe | | | 0890 701C001 49.000 MILE| 590.00000 28910.00| 590.00000 28910.00| 590.00000 28910.00 Solid Temporary Traffic Stripe | | | 0900 701D007 10.000 MILE| 1650.00000 16500.00| 1650.00000 16500.00| 1650.00000 16500.00 Solid Traffic Stripe Removed (Paint) | | | 0910 701D008 8.000 MILE| 1750.00000 14000.00| 1750.00000 14000.00| 1750.00000 14000.00 Solid Traffic Stripe Removed (Plastic) | | | 0920 701D014 5.000 MILE| 1500.00000 7500.00| 1500.00000 7500.00| 1500.00000 7500.00 Broken Traffic Stripe Removed (Paint) | | | 0930 701D015 4.000 MILE| 1500.00000 6000.00| 1550.00000 6200.00| 1550.00000 6200.00 Broken Traffic Stripe Removed (Plastic) | | | 0940 703A002 2911.000 SQFT| 2.50000 7277.50| 2.50000 7277.50| 2.50000 7277.50 Traffic Control Markings, Class 2, Type | | | A | | | 0950 703B002 718.000 SQFT| 3.50000 2513.00| 3.50000 2513.00| 3.50000 2513.00 Traffic Control Legends, Class 2, Type | | | 0960 703D001 566.000 SQFT| 1.50000 849.00| 1.50000 849.00| 1.50000 849.00 Temporary Traffic Control Markings | | | 0970 705A011 1336.000 EACH| 6.00000 8016.00| 6.00000 8016.00| 6.00000 8016.00 Pavement Markers, Class C, Type 1-A | | | 0980 705A023 669.000 EACH| 6.00000 4014.00| 6.00000 4014.00| 6.00000 4014.00 Pavement Markers, Class C, Type 2-D | | | 0990 705A030 32.000 EACH| 5.00000 160.00| 5.00000 160.00| 5.00000 160.00 Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -8 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 18005 |( 3 ) 01087 |BULLARD EXCAVATING, INC. |GRADY RALLS & SONS, INC. |APAC-SOUTHEAST, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 705A031 1101.000 EACH| 5.00000 5505.00| 5.00000 5505.00| 5.00000 5505.00 Pavement Markers, Class A-H, Type 1-A | | | 1010 705A032 332.000 EACH| 5.00000 1660.00| 5.00000 1660.00| 5.00000 1660.00 Pavement Markers, Class A-H, Type 1-B | | | 1020 705A037 66.000 EACH| 5.00000 330.00| 5.00000 330.00| 5.00000 330.00 Pavement Markers, Class A-H, Type 2-D | | | 1030 705A038 361.000 EACH| 5.00000 1805.00| 5.00000 1805.00| 5.00000 1805.00 Pavement Markers, Class A-H, Type 2-E | | | 1040 707B003 1.000 EACH| 132.50000 132.50| 175.00000 175.00| 131.25000 131.25 Type A Hazard Marker Installation | | | 1050 710A115 277.000 SQFT| 14.84000 4110.68| 17.00000 4709.00| 14.70000 4071.90 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1060 710A126 298.000 SQFT| 19.08000 5685.84| 19.50000 5811.00| 18.90000 5632.20 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1070 710B001 1300.000 LF | 5.30000 6890.00| 5.50000 7150.00| 5.25000 6825.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1080 740B000 1225.000 SQFT| 8.00000 9800.00| 8.00000 9800.00| 7.62000 9334.50 Construction Signs | | | 1090 740D000 394.000 EACH| 58.00000 22852.00| 55.00000 21670.00| 54.60000 21512.40 Channelizing Drums | | | 1100 740E000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 11.35000 1135.00 Cones (36 Inches High) | | | 1110 740F002 50.000 EACH| 185.50000 9275.00| 200.00000 10000.00| 183.75000 9187.50 Barricades, Type III | | | 1120 740I005 23.000 EACH| 424.00000 9752.00| 400.00000 9200.00| 420.00000 9660.00 Warning Lights, Type B (Detachable Head | | | 1130 740M001 100.000 EACH| 0.10000 10.00| 5.00000 500.00| 7.37000 737.00 Ballast For Cone | | | 1140 741C010 4.000 EACH| 500.00000 2000.00| 5000.00000 20000.00| 1000.00000 4000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1150 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| 0.80000 1200.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 6,591,434.81| $ 6,849,240.09| $ 7,100,859.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,591,434.81| $ 6,849,240.09| $ 7,100,859.23 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -9 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 195000.00000 195000.00| | Clearing & Grubbing (Approximately 8 | | | Acres) | | | 0012 205A001 1.000 EACH| 2475.00000 2475.00| | Removal Of Structures, Structure No. 1 | | | 0013 205A002 1.000 EACH| 1485.00000 1485.00| | Removal Of Structures, Structure No. 2 | | | 0020 206B000 LUMP| 2970.00000 2970.00| | Removal Of Old Box Culvert, Station | | | 319+54 | | | 0030 206B001 LUMP| 3960.00000 3960.00| | Removal Of Old Box Culvert, Station | | | 404+16 | | | 0040 206D000 332.000 LF | 11.88000 3944.16| | Removing Pipe | | | 0050 206D007 2190.000 LF | 2.87000 6285.30| | Removing Concrete Flume | | | 0060 209A000 15.000 EACH| 125.00000 1875.00| | Mailbox Reset, Single | | | 0070 210A000 79492.000 CUYD| 2.95000 234501.40| | Unclassified Excavation | | | 0080 210D011 69069.000 CUYD| 4.95000 341891.55| | Borrow Excavation (A-4 or Better) | | | 0090 214A000 2527.000 CUYD| 6.95000 17562.65| | Structure Excavation | | | 0100 214B001 579.000 CUYD| 41.58000 24074.82| | Foundation Backfill, Commercial | | | 0110 230A000 339.000 RBST| 225.00000 76275.00| | Roadbed Processing | | | 0120 301A222 441728.000 SQYD| 4.00000 1766912.00| | Soil Aggregate Base Course, Type C, | | | Road Mixed, 6" Compacted Thickness | | | 0130 401A000 161122.000 SQYD| 0.37000 59615.14| | Bituminous Treatment A | | | 0140 401B108 34773.000 SQYD| 1.05000 36511.65| | Bituminous Treatment G (With Polymer | | | Additive) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -10 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 405A000 10780.000 GAL | 1.85000 19943.00| | Tack Coat | | | 0160 408A052 34773.000 SQYD| 0.72000 25036.56| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0170 410A002 1.000 EACH| 3500.00000 3500.00| | Profilograph | | | 0180 410H000 1.000 EACH| 45000.00000 45000.00| | Material Remixing Device | | | 0190 424A361 15784.000 TON | 45.75000 722118.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424A367 1416.000 TON | 37.50000 53100.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B651 22628.000 TON | 44.65000 1010340.20| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B655 50.000 TON | 95.00000 4750.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B659 4139.000 TON | 30.00000 124170.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424B663 2202.000 TON | 46.95000 103383.90| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0250 424B681 17946.000 TON | 45.45000 815645.70| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0260 428C000 72723.000 LF | 0.10000 7272.30| | Scoring Bituminous Pavement Surface By | | | Cutting | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -11 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 430B000 642.000 TON | 39.60000 25423.20| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0280 502A000 4879.000 LB | 0.64000 3122.56| | Steel Reinforcement | | | 0290 524B011 33.000 CUYD| 559.35000 18458.55| | Culvert Concrete Extension (Cast In | | | Place) | | | 0300 530A001 209.000 LF | 24.75000 5172.75| | 18" Roadway Pipe (Class 3 R.C.) | | | 0310 530A002 1343.000 LF | 27.72000 37227.96| | 24" Roadway Pipe (Class 3 R.C.) | | | 0320 530A003 193.000 LF | 34.65000 6687.45| | 30" Roadway Pipe (Class 3 R.C.) | | | 0330 530A101 10.000 LF | 64.00000 640.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530A102 47.000 LF | 37.00000 1739.00| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0350 530A105 106.000 LF | 45.54000 4827.24| | 42" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0360 530A494 784.000 LF | 17.82000 13970.88| | 18" Roadway Pipe (14 Gauge C.M.) | | | (Temporary) | | | 0370 535A001 184.000 LF | 18.81000 3461.04| | 18" Side Drain Pipe | | | 0380 535A002 160.000 LF | 24.75000 3960.00| | 24" Side Drain Pipe | | | 0390 535A301 128.000 LF | 18.81000 2407.68| | 18" Side Drain Pipe (Extension) | | | 0400 600A000 LUMP| 595000.00000 595000.00| | Mobilization | | | 0410 601A000 1.000 EACH| 14000.00000 14000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0420 606A000 1000.000 LF | 9.16000 9160.00| | 6" Underdrain Pipe | | | 0430 610C001 225.000 TON | 45.00000 10125.00| | Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -12 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 610D003 212.000 SQYD| 1.95000 413.40| | Filter Blanket, Geotextile | | | 0450 614A000 1597.000 CUYD| 207.90000 332016.30| | Slope Paving | | | 0460 619A002 2.000 EACH| 391.05000 782.10| | 18" Roadway Pipe End Treatment, Class 1 | | | 0470 619A003 17.000 EACH| 440.55000 7489.35| | 24" Roadway Pipe End Treatment, Class 1 | | | 0480 619A004 2.000 EACH| 544.50000 1089.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0490 619A101 15.000 EACH| 371.25000 5568.75| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 619A102 6.000 EACH| 420.75000 2524.50| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0510 620A000 3.000 CUYD| 750.00000 2250.00| | Minor Structure Concrete | | | 0520 621A000 2.000 EACH| 3712.50000 7425.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0530 621C002 1.000 EACH| 2475.00000 2475.00| | Inlets, Type C, P1 Or P3 | | | 0540 621C020 10.000 EACH| 2227.50000 22275.00| | Inlets, Type Y | | | 0550 621D019 14.000 EACH| 440.55000 6167.70| | Inlet Units, Type Y | | | 0560 621I003 1.000 EACH| 6682.50000 6682.50| | Stilling Basins, Type 3 | | | 0570 630A001 500.000 LF | 19.25000 9625.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0580 630C001 2.000 EACH| 975.00000 1950.00| | Guardrail End Anchor, Type 8 | | | 0590 630C050 2.000 EACH| 1975.00000 3950.00| | Guardrail End Anchor, Type 20 Series | | | 0600 650A000 1463.000 CUYD| 6.44000 9421.72| | Topsoil | | | 0610 650B000 16275.000 CUYD| 4.21000 68517.75| | Topsoil From Stockpiles | | | 0620 651B000 50.000 TON | 30.00000 1500.00| | Agricultural Limestone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -13 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0630 652A061 57.000 ACRE| 425.00000 24225.00| | Seeding (Mix 3E) | | | 0640 652C000 57.000 ACRE| 50.00000 2850.00| | Mowing | | | 0650 654A001 3051.000 SQYD| 2.85000 8695.35| | Solid Sodding (Bermuda) | | | 0660 656A000 57.000 ACRE| 395.00000 22515.00| | Mulching, Class A, Type 1 | | | 0670 659A000 1000.000 SQYD| 1.75000 1750.00| | Erosion Control Netting, Class A | | | 0680 659A001 1000.000 SQYD| 1.75000 1750.00| | Erosion Control Netting, Class B | | | 0690 665A000 15.000 ACRE| 285.00000 4275.00| | Temporary Seeding | | | 0700 665B000 15.000 ACRE| 285.00000 4275.00| | Temporary Mulching | | | 0710 665C000 350.000 LF | 16.83000 5890.50| | 15" Temporary Pipe | | | 0720 665E000 840.000 SQYD| 0.50000 420.00| | Polyethylene | | | 0730 665G000 500.000 EACH| 1.00000 500.00| | Sand Bags | | | 0740 665I000 70.000 TON | 31.68000 2217.60| | Temporary Riprap, Class 2 | | | 0750 665J000 89560.000 LF | 1.00000 89560.00| | Silt Fence, Type A | | | 0760 665O001 89560.000 LF | 0.25000 22390.00| | Silt Fence Removal | | | 0770 665P001 31.000 EACH| 341.55000 10588.05| | Inlet Protection Device | | | 0780 665Q000 220.000 LF | 3.95000 869.00| | 12 Inch Wattle | | | 0790 665Q001 3800.000 LF | 4.35000 16530.00| | 20 Inch Wattle | | | 0800 665T000 2665.000 LF | 6.93000 18468.45| | Temporary Earth Berms | | | 0810 666A001 57.000 ACRE| 10.00000 570.00| | Pest Control Treatment | | | 0820 672B000 400.000 LB | 8.10000 3240.00| | Flocculant Powder | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -14 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0830 680A000 LUMP| 35000.00000 35000.00| | Engineering Controls | | | 0840 701A028 10.000 MILE| 1550.00000 15500.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0850 701A041 9.000 MILE| 970.00000 8730.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0860 701A048 9.000 MILE| 1750.00000 15750.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0870 701B009 8243.000 LF | 0.90000 7418.70| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0880 701C000 11.000 MILE| 520.00000 5720.00| | Broken Temporary Traffic Stripe | | | 0890 701C001 49.000 MILE| 590.00000 28910.00| | Solid Temporary Traffic Stripe | | | 0900 701D007 10.000 MILE| 1650.00000 16500.00| | Solid Traffic Stripe Removed (Paint) | | | 0910 701D008 8.000 MILE| 1750.00000 14000.00| | Solid Traffic Stripe Removed (Plastic) | | | 0920 701D014 5.000 MILE| 1500.00000 7500.00| | Broken Traffic Stripe Removed (Paint) | | | 0930 701D015 4.000 MILE| 1550.00000 6200.00| | Broken Traffic Stripe Removed (Plastic) | | | 0940 703A002 2911.000 SQFT| 2.50000 7277.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0950 703B002 718.000 SQFT| 3.50000 2513.00| | Traffic Control Legends, Class 2, Type | | | 0960 703D001 566.000 SQFT| 1.50000 849.00| | Temporary Traffic Control Markings | | | 0970 705A011 1336.000 EACH| 6.00000 8016.00| | Pavement Markers, Class C, Type 1-A | | | 0980 705A023 669.000 EACH| 6.00000 4014.00| | Pavement Markers, Class C, Type 2-D | | | 0990 705A030 32.000 EACH| 5.00000 160.00| | Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 005 -15 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20041203005 COUNTIES : COFFEE COVINGTON LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 23024 |( ) |( ) |WIREGRASS CONSTRUCTION COMP | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1000 705A031 1101.000 EACH| 5.00000 5505.00| | Pavement Markers, Class A-H, Type 1-A | | | 1010 705A032 332.000 EACH| 5.00000 1660.00| | Pavement Markers, Class A-H, Type 1-B | | | 1020 705A037 66.000 EACH| 5.00000 330.00| | Pavement Markers, Class A-H, Type 2-D | | | 1030 705A038 361.000 EACH| 5.00000 1805.00| | Pavement Markers, Class A-H, Type 2-E | | | 1040 707B003 1.000 EACH| 150.00000 150.00| | Type A Hazard Marker Installation | | | 1050 710A115 277.000 SQFT| 15.00000 4155.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1060 710A126 298.000 SQFT| 20.00000 5960.00| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1070 710B001 1300.000 LF | 5.30000 6890.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1080 740B000 1225.000 SQFT| 7.69000 9420.25| | Construction Signs | | | 1090 740D000 394.000 EACH| 77.19000 30412.86| | Channelizing Drums | | | 1100 740E000 100.000 EACH| 15.44000 1544.00| | Cones (36 Inches High) | | | 1110 740F002 50.000 EACH| 185.00000 9250.00| | Barricades, Type III | | | 1120 740I005 23.000 EACH| 425.00000 9775.00| | Warning Lights, Type B (Detachable Head | | | 1130 740M001 100.000 EACH| 8.42000 842.00| | Ballast For Cone | | | 1140 741C010 4.000 EACH| 3750.00000 15000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1150 999 000 1500.000 HOUR| 0.80000 1200.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,486,640.97| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,486,640.97| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -1 VENDOR RANKING CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 CONTRACT TIME : 720 Calendar Days CONTRACT DESCRIPTION : HUNTSVILLE PROJECT(S) : MGF-DESTPF-AL54(001) for constructing the Grade, Drainage, Pavement, Bridge Replacements and Bridge Widening on S.R.#53 (U.S.#231) at the Tennessee River relief bridges south of Whitesburg. Length 0.870 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 7,599,001.33 100.0000% 2 19007 SCOTT BRIDGE COMPANY, INC. $ 8,292,836.30 109.1306% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -2 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 19007 |( ) |RACON, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 200000.00000 200000.00| 337000.00000 337000.00| Clearing & Grubbing (Approximately 58 | | | Acres) | | | 0020 206A000 LUMP| 133780.00000 133780.00| 55000.00000 55000.00| Removal Of Old Bridge, Station 31+26.35 | | | SBL | | | 0030 206A001 LUMP| 130750.00000 130750.00| 50000.00000 50000.00| Removal Of Old Bridge, Station 44+16. | | | 450, SBL | | | 0040 206A050 LUMP| 85300.00000 85300.00| 27000.00000 27000.00| Removal Of Old Bridge, Station 31+34.24 | | | NBL (Partial) | | | 0050 206A051 LUMP| 83280.00000 83280.00| 27000.00000 27000.00| Removal Of Old Bridge, Station 43+81.56 | | | NBL (Partial) | | | 0060 206C008 180.000 SQYD| 6.00000 1080.00| 6.00000 1080.00| Removing Concrete Median | | | 0070 206C013 288.000 SQYD| 15.00000 4320.00| 11.00000 3168.00| Removing Bridge End Slab | | | 0080 206C016 1330.000 SQYD| 6.00000 7980.00| 5.00000 6650.00| Removing Concrete Slope Paving (Under | | | Bridges) | | | 0090 206D001 6064.000 LF | 1.65000 10005.60| 1.50000 9096.00| Removing Guardrail | | | 0100 206D003 262.000 LF | 3.82000 1000.84| 5.00000 1310.00| Removing Curb And Gutter | | | 0110 206D005 108.000 LF | 4.41000 476.28| 6.00000 648.00| Removing Gutter | | | 0120 206E008 16.000 EACH| 115.50000 1848.00| 105.00000 1680.00| Removing Guardrail End Anchor (All Type | | | 0130 210A000 85587.000 CUYD| 3.00000 256761.00| 3.40000 290995.80| Unclassified Excavation | | | 0140 210D000 207835.000 CUYD| 3.00000 623505.00| 5.05000 1049566.75| Borrow Excavation | | | 0150 210F001 16717.000 TON | 14.00000 234038.00| 13.90000 232366.30| Borrow Excavation (Underwater | | | Embankment) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -3 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 19007 |( ) |RACON, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 214A000 770.000 CUYD| 5.30000 4081.00| 8.00000 6160.00| Structure Excavation | | | 0170 214B001 205.000 CUYD| 29.00000 5945.00| 12.00000 2460.00| Foundation Backfill, Commercial | | | 0180 215B000 LUMP| 63585.00000 63585.00| 15000.00000 15000.00| Cofferdams Or Sheeting And Shoring, Sta | | | 31+34.24, NBL | | | 0190 215B001 LUMP| 63585.00000 63585.00| 15000.00000 15000.00| Cofferdams Or Sheeting And Shoring, Sta | | | 43+81.56, NBL | | | 0200 230A000 35.000 RBST| 350.00000 12250.00| 270.00000 9450.00| Roadbed Processing | | | 0210 301A004 336.000 SQYD| 15.00000 5040.00| 5.00000 1680.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0220 301A006 395.000 SQYD| 15.00000 5925.00| 5.10000 2014.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4.5" Compacted Thickness | | | 0230 301A012 15258.000 SQYD| 6.00000 91548.00| 5.25000 80104.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0240 305B060 36.000 TON | 35.00000 1260.00| 16.00000 576.00| Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0250 401A000 15258.000 SQYD| 0.76000 11596.08| 0.70000 10680.60| Bituminous Treatment A | | | 0260 405A000 2114.000 GAL | 2.04000 4312.56| 1.90000 4016.60| Tack Coat | | | 0270 408A052 10676.000 SQYD| 2.10000 22419.60| 1.95000 20818.20| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0280 424A360 1913.000 TON | 47.46000 90790.98| 41.10000 78624.30| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0290 424B651 2302.000 TON | 42.98000 98939.96| 38.05000 87591.10| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -4 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 19007 |( ) |RACON, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 424B657 442.000 TON | 48.92000 21622.64| 45.00000 19890.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1/2" Maximum | | | Agggregate Size Mix, ESAL Range C/D | | | 0310 424B659 1336.000 TON | 43.79000 58503.44| 38.00000 50768.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0320 424B681 2490.000 TON | 42.92000 106870.80| 37.00000 92130.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0330 424C360 3639.000 TON | 40.77000 148362.03| 36.10000 131367.90| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0340 424C364 101.000 TON | 116.47000 11763.47| 110.00000 11110.00| Superpave Bituminous Concrete Base | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0350 428C000 8987.000 LF | 0.70000 6290.90| 0.75000 6740.25| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0360 430B014 500.000 TON | 22.00000 11000.00| 15.00000 7500.00| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0370 450B000 320.000 SQYD| 126.25000 40400.00| 90.00000 28800.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0380 502A001 92206.000 LB | 0.84000 77453.04| 0.85000 78375.10| Steel Reinforcement (Grade 60) | | | 0390 502B000 LUMP| 106900.00000 106900.00| 69000.00000 69000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 31+34.24, NBL, | | | Approx. 76182 Lbs. | | | 0400 502B001 LUMP| 101850.00000 101850.00| 69000.00000 69000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 43+81.56, NBL, | | | Approx 70674 Lbs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -5 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 19007 |( ) |RACON, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0410 502B002 LUMP| 233150.00000 233150.00| 200000.00000 200000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 31+34.44, SBL, | | | Approx 219,214 Lbs | | | 0420 502B003 LUMP| 223050.00000 223050.00| 190000.00000 190000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta. 44+00.00, SBL, | | | Approx 208,120 Lbs | | | 0430 505M000 2049.000 LF | 34.34000 70362.66| 38.25000 78374.25| Steel Piling Furnished And Driven (HP | | | 10x42) | | | 0440 505M002 3191.000 LF | 38.38000 122470.58| 39.00000 124449.00| Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0450 505M004 6006.000 LF | 50.50000 303303.00| 44.00000 264264.00| Steel Piling Furnished And Driven (HP | | | 14x73) | | | 0460 508A000 59884.000 LB | 2.78000 166477.52| 3.20000 191628.80| Structural Steel | | | 0470 510A000 730.000 CUYD| 606.00000 442380.00| 700.00000 511000.00| Bridge Substructure Concrete, Class A | | | 0480 510C051 LUMP| 206500.00000 206500.00| 215000.00000 215000.00| Bridge Concrete Superstructure, Sta | | | 31+34.24, NBL, Approx. 275 cu yds | | | 0490 510C052 LUMP| 186300.00000 186300.00| 205000.00000 205000.00| Bridge Concrete Superstructure, Sta | | | 43+81.56, NBL, Approx 255 cu yds | | | 0500 510C053 LUMP| 408500.00000 408500.00| 518250.00000 518250.00| Bridge Concrete Superstructure, Sta. | | | 31+34.44, SBL, Approx 801 cu yds | | | 0510 510C054 LUMP| 363050.00000 363050.00| 418250.00000 418250.00| Bridge Concrete Superstructure, Sta. | | | 44+00.00, SBL, Approx 727 cu yds | | | 0520 510E000 6998.000 SQYD| 1.97000 13786.06| 2.50000 17495.00| Grooving Concrete Bridge Decks | | | 0530 511A001 454.000 EACH| 80.80000 36683.20| 91.00000 41314.00| Elastomeric Bearings, Type 2 | | | 0540 513B003 8589.000 LF | 55.55000 477118.95| 67.00000 575463.00| Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -6 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 19007 |( ) |RACON, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0550 530A002 297.000 LF | 25.80000 7662.60| 32.00000 9504.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0560 530A014 394.000 LF | 45.01000 17733.94| 41.00000 16154.00| 30" Roadway Pipe (Class 4 R.C.) | | | 0570 600A000 LUMP| 200000.00000 200000.00| 744205.00000 744205.00| Mobilization | | | 0580 601A000 1.000 EACH| 5000.00000 5000.00| 9500.00000 9500.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0590 606A000 500.000 LF | 9.00000 4500.00| 13.00000 6500.00| 6" Underdrain Pipe | | | 0600 610C001 6859.000 TON | 22.00000 150898.00| 16.50000 113173.50| Loose Riprap, Class 2 | | | 0610 610D003 5418.000 SQYD| 2.00000 10836.00| 3.45000 18692.10| Filter Blanket, Geotextile | | | 0620 619A003 3.000 EACH| 626.00000 1878.00| 650.00000 1950.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0630 621A000 2.000 EACH| 1600.00000 3200.00| 1750.00000 3500.00| Junction Boxes, Type 1, 1P Or 5 | | | 0640 621A004 1.000 EACH| 4070.00000 4070.00| 3000.00000 3000.00| Junction Boxes, Type 4 | | | 0650 621C017 1.000 EACH| 3503.00000 3503.00| 2000.00000 2000.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0660 621C020 1.000 EACH| 1965.00000 1965.00| 1450.00000 1450.00| Inlets, Type Y | | | 0670 621C070 1.000 EACH| 7392.00000 7392.00| 4000.00000 4000.00| Inlets, Type E4 | | | 0680 621D047 2.000 EACH| 594.00000 1188.00| 800.00000 1600.00| Inlet Units, Type E4 | | | 0685 623A000 120.000 LF | 35.00000 4200.00| 22.00000 2640.00| Concrete Gutter | | | 0690 623C000 250.000 LF | 25.00000 6250.00| 11.00000 2750.00| Combination Curb & Gutter, Type C | | | 0710 629A026 273.000 LF | 75.00000 20475.00| 128.00000 34944.00| Concrete Median Or Safety Barrier, Type | | | 1 (Special) (Reinforced) | | | 0720 629C002 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| Concrete Median Or Safety Barrier End | | | Section, (Type TES) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -7 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 19007 |( ) |RACON, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 630A001 6499.000 LF | 17.05000 110807.95| 16.00000 103984.00| Steel Beam Guardrail, Class A, Type 2 | | | 0740 630C001 2.000 EACH| 770.00000 1540.00| 750.00000 1500.00| Guardrail End Anchor, Type 8 | | | 0750 630C003 7.000 EACH| 1595.00000 11165.00| 1500.00000 10500.00| Guardrail End Anchor, Type 13 | | | 0760 630C070 4.000 EACH| 1650.00000 6600.00| 1550.00000 6200.00| Guardrail End Anchor, Type 10 Series | | | 0770 631F001 538.000 LF | 9.90000 5326.20| 10.00000 5380.00| Steel Beam Guardrail Class A, Type 2 | | | Relocated | | | 0780 631G009 1.000 EACH| 880.00000 880.00| 850.00000 850.00| Guardrail End Anchor Type 10 Series | | | Relocated | | | 0790 650A000 14910.000 CUYD| 5.00000 74550.00| 6.50000 96915.00| Topsoil | | | 0800 652A050 1.000 ACRE| 1650.00000 1650.00| 650.00000 650.00| Seeding (Mix 1A) | | | 0810 656A000 1.000 ACRE| 550.00000 550.00| 650.00000 650.00| Mulching, Class A, Type 1 | | | 0820 658A001 28.000 ACRE| 1980.00000 55440.00| 1325.00000 37100.00| Hydro-Seeding & Mulching (Mix 1E) | | | 0830 659A000 27955.000 SQYD| 1.10000 30750.50| 1.25000 34943.75| Erosion Control Netting, Class A | | | 0840 659A002 3700.000 SQYD| 4.40000 16280.00| 4.75000 17575.00| Erosion Control Netting, Class C1 | | | 0850 665A000 1.000 ACRE| 440.00000 440.00| 450.00000 450.00| Temporary Seeding | | | 0860 665B000 1.000 ACRE| 440.00000 440.00| 450.00000 450.00| Temporary Mulching | | | 0870 665I000 2324.000 TON | 25.00000 58100.00| 16.50000 38346.00| Temporary Riprap, Class 2 | | | 0880 665J000 8650.000 LF | 2.30000 19895.00| 3.25000 28112.50| Silt Fence, Type A | | | 0890 665L000 280.000 LF | 28.00000 7840.00| 8.50000 2380.00| Floating Basin Boom | | | 0900 665N000 38.000 TON | 35.00000 1330.00| 25.00000 950.00| Temporary Coarse Aggregate, ALDOT | | | Number 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -8 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 19007 |( ) |RACON, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0910 665O001 8650.000 LF | 1.12000 9688.00| 0.75000 6487.50| Silt Fence Removal | | | 0920 665Q000 30.000 LF | 8.00000 240.00| 6.00000 180.00| 12 Inch Wattle | | | 0930 665Q001 460.000 LF | 8.00000 3680.00| 5.00000 2300.00| 20 Inch Wattle | | | 0940 666A001 29.000 ACRE| 33.00000 957.00| 40.00000 1160.00| Pest Control Treatment | | | 0950 672A000 42.000 GAL | 220.00000 9240.00| 100.00000 4200.00| Flocculant Liquid | | | 0960 672C000 7.000 EACH| 132.00000 924.00| 100.00000 700.00| Flocculant Log | | | 0970 680A000 LUMP| 255000.00000 255000.00| 125000.00000 125000.00| Engineering Controls | | | 0980 701A028 2.000 MILE| 2220.00000 4440.00| 2000.00000 4000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0990 701A032 1.000 MILE| 2220.00000 2220.00| 2000.00000 2000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1000 701A041 2.000 MILE| 1110.00000 2220.00| 1000.00000 2000.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1010 701A046 1.000 MILE| 1110.00000 1110.00| 1000.00000 1000.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1020 701A048 1.000 MILE| 2220.00000 2220.00| 2100.00000 2100.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1030 701B009 300.000 LF | 1.11000 333.00| 1.25000 375.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1040 701C000 4.000 MILE| 643.80000 2575.20| 625.00000 2500.00| Broken Temporary Traffic Stripe | | | 1050 701C001 7.000 MILE| 721.50000 5050.50| 690.00000 4830.00| Solid Temporary Traffic Stripe | | | 1060 701C006 2.000 MILE| 7548.00000 15096.00| 6800.00000 13600.00| Solid Temporary Traffic Stripe | | | (Removable Tape) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -9 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 19007 |( ) |RACON, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1070 701C009 1.000 MILE| 3885.00000 3885.00| 1800.00000 1800.00| Broken Temporary Traffic | | | Stripe(Removable Tape) | | | 1080 701D007 2.000 MILE| 1887.00000 3774.00| 2200.00000 4400.00| Solid Traffic Stripe Removed (Paint) | | | 1090 701D008 2.000 MILE| 1942.50000 3885.00| 2200.00000 4400.00| Solid Traffic Stripe Removed (Plastic) | | | 1100 701D009 2.000 MILE| 1387.50000 2775.00| 2200.00000 4400.00| Solid Traffic Stripe Removed (Tape) | | | 1110 701D014 1.000 MILE| 1665.00000 1665.00| 1700.00000 1700.00| Broken Traffic Stripe Removed (Paint) | | | 1120 701D015 1.000 MILE| 1720.50000 1720.50| 1700.00000 1700.00| Broken Traffic Stripe Removed (Plastic) | | | 1130 701D016 1.000 MILE| 1387.50000 1387.50| 1500.00000 1500.00| Broken Traffic Stripe Removed (Tape) | | | 1140 701G121 1838.000 LF | 2.22000 4080.36| 2.00000 3676.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1150 701G125 3264.000 LF | 4.26000 13904.64| 4.50000 14688.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1160 701G133 1838.000 LF | 4.26000 7829.88| 4.50000 8271.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1170 703A002 1017.000 SQFT| 2.78000 2827.26| 3.00000 3051.00| Traffic Control Markings, Class 2, Type | | | A | | | 1180 703B002 43.000 SQFT| 5.55000 238.65| 3.00000 129.00| Traffic Control Legends, Class 2, Type | | | 1190 703C001 98.000 SQFT| 5.55000 543.90| 2.00000 196.00| Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 1200 705A011 647.000 EACH| 6.66000 4309.02| 6.00000 3882.00| Pavement Markers, Class C, Type 1-A | | | 1210 705A012 548.000 EACH| 6.66000 3649.68| 6.00000 3288.00| Pavement Markers, Class C, Type 1-B | | | 1220 705A030 19.000 EACH| 11.10000 210.90| 6.00000 114.00| Pavement Markers, Class A-H, Type 2-C | | | 1230 705A031 94.000 EACH| 11.10000 1043.40| 6.00000 564.00| Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -10 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 19007 |( ) |RACON, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1240 705A037 20.000 EACH| 11.10000 222.00| 6.00000 120.00| Pavement Markers, Class A-H, Type 2-D | | | 1250 707B003 1.000 EACH| 175.06000 175.06| 160.00000 160.00| Type A Hazard Marker Installation | | | 1260 710A115 18.000 SQFT| 19.84000 357.12| 18.00000 324.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1270 710A126 16.000 SQFT| 22.17000 354.72| 20.00000 320.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1280 710B001 70.000 LF | 5.84000 408.80| 6.00000 420.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1290 720A026 1.000 EACH| 27500.00000 27500.00| 25000.00000 25000.00| Vehicular Impact Attenuator | | | Assembly(Bi-directional, TL-3) | | | 1300 726A000 1670.000 LF | 33.00000 55110.00| 30.00000 50100.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1310 740B000 963.000 SQFT| 11.67000 11238.21| 11.00000 10593.00| Construction Signs | | | 1320 740C000 208.000 SQFT| 11.67000 2427.36| 11.00000 2288.00| Special Construction Signs | | | 1330 740D000 159.000 EACH| 75.85000 12060.15| 70.00000 11130.00| Channelizing Drums | | | 1340 740E000 50.000 EACH| 10.00000 500.00| 19.00000 950.00| Cones (36 Inches High) | | | 1350 740F002 18.000 EACH| 291.72000 5250.96| 265.00000 4770.00| Barricades, Type III | | | 1360 740I005 9.000 EACH| 758.48000 6826.32| 685.00000 6165.00| Warning Lights, Type B (Detachable Head | | | 1370 740M001 50.000 EACH| 5.00000 250.00| 10.00000 500.00| Ballast For Cone | | | 1380 741C010 2.000 EACH| 4900.93000 9801.86| 4500.00000 9000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1390 742A001 2.000 EACH| 17504.00000 35008.00| 16000.00000 32000.00| Portable Changeable Message Sign, Type | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 006 -11 TABULATION OF BIDS CALL ORDER : 006 CONTRACT ID : 20041203006 COUNTIES : MORGAN LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 18024 |( 2 ) 19007 |( ) |RACON, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1400 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 7,599,001.33| $ 8,292,836.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,599,001.33| $ 8,292,836.30| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 012 -1 VENDOR RANKING CALL ORDER : 012 CONTRACT ID : 20041203012 COUNTIES : ST. CLAIR ETOWAH LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 CONTRACT TIME : 510 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-0025(501) for constructing the Bridge Replacements (2) and Approaches on S.R.#25 (U.S.#411) at Big Canoe Creek southwest of Gadsden. Length 0.700 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19007 SCOTT BRIDGE COMPANY, INC. $ 5,489,366.46 100.0000% 2 01007 ALABAMA BRIDGE BUILDERS, INC. $ 5,782,827.25 105.3460% 3 02081 BRASFIELD & GORRIE, L.L.C. $ 5,988,943.68 109.1008% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 012 -2 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041203012 COUNTIES : ST. CLAIR ETOWAH LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( 3 ) 02081 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 145000.00000 145000.00| 193600.00000 193600.00| 450000.00000 450000.00 Clearing & Grubbing (Approximately 4 | | | Hectares) | | | 0020 205A001M 1.000 EACH| 2000.00000 2000.00| 1.00000 1.00| 25000.00000 25000.00 Removal Of Structures, Structure No. 1 | | | 0030 205A002M 1.000 EACH| 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 2 | | | 0040 205A003M 1.000 EACH| 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 3 | | | 0050 205A004M 1.000 EACH| 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 4 | | | 0060 205A005M 1.000 EACH| 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 5 | | | 0070 205A006M 1.000 EACH| 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 6 | | | 0080 205A007M 1.000 EACH| 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 7 | | | 0090 205A008M 1.000 EACH| 2000.00000 2000.00| 1.00000 1.00| 1000.00000 1000.00 Removal Of Structures, Structure No. 8 | | | 0100 205A009M 1.000 EACH| 2000.00000 2000.00| 1.00000 1.00| 15000.00000 15000.00 Removal Of Structures, Structure No. 9 | | | 0110 206A000M LUMP| 100000.00000 100000.00| 150000.00000 150000.00| 250000.00000 250000.00 Removal Of Old Bridge, Station 23+95.81 | | | 0120 206A001M LUMP| 35000.00000 35000.00| 50000.00000 50000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 19+50.72 | | | 0130 206C000M 15.000 M2 | 15.00000 225.00| 2.50000 37.50| 2.48000 37.20 Removing Concrete Sidewalk | | | 0140 206C002M 41.000 M2 | 15.00000 615.00| 2.50000 102.50| 2.48000 101.68 Removing Concrete Slope Paving | | | 0150 206C003M 10.000 M2 | 15.00000 150.00| 2.50000 25.00| 2.48000 24.80 Removing Concrete Flumes | | | 0160 206C010M 93.000 M2 | 15.00000 1395.00| 2.50000 232.50| 2.49000 231.57 Removing Concrete Driveway | | | 0170 206C017M 75.000 M2 | 15.00000 1125.00| 2.50000 187.50| 2.48000 186.00 Removing Concrete Pad | | | 0180 206D000M 116.000 M | 15.00000 1740.00| 20.00000 2320.00| 19.85000 2302.60 Removing Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 012 -3 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041203012 COUNTIES : ST. CLAIR ETOWAH LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( 3 ) 02081 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206D001M 494.000 M | 12.50000 6175.00| 12.50000 6175.00| 12.47000 6160.18 Removing Guardrail | | | 0200 206D011M 293.000 M | 4.75000 1391.75| 7.50000 2197.50| 7.87000 2305.91 Removing Fence | | | 0210 206E008M 6.000 EACH| 105.00000 630.00| 105.00000 630.00| 104.75000 628.50 Removing Guardrail End Anchor (All Type | | | 0220 210A000M 6372.000 M3 | 8.00000 50976.00| 4.50000 28674.00| 12.00000 76464.00 Unclassified Excavation | | | 0230 210D000M 48409.000 M3 | 7.85000 380010.65| 7.50000 363067.50| 7.44000 360162.96 Borrow Excavation | | | 0240 210F001M 54957.000 MTON| 12.68000 696854.76| 12.00000 659484.00| 11.91000 654537.87 Borrow Excavation (Underwater | | | Embankment) | | | 0250 214A000M 130.000 M3 | 18.00000 2340.00| 10.00000 1300.00| 9.92000 1289.60 Structure Excavation | | | 0260 214B001M 53.000 M3 | 35.00000 1855.00| 37.00000 1961.00| 36.72000 1946.16 Foundation Backfill, Commercial | | | 0270 230A000M 8.000 RBST| 400.00000 3200.00| 1900.00000 15200.00| 1800.68000 14405.44 Roadbed Processing | | | 0280 250B000M 50.000 M3 | 125.00000 6250.00| 100.00000 5000.00| 99.75000 4987.50 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0290 250C000M 6.000 EACH| 3600.00000 21600.00| 4500.00000 27000.00| 4199.67000 25198.02 Underground Storage Tank Removal | | | (Specialty Item) | | | 0300 301A012M 11255.000 M2 | 7.52000 84637.60| 7.60000 85538.00| 7.50000 84412.50 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 150 mm Compacted Thickness | | | 0310 401A000M 11255.000 M2 | 0.85000 9566.75| 0.71000 7991.05| 0.85000 9566.75 Bituminous Treatment A | | | 0320 405A000M 1555.000 L | 0.55000 855.25| 0.45000 699.75| 0.55000 855.25 Tack Coat | | | 0330 424A340M 1076.000 MTON| 71.65000 77095.40| 69.03000 74276.28| 71.47000 76901.72 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0340 424A346M 213.000 MTON| 71.65000 15261.45| 72.43000 15427.59| 71.48000 15225.24 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 12.5mm Maximum | | | Aggregate SIze Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 012 -4 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041203012 COUNTIES : ST. CLAIR ETOWAH LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( 3 ) 02081 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0350 424B636M 3367.000 MTON| 49.60000 167003.20| 53.96000 181683.32| 49.49000 166632.83 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0360 424B666M 2179.000 MTON| 46.30000 100887.70| 55.84000 121675.36| 46.18000 100626.22 Superpave Bituminous Concrete Lower | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0370 428C000M 1746.000 M | 3.15000 5499.90| 3.50000 6111.00| 2.71000 4731.66 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0380 430B000M 16.000 MTON| 22.00000 352.00| 25.00000 400.00| 24.81000 396.96 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0390 450B000M 173.000 M2 | 145.00000 25085.00| 80.00000 13840.00| 61.36000 10615.28 Reinforced Cement Concrete Bridge End | | | Slab | | | 0400 502A000M 66553.000 KG | 1.90000 126450.70| 1.50000 99829.50| 1.29000 85853.37 Steel Reinforcement | | | 0410 502B000M LUMP| 120000.00000 120000.00| 85000.00000 85000.00| 76376.93000 76376.93 Steel Reinforcement For Bridge | | | Superstructure, Sta. 24+01 | | | 0420 502B001M LUMP| 70000.00000 70000.00| 50000.00000 50000.00| 43966.07000 43966.07 Steel Reinforcement For Bridge | | | Superstructure, Sta. 18+90 | | | 0430 505G003M 28.000 EACH| 200.00000 5600.00| 150.00000 4200.00| 137.08000 3838.24 Pile Points (Type A, 310 mm) | | | 0440 505I000M 480.000 M2 | 110.00000 52800.00| 325.00000 156000.00| 148.67000 71361.60 Temporary Steel Sheet Piling | | | 0450 505M002M 412.000 M | 115.00000 47380.00| 115.00000 47380.00| 106.82000 44009.84 Steel Piling Furnished And Driven (HP | | | 310x79) | | | 0460 506A003M 15.000 M | 1600.00000 24000.00| 4800.00000 72000.00| 1580.12000 23701.80 Drilled Shaft Excavation, 1520 mm | | | Diameter | | | 0470 506A008M 4.000 M | 1500.00000 6000.00| 4100.00000 16400.00| 1469.88000 5879.52 Drilled Shaft Excavation, 1220 mm | | | Diameter | | | 0480 506B002M 12.000 M | 2645.00000 31740.00| 9000.00000 108000.00| 2624.79000 31497.48 Special Drilled Shaft Excavation, 1070 | | | mm Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 012 -5 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041203012 COUNTIES : ST. CLAIR ETOWAH LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( 3 ) 02081 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 506B004M 18.000 M | 4125.00000 74250.00| 11605.00000 208890.00| 4094.67000 73704.06 Special Drilled Shaft Excavation, 1370 | | | mm Diameter | | | 0500 506C041M 12.000 M | 1500.00000 18000.00| 150.00000 1800.00| 1469.88000 17638.56 Drilled Shaft Construction, 1070 mm | | | Diameter, Class DS1 Concrete | | | 0510 506C042M 15.000 M | 1600.00000 24000.00| 195.00000 2925.00| 1574.87000 23623.05 Drilled Shaft Construction, 1220 mm | | | Diameter, Class DS1 Concrete | | | 0520 506C043M 18.000 M | 1800.00000 32400.00| 250.00000 4500.00| 1784.86000 32127.48 Drilled Shaft Construction, 1370 mm | | | Diameter, Class DS1 Concrete | | | 0530 506C044M 39.000 M | 1930.00000 75270.00| 310.00000 12090.00| 1916.10000 74727.90 Drilled Shaft Construction, 1520 mm | | | Diameter, Class DS1 Concrete | | | 0540 506F006M 39.000 M | 815.00000 31785.00| 665.00000 25935.00| 808.44000 31529.16 Permanent Drilled Shaft Casing, 1520 mm | | | Diameter | | | 0550 506F008M 15.000 M | 710.00000 10650.00| 600.00000 9000.00| 703.44000 10551.60 Permanent Drilled Shaft Casing, 1220 mm | | | Diameter | | | 0560 506G001M 4.000 EACH| 530.00000 2120.00| 3200.00000 12800.00| 524.96000 2099.84 Crosshole Sonic Logging 1070 mm Diamete | | | 0570 506G003M 6.000 EACH| 530.00000 3180.00| 3750.00000 22500.00| 524.95000 3149.70 Crosshole Sonic Logging 1370 mm Diamete | | | 0580 508A000M 7176.000 KG | 7.25000 52026.00| 10.00000 71760.00| 6.82000 48940.32 Structural Steel | | | 0590 510A000M 239.000 M3 | 870.00000 207930.00| 550.00000 131450.00| 909.44000 217356.16 Bridge Substructure Concrete, Class A | | | 0600 510C051M LUMP| 320000.00000 320000.00| 350000.00000 350000.00| 459111.10000 459111.10 Bridge Concrete Superstructure, Sta. | | | 24+01, Approx. 406 Cubic Meters | | | 0610 510C052M LUMP| 180000.00000 180000.00| 200000.00000 200000.00| 325000.00000 325000.00 Bridge Concrete Superstructure, Sta. | | | 18+96, Approx. 231 Cubic Meters | | | 0620 510E000M 2093.000 M2 | 2.50000 5232.50| 5.00000 10465.00| 2.88000 6027.84 Grooving Concrete Bridge Decks | | | 0630 511A001M 84.000 EACH| 155.00000 13020.00| 400.00000 33600.00| 175.00000 14700.00 Elastomeric Bearings, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 012 -6 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041203012 COUNTIES : ST. CLAIR ETOWAH LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( 3 ) 02081 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0640 513B005M 444.000 M | 420.00000 186480.00| 400.00000 177600.00| 450.00000 199800.00 Pretensioned-Prestressed Concrete | | | Girders, Type IIIM (Specialty Item) | | | 0650 513B015M 641.000 M | 430.00000 275630.00| 550.00000 352550.00| 361.64000 231811.24 Pretensioned-Prestressed Concrete | | | Girders, Type BT-1370 (Specialty Item) | | | 0660 524A010M 77.000 M3 | 500.00000 38500.00| 450.00000 34650.00| 737.37000 56777.49 Culvert Concrete | | | 0670 524B011M 20.000 M3 | 550.00000 11000.00| 550.00000 11000.00| 870.99000 17419.80 Culvert Concrete Extension (Cast In | | | Place) | | | 0680 535A001M 10.000 M | 80.00000 800.00| 67.00000 670.00| 66.49000 664.90 450 mm Side Drain Pipe | | | 0690 535A002M 102.000 M | 146.00000 14892.00| 97.00000 9894.00| 96.26000 9818.52 600 mm Side Drain Pipe | | | 0700 535A004M 54.000 M | 161.00000 8694.00| 185.00000 9990.00| 183.59000 9913.86 900 mm Side Drain Pipe | | | 0710 600A000M LUMP| 655000.00000 655000.00| 646720.00000 646720.00| 612000.00000 612000.00 Mobilization | | | 0720 602A000M 17.000 EACH| 150.00000 2550.00| 125.00000 2125.00| 152.73000 2596.41 Right Of Way Markers | | | 0730 603A000M 1.000 EACH| 20000.00000 20000.00| 10000.00000 10000.00| 22222.06000 22222.06 Furnishing Type 1 Field Office | | | 0740 603B000M 120.000 M | 65.00000 7800.00| 40.00000 4800.00| 48.22000 5786.40 Furnishing Security Fence | | | 0750 610C001M 699.000 MTON| 23.00000 16077.00| 26.00000 18174.00| 25.80000 18034.20 Loose Riprap, Class 2 | | | 0760 610D000M 493.000 M2 | 4.00000 1972.00| 2.40000 1183.20| 2.38000 1173.34 Filter Blanket | | | 0770 614A000M 182.000 M3 | 225.00000 40950.00| 315.00000 57330.00| 207.85000 37828.70 Slope Paving | | | 0780 618A000M 15.000 M2 | 40.00000 600.00| 50.00000 750.00| 37.62000 564.30 Concrete Sidewalk, 100 mm Thick | | | 0790 618B001M 26.000 M2 | 35.00000 910.00| 55.00000 1430.00| 41.57000 1080.82 Concrete Driveway, 125 mm Thick | | | 0800 619A101M 4.000 EACH| 500.00000 2000.00| 1500.00000 6000.00| 618.60000 2474.40 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0810 619A102M 12.000 EACH| 600.00000 7200.00| 1500.00000 18000.00| 668.09000 8017.08 600 mm Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 012 -7 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041203012 COUNTIES : ST. CLAIR ETOWAH LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( 3 ) 02081 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0820 619A129M 4.000 EACH| 1350.00000 5400.00| 2500.00000 10000.00| 1088.73000 4354.92 900 mm Side Drain Pipe End Treatment, | | | Class 2 | | | 0830 619A289M 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| 2375.43000 4750.86 900 Milimeter Sidedrain End Treatment, | | | Class 2 (Double Line) | | | 0840 630A001M 732.000 M | 54.00000 39528.00| 54.00000 39528.00| 53.87000 39432.84 Steel Beam Guardrail, Class A, Type 2 | | | 0850 630A022M 27.000 M | 60.00000 1620.00| 60.00000 1620.00| 59.85000 1615.95 Steel Beam Guardrail Class A, Type 2 | | | (Temporary) | | | 0860 630C003M 8.000 EACH| 700.00000 5600.00| 700.00000 5600.00| 698.33000 5586.64 Guardrail End Anchor, Type 13 | | | 0870 630C050M 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| 1795.70000 3591.40 Guardrail End Anchor, Type 20 Series | | | 0880 630C070M 9.000 EACH| 1550.00000 13950.00| 1550.00000 13950.00| 1546.29000 13916.61 Guardrail End Anchor, Type 10 Series | | | 0890 641A512M 150.000 M | 49.10000 7365.00| 49.10000 7365.00| 37.80000 5670.00 19.05 mm Copper Water Service Line Laid | | | 0900 641A746M 486.000 M | 72.00000 34992.00| 72.00000 34992.00| 43.05000 20922.30 152.4 mm P.V.C. Water Main Laid | | | 0910 641A750M 430.000 M | 103.20000 44376.00| 103.20000 44376.00| 65.62000 28216.60 254 mm P.V.C. Water Main Laid | | | 0920 641A806M 172.000 M | 54.00000 9288.00| 54.00000 9288.00| 91.34000 15710.48 152.4 mm H.D.P.E. Water Main Laid | | | 0930 641E500M 4.000 EACH| 2392.40000 9569.60| 2392.40000 9569.60| 2204.83000 8819.32 Fire Hydrant Reset | | | 0940 649A545M 57.000 M | 566.90000 32313.30| 566.90000 32313.30| 258.28000 14721.96 406.4 mm Steel Encasement Pipe, Type 1 | | | Installation | | | 0950 649A630M 25.000 M | 499.60000 12490.00| 499.60000 12490.00| 327.58000 8189.50 254 mm Steel Encasement Pipe,Type 2 | | | Installation | | | 0960 649A736M 172.000 M | 1039.50000 178794.00| 1039.50000 178794.00| 934.43000 160721.96 254 mm Steel Encasemnet Pipe, Type 3 | | | Installation | | | 0970 650A000M 1769.000 M3 | 11.25000 19901.25| 10.00000 17690.00| 9.92000 17548.48 Topsoil | | | 0980 652A050M 2.000 HA | 1200.00000 2400.00| 1853.00000 3706.00| 1296.65000 2593.30 Seeding (Mix 1A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 012 -8 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041203012 COUNTIES : ST. CLAIR ETOWAH LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( 3 ) 02081 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0990 652B050M 1.000 HA | 800.00000 800.00| 1236.00000 1236.00| 1049.91000 1049.91 Temporary Seeding (Mix 1AT) | | | 1000 652C000M 3.000 HA | 250.00000 750.00| 148.00000 444.00| 209.99000 629.97 Mowing | | | 1010 652D050M 1.000 HA | 800.00000 800.00| 1853.00000 1853.00| 1296.64000 1296.64 Seeding In Stubble (Mix 1A) | | | 1020 654A001M 1665.000 M2 | 4.00000 6660.00| 6.00000 9990.00| 4.25000 7076.25 Solid Sodding (Bermuda) | | | 1030 656A000M 2.000 HA | 1200.00000 2400.00| 1236.00000 2472.00| 1154.91000 2309.82 Mulching, Class A, Type 1 | | | 1040 656A001M 1.000 HA | 1200.00000 1200.00| 1606.00000 1606.00| 1207.41000 1207.41 Mulching, Class A, Type 2 | | | 1050 659A001M 3002.000 M2 | 2.50000 7505.00| 2.40000 7204.80| 2.00000 6004.00 Erosion Control Netting, Class B | | | 1060 665A000M 2.000 HA | 600.00000 1200.00| 1236.00000 2472.00| 1049.91000 2099.82 Temporary Seeding | | | 1070 665B000M 2.000 HA | 600.00000 1200.00| 1236.00000 2472.00| 1049.91000 2099.82 Temporary Mulching | | | 1080 665F000M 901.000 EACH| 6.00000 5406.00| 5.00000 4505.00| 4.97000 4477.97 Hay Bales | | | 1090 665I000M 106.000 MTON| 35.00000 3710.00| 26.00000 2756.00| 25.80000 2734.80 Temporary Riprap, Class 2 | | | 1100 665J000M 856.000 M | 10.00000 8560.00| 10.00000 8560.00| 9.92000 8491.52 Silt Fence, Type A | | | 1110 665L000M 362.000 M | 7.00000 2534.00| 50.00000 18100.00| 34.26000 12402.12 Floating Basin Boom | | | 1120 665O001M 856.000 M | 2.00000 1712.00| 3.30000 2824.80| 3.27000 2799.12 Silt Fence Removal | | | 1130 666A001M 3.000 HA | 100.00000 300.00| 99.00000 297.00| 406.31000 1218.93 Pest Control Treatment | | | 1140 680A000M LUMP| 150000.00000 150000.00| 83000.00000 83000.00| 130000.00000 130000.00 Engineering Controls | | | 1150 701A028M 3.000 KM | 1245.00000 3735.00| 750.00000 2250.00| 1242.03000 3726.09 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1160 701A032M 3.000 KM | 1245.00000 3735.00| 1000.00000 3000.00| 1242.02000 3726.06 Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 1170 701B009M 60.000 M | 4.92000 295.20| 2.00000 120.00| 4.91000 294.60 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 012 -9 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041203012 COUNTIES : ST. CLAIR ETOWAH LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( 3 ) 02081 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 701E000M 802.000 M | 1.50000 1203.00| 0.60000 481.20| 1.50000 1203.00 Solid Temporary Traffic Stripe | | | 1190 701G125M 378.000 M | 16.00000 6048.00| 12.00000 4536.00| 15.96000 6032.88 Solid White, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1200 701G133M 378.000 M | 16.00000 6048.00| 12.00000 4536.00| 15.96000 6032.88 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (150 mm Wide) | | | 1210 701H000M 594.000 M | 3.00000 1782.00| 1.50000 891.00| 3.00000 1782.00 Solid Traffic Stripe Removed (Paint) | | | 1220 701H001M 3.000 M | 3.00000 9.00| 1.50000 4.50| 2.99000 8.97 Solid Traffic Stripe Removed (Plastic) | | | 1230 703A002M 51.000 M2 | 55.00000 2805.00| 21.50000 1096.50| 54.86000 2797.86 Traffic Control Markings, Class 2, Type | | | A | | | 1240 703B002M 5.000 M2 | 55.00000 275.00| 21.50000 107.50| 54.86000 274.30 Traffic Control Legends, Class 2, Type | | | 1250 705A023M 67.000 EACH| 10.00000 670.00| 5.00000 335.00| 9.98000 668.66 Pavement Markers, Class C, Type 2-D | | | 1260 705A031M 87.000 EACH| 5.50000 478.50| 5.00000 435.00| 5.49000 477.63 Pavement Markers, Class A-H, Type 1-A | | | 1270 705A032M 256.000 EACH| 5.50000 1408.00| 5.00000 1280.00| 5.49000 1405.44 Pavement Markers, Class A-H, Type 1-B | | | 1280 705A037M 92.000 EACH| 5.50000 506.00| 5.00000 460.00| 5.48000 504.16 Pavement Markers, Class A-H, Type 2-D | | | 1290 705A038M 20.000 EACH| 5.50000 110.00| 5.00000 100.00| 5.48000 109.60 Pavement Markers, Class A-H, Type 2-E | | | 1300 713A000M 19.000 M | 340.00000 6460.00| 340.00000 6460.00| 339.19000 6444.61 Permanent Barricades | | | 1310 726A000M 48.000 M | 117.00000 5616.00| 150.00000 7200.00| 158.28000 7597.44 Portable Concrete Safety Barriers, Type | | | 6 | | | 1320 740B000M 86.000 M2 | 82.00000 7052.00| 104.00000 8944.00| 94.49000 8126.14 Construction Signs | | | 1330 740D000M 150.000 EACH| 63.00000 9450.00| 80.00000 12000.00| 61.94000 9291.00 Channelizing Drums | | | 1340 740E000M 20.000 EACH| 10.00000 200.00| 15.00000 300.00| 18.90000 378.00 Cones (900 mm High) | | | 1350 740F002M 30.000 EACH| 175.00000 5250.00| 220.00000 6600.00| 262.48000 7874.40 Barricades, Type III | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 012 -10 TABULATION OF BIDS CALL ORDER : 012 CONTRACT ID : 20041203012 COUNTIES : ST. CLAIR ETOWAH LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19007 |( 2 ) 01007 |( 3 ) 02081 |SCOTT BRIDGE COMPANY, INC. |ALABAMA BRIDGE BUILDERS, IN |BRASFIELD & GORRIE, L.L.C. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1360 740I005M 20.000 EACH| 590.00000 11800.00| 880.00000 17600.00| 472.46000 9449.20 Warning Lights, Type B (Detachable Head | | | 1370 740L003M 140.000 EACH| 61.00000 8540.00| 77.00000 10780.00| 63.00000 8820.00 Vertical Panel, Type I (Single-Sided) | | | 1380 740M001M 20.000 EACH| 5.00000 100.00| 10.00000 200.00| 8.40000 168.00 Ballast For Cone | | | 1390 999 000M 2250.000 HOUR| 0.80000 1800.00| 0.80000 1800.00| 0.80000 1800.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,489,366.46| $ 5,782,827.25| $ 5,988,943.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,489,366.46| $ 5,782,827.25| $ 5,988,943.68 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20041203013 COUNTIES : MOBILE LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 CONTRACT TIME : 700 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-0193(500) for constructing the Bridge Replacement and Approaches on S.R.#193 at East Fowl River in Mobile. Length - 0.746 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12003 L & A CONTRACTING COMPANY $ 9,979,115.00 100.0000% 2 02045 BOH BROS. CONSTRUCTION CO., LLC $ 11,187,938.05 112.1135% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20041203013 COUNTIES : MOBILE LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 12003 |( 2 ) 02045 |( ) |L & A CONTRACTING COMPANY |BOH BROS. CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 250000.00000 250000.00| 350000.00000 350000.00| Clearing & Grubbing (Approximately 8 | | | Acres) | | | 0020 206A000 LUMP| 725000.00000 725000.00| 250000.00000 250000.00| Removal Of Old Bridge, Station 28+35.22 | | | to Station 39+72.6 | | | 0030 206C023 213.000 SQYD| 2.75000 585.75| 3.00000 639.00| Removing Riprap | | | 0040 206D001 234.000 LF | 4.40000 1029.60| 5.00000 1170.00| Removing Guardrail | | | 0050 206E000 4.000 EACH| 550.00000 2200.00| 500.00000 2000.00| Removing Headwalls | | | 0060 206E002 1.000 EACH| 770.00000 770.00| 700.00000 700.00| Removing Junction Boxes | | | 0070 206E014 4.000 EACH| 275.00000 1100.00| 250.00000 1000.00| Removing Guardrail End Anchor (Type 2A) | | | 0080 210A000 14343.000 CUYD| 3.41000 48909.63| 4.00000 57372.00| Unclassified Excavation | | | 0090 210D012 24039.000 CUYD| 11.30000 271640.70| 10.50000 252409.50| Borrow Excavation (A-2-4(0) Or A-4(0) | | | 0100 210E000 1895.000 CUYD| 12.10000 22929.50| 11.50000 21792.50| Borrow Excavation (Underwater Backfill) | | | 0110 214A000 320.000 CUYD| 6.71000 2147.20| 6.50000 2080.00| Structure Excavation | | | 0120 214B000 136.000 CUYD| 22.00000 2992.00| 20.00000 2720.00| Foundation Backfill, Local | | | 0130 215A000 400.000 CUYD| 30.75000 12300.00| 40.00000 16000.00| Unclassified Bridge Excavation | | | 0140 215B000 LUMP| 80000.00000 80000.00| 1180000.00000 1180000.00| Cofferdams Or Sheeting And Shoring, | | | Station 26+44 | | | 0150 230A000 24.000 RBST| 192.50000 4620.00| 200.00000 4800.00| Roadbed Processing | | | 0160 240A000 8.000 EACH| 1100.00000 8800.00| 600.00000 4800.00| Settlement Plate Assembly | | | 0170 301A012 7377.000 SQYD| 14.50000 106966.50| 15.00000 110655.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20041203013 COUNTIES : MOBILE LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 12003 |( 2 ) 02045 |( ) |L & A CONTRACTING COMPANY |BOH BROS. CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 401A000 7377.000 SQYD| 0.72000 5311.44| 0.75000 5532.75| Bituminous Treatment A | | | 0190 405A000 707.000 GAL | 1.38000 975.66| 1.40000 989.80| Tack Coat | | | 0200 424A360 632.000 TON | 66.00000 41712.00| 60.00000 37920.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0210 424B651 840.000 TON | 55.00000 46200.00| 50.00000 42000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0220 424B655 50.000 TON | 60.00000 3000.00| 70.00000 3500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0230 424B659 145.000 TON | 66.00000 9570.00| 60.00000 8700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0240 424B681 850.000 TON | 55.00000 46750.00| 50.00000 42500.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 424C360 1209.000 TON | 55.00000 66495.00| 50.00000 60450.00| Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0260 430B015 655.000 TON | 55.00000 36025.00| 50.00000 32750.00| Aggregate Surfacing (ALDOT #57, #67, | | | #410 Or #467) | | | 0270 502A000 538600.000 LB | 0.72000 387792.00| 0.70000 377020.00| Steel Reinforcement | | | 0280 502B000 LUMP| 398850.00000 398850.00| 380000.00000 380000.00| Steel Reinforcement For Bridge | | | Superstructure, Station 26+44 approx. | | | 531,800 lbs | | | 0290 503A000 65.000 CUYD| 241.00000 15665.00| 200.00000 13000.00| Seal Concrete | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 013 -4 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20041203013 COUNTIES : MOBILE LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 12003 |( 2 ) 02045 |( ) |L & A CONTRACTING COMPANY |BOH BROS. CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 505A015 2.000 EACH| 3700.00000 7400.00| 3400.00000 6800.00| Concrete Test Piles (14 Inches Square) | | | 0310 505A016 2.000 EACH| 3900.00000 7800.00| 3600.00000 7200.00| Concrete Test Piles (16 Inches Square) | | | 0320 505A018 2.000 EACH| 7500.00000 15000.00| 8900.00000 17800.00| Concrete Test Piles (20 Inches Square) | | | 0330 505A019 1.000 EACH| 9000.00000 9000.00| 9100.00000 9100.00| Concrete Test Piles (24 Inches Square) | | | 0340 505B045 2.000 EACH| 6000.00000 12000.00| 13800.00000 27600.00| Static Loading Tests (14 Inches Square) | | | 0350 505B046 2.000 EACH| 9000.00000 18000.00| 27000.00000 54000.00| Static Loading Tests (16 Inches Square) | | | 0360 505B048 2.000 EACH| 9000.00000 18000.00| 28000.00000 56000.00| Static Loading Tests (20 Inches Square) | | | 0370 505B049 1.000 EACH| 9500.00000 9500.00| 28000.00000 28000.00| Static Loading Tests (24 Inches Square) | | | 0380 505B075 2.000 EACH| 2200.00000 4400.00| 8450.00000 16900.00| Dynamic Loading Tests (14 Inches Square | | | 0390 505B076 2.000 EACH| 2200.00000 4400.00| 8450.00000 16900.00| Dynamic Loading Tests (16 Inches Square | | | 0400 505B078 2.000 EACH| 2200.00000 4400.00| 10200.00000 20400.00| Dynamic Loading Tests (20 Inches Square | | | 0410 505B079 1.000 EACH| 2200.00000 2200.00| 10400.00000 10400.00| Dynamic Loading Tests (24 Inches Square | | | 0420 505I000 6353.000 SQFT| 25.00000 158825.00| 17.00000 108001.00| Temporary Steel Sheet Piling | | | 0430 505N000 1280.000 LF | 43.80000 56064.00| 33.00000 42240.00| Concrete Piling Furnished(14 Inches | | | Square) | | | 0440 505N001 2663.000 LF | 54.00000 143802.00| 48.00000 127824.00| Concrete Piling Furnished(16 Inches | | | Square) | | | 0450 505N003 7869.000 LF | 60.00000 472140.00| 75.00000 590175.00| Concrete Piling Furnished(20 Inches | | | Square) | | | 0460 505N004 8598.000 LF | 85.00000 730830.00| 80.00000 687840.00| Concrete Piling Furnished(24 Inches | | | Square) | | | 0470 505O000 1280.000 LF | 1.00000 1280.00| 1.00000 1280.00| Concrete Piling Driven(14 Inches Square | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 013 -5 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20041203013 COUNTIES : MOBILE LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 12003 |( 2 ) 02045 |( ) |L & A CONTRACTING COMPANY |BOH BROS. CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 505O001 2663.000 LF | 1.00000 2663.00| 1.00000 2663.00| Concrete Piling Driven(16 Inches Square | | | 0490 505O003 7869.000 LF | 1.00000 7869.00| 1.00000 7869.00| Concrete Piling Driven(20 Inches Square | | | 0500 505O004 8598.000 LF | 1.00000 8598.00| 1.00000 8598.00| Concrete Piling Driven(24 Inches Square | | | 0510 508A000 27450.000 LB | 2.44000 66978.00| 2.50000 68625.00| Structural Steel | | | 0520 510A000 3072.000 CUYD| 431.00000 1324032.00| 600.00000 1843200.00| Bridge Substructure Concrete, Class A | | | 0530 510C051 LUMP| 1093028.00000 1093028.00| 1000000.00000 1000000.00| Bridge Concrete Superstructure, Station | | | 26+44, approx. 2078 cu yds | | | 0540 510E000 7093.000 SQYD| 1.82000 12909.26| 2.00000 14186.00| Grooving Concrete Bridge Decks | | | 0550 511A004 240.000 EACH| 232.00000 55680.00| 250.00000 60000.00| Elastomeric Bearings, Type 4 | | | 0560 513B005 9510.000 LF | 90.00000 855900.00| 80.00000 760800.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0570 519A000 LUMP| 125000.00000 125000.00| 100000.00000 100000.00| Navigation Lighting System | | | 0580 530A001 178.000 LF | 24.00000 4272.00| 25.00000 4450.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0590 530A002 139.000 LF | 42.00000 5838.00| 40.00000 5560.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0600 533B099 209.000 LF | 44.00000 9196.00| 40.00000 8360.00| 29" Span, 18" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0610 535A080 292.000 LF | 24.00000 7008.00| 25.00000 7300.00| 18" Side Drain Pipe (Class 3 R.C.) | | | 0620 535A085 364.000 LF | 42.00000 15288.00| 40.00000 14560.00| 24" Side Drain Pipe (Class 3 R.C.) | | | 0630 600A000 LUMP| 1000000.00000 1000000.00| 1300000.00000 1300000.00| Mobilization | | | 0640 602A000 21.000 EACH| 100.00000 2100.00| 100.00000 2100.00| Right Of Way Markers | | | 0650 606A012 1000.000 LF | 1.10000 1100.00| 10.00000 10000.00| 6" Underdrain Pipe, Type 8 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 013 -6 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20041203013 COUNTIES : MOBILE LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 12003 |( 2 ) 02045 |( ) |L & A CONTRACTING COMPANY |BOH BROS. CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0660 607B000 74973.000 LF | 2.20000 164940.60| 0.50000 37486.50| Vertical Drainage Wicks | | | 0670 610C001 4760.000 TON | 40.00000 190400.00| 40.00000 190400.00| Loose Riprap, Class 2 | | | 0680 610D003 2651.000 SQYD| 3.00000 7953.00| 3.00000 7953.00| Filter Blanket, Geotextile | | | 0690 619A003 3.000 EACH| 550.00000 1650.00| 500.00000 1500.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0700 619A053 1.000 EACH| 676.50000 676.50| 650.00000 650.00| 24" Roadway Pipe End Treatment, Class 2 | | | 0710 619A101 13.000 EACH| 440.00000 5720.00| 400.00000 5200.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0720 619A102 7.000 EACH| 550.00000 3850.00| 550.00000 3850.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0730 619B117 2.000 EACH| 825.00000 1650.00| 750.00000 1500.00| 29" Span, 18" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0740 621A000 2.000 EACH| 4400.00000 8800.00| 4000.00000 8000.00| Junction Boxes, Type 1, 1P Or 5 | | | 0750 621A005 1.000 EACH| 4180.00000 4180.00| 4000.00000 4000.00| Junction Boxes, Type 1 | | | 0760 621B000 1.000 EACH| 4950.00000 4950.00| 4500.00000 4500.00| Junction Box Units, Type 1, 1P Or 5 | | | 0770 621C032 2.000 EACH| 2530.00000 5060.00| 2500.00000 5000.00| Inlets, Type C (Modified) | | | 0780 630A001 375.000 LF | 17.00000 6375.00| 20.00000 7500.00| Steel Beam Guardrail, Class A, Type 2 | | | 0790 630C001 2.000 EACH| 715.00000 1430.00| 900.00000 1800.00| Guardrail End Anchor, Type 8 | | | 0800 630C003 4.000 EACH| 1265.00000 5060.00| 1700.00000 6800.00| Guardrail End Anchor, Type 13 | | | 0810 630C050 2.000 EACH| 1870.00000 3740.00| 2500.00000 5000.00| Guardrail End Anchor, Type 20 Series | | | 0820 650A000 5780.000 CUYD| 12.00000 69360.00| 11.00000 63580.00| Topsoil | | | 0830 652A061 8.000 ACRE| 550.00000 4400.00| 500.00000 4000.00| Seeding (Mix 3E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 013 -7 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20041203013 COUNTIES : MOBILE LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 12003 |( 2 ) 02045 |( ) |L & A CONTRACTING COMPANY |BOH BROS. CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 654A001 3855.000 SQYD| 3.30000 12721.50| 3.00000 11565.00| Solid Sodding (Bermuda) | | | 0850 656A000 8.000 ACRE| 533.50000 4268.00| 485.00000 3880.00| Mulching, Class A, Type 1 | | | 0860 659A000 5343.000 SQYD| 2.15000 11487.45| 2.00000 10686.00| Erosion Control Netting, Class A | | | 0870 665A000 8.000 ACRE| 440.00000 3520.00| 500.00000 4000.00| Temporary Seeding | | | 0880 665B000 8.000 ACRE| 412.50000 3300.00| 375.00000 3000.00| Temporary Mulching | | | 0890 665E000 5000.000 SQYD| 2.20000 11000.00| 2.00000 10000.00| Polyethylene | | | 0900 665G000 500.000 EACH| 5.50000 2750.00| 5.00000 2500.00| Sand Bags | | | 0910 665I000 1000.000 TON | 37.40000 37400.00| 35.00000 35000.00| Temporary Riprap, Class 2 | | | 0920 665J000 12757.000 LF | 5.23000 66719.11| 5.00000 63785.00| Silt Fence, Type A | | | 0930 665K000 500.000 CUYD| 22.00000 11000.00| 20.00000 10000.00| Drainage Sump Excavation | | | 0940 665L000 1925.000 LF | 9.35000 17998.75| 13.00000 25025.00| Floating Basin Boom | | | 0950 665O001 12757.000 LF | 1.10000 14032.70| 1.00000 12757.00| Silt Fence Removal | | | 0960 665Q001 250.000 LF | 5.50000 1375.00| 5.00000 1250.00| 20 Inch Wattle | | | 0970 666A001 8.000 ACRE| 110.00000 880.00| 100.00000 800.00| Pest Control Treatment | | | 0980 672B000 50.000 LB | 12.10000 605.00| 12.00000 600.00| Flocculant Powder | | | 0990 672C000 100.000 EACH| 115.50000 11550.00| 110.00000 11000.00| Flocculant Log | | | 1000 680A000 LUMP| 225000.00000 225000.00| 150000.00000 150000.00| Engineering Controls | | | 1010 701A028 2.000 MILE| 2200.00000 4400.00| 2200.00000 4400.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1020 701A032 2.000 MILE| 2200.00000 4400.00| 2200.00000 4400.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 013 -8 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20041203013 COUNTIES : MOBILE LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 12003 |( 2 ) 02045 |( ) |L & A CONTRACTING COMPANY |BOH BROS. CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1030 701C001 6.000 MILE| 550.00000 3300.00| 550.00000 3300.00| Solid Temporary Traffic Stripe | | | 1040 701D007 1.000 MILE| 1650.00000 1650.00| 1600.00000 1600.00| Solid Traffic Stripe Removed (Paint) | | | 1050 701D008 1.000 MILE| 1650.00000 1650.00| 1600.00000 1600.00| Solid Traffic Stripe Removed (Plastic) | | | 1060 701G125 3200.000 LF | 3.84000 12288.00| 3.50000 11200.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1070 701G133 3200.000 LF | 3.84000 12288.00| 3.50000 11200.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 1080 703A002 362.000 SQFT| 3.30000 1194.60| 3.50000 1267.00| Traffic Control Markings, Class 2, Type | | | A | | | 1090 703D002 873.000 SQFT| 1.65000 1440.45| 1.50000 1309.50| Temporary Traffic Control Markings | | | (Paint) | | | 1100 705A023 100.000 EACH| 6.60000 660.00| 6.75000 675.00| Pavement Markers, Class C, Type 2-D | | | 1110 705A031 1066.000 EACH| 5.50000 5863.00| 5.50000 5863.00| Pavement Markers, Class A-H, Type 1-A | | | 1120 705A037 99.000 EACH| 5.50000 544.50| 5.50000 544.50| Pavement Markers, Class A-H, Type 2-D | | | 1130 707G000 82.000 EACH| 38.50000 3157.00| 50.00000 4100.00| Barrier Rail Mounted Delineator | | | (Mono-Directional) | | | 1140 726A000 1240.000 LF | 32.00000 39680.00| 50.00000 62000.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 1150 726A001 20.000 LF | 121.00000 2420.00| 150.00000 3000.00| Portable Concrete Safety Barriers, Type | | | 6-A | | | 1160 726D020 2.000 EACH| 25000.00000 50000.00| 8000.00000 16000.00| Portable Impact Attenuator Assembly( | | | Unidirectional, TL-2) | | | 1170 740B000 474.000 SQFT| 9.90000 4692.60| 10.00000 4740.00| Construction Signs | | | 1180 740D000 70.000 EACH| 59.40000 4158.00| 70.00000 4900.00| Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 013 -9 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20041203013 COUNTIES : MOBILE LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 12003 |( 2 ) 02045 |( ) |L & A CONTRACTING COMPANY |BOH BROS. CONSTRUCTION CO., | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1190 740E000 80.000 EACH| 12.10000 968.00| 10.00000 800.00| Cones (36 Inches High) | | | 1200 740F002 8.000 EACH| 198.00000 1584.00| 200.00000 1600.00| Barricades, Type III | | | 1210 740I005 6.000 EACH| 990.00000 5940.00| 740.00000 4440.00| Warning Lights, Type B (Detachable Head | | | 1220 740L005 50.000 EACH| 104.50000 5225.00| 24.00000 1200.00| Vertical Panel, Type I (Double-Sided) | | | 1230 740M001 80.000 EACH| 7.15000 572.00| 7.50000 600.00| Ballast For Cone | | | 1240 741C010 2.000 EACH| 5000.00000 10000.00| 5500.00000 11000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 1250 999 000 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 9,979,115.00| $ 11,187,938.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,979,115.00| $ 11,187,938.05| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 014 -1 VENDOR RANKING CALL ORDER : 014 CONTRACT ID : 20041203014 COUNTIES : BALDWIN LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 CONTRACT TIME : 200 Calendar Days CONTRACT DESCRIPTION : MOBILE PROJECT(S) : BRZ-0200(207) for constructing the Bridge Replacement on C.R.#39 at an unnamed stream east of Stapleton. Length 0.016 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 284,246.49 100.0000% 2 14008 NEWELL & BUSH, INC. $ 311,028.00 109.4219% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 014 -2 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20041203014 COUNTIES : BALDWIN LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 14008 |( ) |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 502A001 9700.000 LB | 0.90000 8730.00| 1.20000 11640.00| Steel Reinforcement (Grade 60) | | | 0020 502B000 LUMP| 17823.60000 17823.60| 16500.00000 16500.00| Steel Reinforcement For Bridge | | | Superstructure, Sta 6+27.00 (Approx. 19,| | | 804 Lbs.) | | | 0030 505A015 1.000 EACH| 5000.00000 5000.00| 2500.00000 2500.00| Concrete Test Piles (14 Inches Square) | | | 0040 505B045 1.000 EACH| 7500.00000 7500.00| 2000.00000 2000.00| Static Loading Tests (14 Inches Square) | | | 0050 505N000 988.000 LF | 49.00000 48412.00| 22.50000 22230.00| Concrete Piling Furnished(14 Inches | | | Square) | | | 0060 505O000 988.000 LF | 1.00000 988.00| 11.00000 10868.00| Concrete Piling Driven(14 Inches Square | | | 0070 508A000 1761.000 LB | 3.00000 5283.00| 4.25000 7484.25| Structural Steel | | | 0080 510A000 52.000 CUYD| 640.00000 33280.00| 625.00000 32500.00| Bridge Substructure Concrete, Class A | | | 0090 510C051 LUMP| 51840.00000 51840.00| 60000.00000 60000.00| Bridge Concrete Superstructure, Sta | | | 6+27.00(Approx. 81 Cu.Yd.) | | | 0100 510E000 227.000 SQYD| 11.01320 2500.00| 12.25000 2780.75| Grooving Concrete Bridge Decks | | | 0110 511A052 8.000 EACH| 120.00000 960.00| 260.00000 2080.00| Elastomeric Bearing Type 2 (Mark B3) | | | 0120 513B005 330.000 LF | 115.00000 37950.00| 150.00000 49500.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0130 600A000 LUMP| 29110.24000 29110.24| 49000.00000 49000.00| Mobilization | | | 0140 610C001 290.000 TON | 37.86000 10979.40| 40.00000 11600.00| Loose Riprap, Class 2 | | | 0150 610D002 280.000 SQYD| 2.50000 700.00| 4.00000 1120.00| Filter Blanket, Geotextile (Non-Woven) | | | 0160 630A001 350.000 LF | 16.33500 5717.25| 19.50000 6825.00| Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 014 -3 TABULATION OF BIDS CALL ORDER : 014 CONTRACT ID : 20041203014 COUNTIES : BALDWIN LETTING DATE : 12/03/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 14008 |( ) |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 630C003 4.000 EACH| 1163.25000 4653.00| 1650.00000 6600.00| Guardrail End Anchor, Type 13 | | | 0180 630C070 4.000 EACH| 1485.00000 5940.00| 2000.00000 8000.00| Guardrail End Anchor, Type 10 Series | | | 0190 680A000 LUMP| 4500.00000 4500.00| 4800.00000 4800.00| Engineering Controls | | | 0200 740B000 100.000 SQFT| 8.00000 800.00| 15.00000 1500.00| Construction Signs | | | 0210 740F002 4.000 EACH| 195.00000 780.00| 250.00000 1000.00| Barricades, Type III | | | 0220 740I005 2.000 EACH| 400.00000 800.00| 250.00000 500.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 284,246.49| $ 311,028.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 284,246.49| $ 311,028.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20041203017 COUNTIES : COVINGTON COFFEE LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0009(507) for constructing the Planing, Resurfacing and Traffic Stripe STPAA-0012(515) on various routes in and around Opp as indicated on the STPAA-0134(500) plans. Length 9.174 mi. OTHERS -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 871,044.23 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 987,247.61 113.3407% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,089,478.00 125.0772% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20041203017 COUNTIES : COVINGTON COFFEE LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 23024 |BULLARD EXCAVATING, INC. |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 7.000 EACH| 56.00000 392.00| 104.21000 729.47| 95.00000 665.00 Mailbox Reset, Single | | | 0020 210D021 317.000 CUYD| 16.00000 5072.00| 12.23000 3876.91| 9.75000 3090.75 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 212A000 86.000 STA | 60.00000 5160.00| 44.69000 3843.34| 42.50000 3655.00 Machine Grading Shoulders | | | 0040 401B108 73466.000 SQYD| 0.98000 71996.68| 0.84000 61711.44| 1.05000 77139.30 Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 3208.000 GAL | 1.65000 5293.20| 1.92000 6159.36| 0.50000 1604.00 Tack Coat | | | 0060 408A052 139607.000 SQYD| 0.65000 90744.55| 0.59000 82368.13| 0.85000 118665.95 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A361 11720.000 TON | 35.00000 410200.00| 45.06000 528103.20| 48.75000 571350.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 1300.000 TON | 40.00000 52000.00| 50.05000 65065.00| 35.00000 45500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B654 100.000 TON | 75.00000 7500.00| 92.83000 9283.00| 85.00000 8500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 20000.00000 20000.00| 23100.00000 23100.00| 54000.00000 54000.00 Mobilization | | | 0110 651B000 4.000 TON | 75.00000 300.00| 75.00000 300.00| 75.00000 300.00 Agricultural Limestone | | | 0120 652A061 2.000 ACRE| 580.00000 1160.00| 580.00000 1160.00| 580.00000 1160.00 Seeding (Mix 3E) | | | 0130 656A000 2.000 ACRE| 550.00000 1100.00| 550.00000 1100.00| 550.00000 1100.00 Mulching, Class A, Type 1 | | | 0140 665F000 100.000 EACH| 8.00000 800.00| 8.00000 800.00| 8.00000 800.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20041203017 COUNTIES : COVINGTON COFFEE LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 23024 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665J000 500.000 LF | 3.70000 1850.00| 3.70000 1850.00| 3.70000 1850.00 Silt Fence, Type A | | | 0160 665O001 500.000 LF | 0.15000 75.00| 0.15000 75.00| 0.15000 75.00 Silt Fence Removal | | | 0170 680A000 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 3500.00000 3500.00 Engineering Controls | | | 0180 701A028 20.000 MILE| 1575.00000 31500.00| 1575.00000 31500.00| 1575.00000 31500.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A041 2.000 MILE| 990.00000 1980.00| 990.00000 1980.00| 990.00000 1980.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A046 6.000 MILE| 990.00000 5940.00| 990.00000 5940.00| 990.00000 5940.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701A048 17.000 MILE| 1775.00000 30175.00| 1775.00000 30175.00| 1775.00000 30175.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701B009 488.000 LF | 1.00000 488.00| 1.00000 488.00| 1.00000 488.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0230 701C000 10.000 MILE| 520.00000 5200.00| 520.00000 5200.00| 520.00000 5200.00 Broken Temporary Traffic Stripe | | | 0240 701C001 43.000 MILE| 590.00000 25370.00| 590.00000 25370.00| 590.00000 25370.00 Solid Temporary Traffic Stripe | | | 0250 701D007 4.000 MILE| 1600.00000 6400.00| 1600.00000 6400.00| 1600.00000 6400.00 Solid Traffic Stripe Removed (Paint) | | | 0260 701D008 4.000 MILE| 1700.00000 6800.00| 1700.00000 6800.00| 1700.00000 6800.00 Solid Traffic Stripe Removed (Plastic) | | | 0270 701D014 4.000 MILE| 1400.00000 5600.00| 1400.00000 5600.00| 1400.00000 5600.00 Broken Traffic Stripe Removed (Paint) | | | 0280 701D015 4.000 MILE| 1500.00000 6000.00| 1500.00000 6000.00| 1500.00000 6000.00 Broken Traffic Stripe Removed (Plastic) | | | 0290 703A002 9049.000 SQFT| 2.50000 22622.50| 2.50000 22622.50| 2.50000 22622.50 Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 875.000 SQFT| 3.50000 3062.50| 3.50000 3062.50| 3.50000 3062.50 Traffic Control Legends, Class 2, Type | | | 0310 703D001 5219.000 SQFT| 1.50000 7828.50| 1.50000 7828.50| 1.50000 7828.50 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20041203017 COUNTIES : COVINGTON COFFEE LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 23024 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 703E001 740.000 SQFT| 1.50000 1110.00| 1.50000 1110.00| 1.50000 1110.00 Temporary Traffic Control Legends | | | 0330 705A030 72.000 EACH| 5.50000 396.00| 5.50000 396.00| 5.50000 396.00 Pavement Markers, Class A-H, Type 2-C | | | 0340 705A031 128.000 EACH| 5.50000 704.00| 5.50000 704.00| 5.50000 704.00 Pavement Markers, Class A-H, Type 1-A | | | 0350 705A032 424.000 EACH| 5.50000 2332.00| 5.50000 2332.00| 5.50000 2332.00 Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 854.000 EACH| 5.50000 4697.00| 5.50000 4697.00| 5.50000 4697.00 Pavement Markers, Class A-H, Type 2-D | | | 0370 705A038 81.000 EACH| 5.50000 445.50| 5.50000 445.50| 5.50000 445.50 Pavement Markers, Class A-H, Type 2-E | | | 0380 740B000 2484.000 SQFT| 7.95000 19747.80| 7.88000 19573.92| 8.00000 19872.00 Construction Signs | | | 0390 740E000 200.000 EACH| 5.00000 1000.00| 6.00000 1200.00| 10.00000 2000.00 Cones (36 Inches High) | | | 0400 740M001 200.000 EACH| 0.01000 2.00| 6.00000 1200.00| 5.00000 1000.00 Ballast For Cone | | | 0410 740O000 4.000 EACH| 1000.00000 4000.00| 500.00000 2000.00| 500.00000 2000.00 Pilot Car | | | 0420 741C010 6.000 EACH| 500.00000 3000.00| 599.64000 3597.84| 500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 871,044.23| $ 987,247.61| $ 1,089,478.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 871,044.23| $ 987,247.61| $ 1,089,478.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 CONTRACT TIME : 375 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPAA-4510(200) for constructing the Widening (Grade, Drainage and Pavement) on C.R.#242 (Sutton Road) from S.R.#1 (U.S.#431) to C.R.#263 in Huntsville. Length 0.402 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03104 CARCEL & G. CONSTRUCTION, LLC $ 1,270,618.54 100.0000% 2 19010 SHELBY CONTRACTING CO., INC. $ 1,283,248.88 100.9940% 3 18037 REED CONTRACTING SERVICES, INC. $ 1,341,033.15 105.5418% 4 01087 APAC-SOUTHEAST, INC. $ 1,378,006.91 108.4517% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 19010 |( 3 ) 18037 |CARCEL & G. CONSTRUCTION, L |SHELBY CONTRACTING CO., INC |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 4000.00000 4000.00| 52560.00000 52560.00| 29500.00000 29500.00 Clearing & Grubbing (Approximately 8 | | | Acres) | | | 0020 206C002 235.000 SQYD| 15.00000 3525.00| 18.00000 4230.00| 7.00000 1645.00 Removing Concrete Slope Paving | | | 0030 206C003 652.000 SQYD| 12.30000 8019.60| 14.40000 9388.80| 3.00000 1956.00 Removing Concrete Flumes | | | 0040 206D000 1111.000 LF | 5.80000 6443.80| 7.20000 7999.20| 4.75000 5277.25 Removing Pipe | | | 0050 206E050 17.000 EACH| 300.00000 5100.00| 480.00000 8160.00| 200.00000 3400.00 Removing Slope Paved Headwall | | | 0060 210A000 15187.000 CUYD| 5.00000 75935.00| 5.52000 83832.24| 6.40000 97196.80 Unclassified Excavation | | | 0070 210D000 16469.000 CUYD| 10.00000 164690.00| 10.80000 177865.20| 10.00000 164690.00 Borrow Excavation | | | 0080 214A000 1402.000 CUYD| 6.00000 8412.00| 14.40000 20188.80| 5.50000 7711.00 Structure Excavation | | | 0090 214B001 744.000 CUYD| 15.00000 11160.00| 22.80000 16963.20| 18.00000 13392.00 Foundation Backfill, Commercial | | | 0100 231B002 1790.000 TON | 16.67000 29839.30| 15.73000 28156.70| 14.25000 25507.50 Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0110 301A008 93.000 SQYD| 5.50000 511.50| 9.60000 892.80| 5.60000 520.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0120 301A012 12294.000 SQYD| 5.55000 68231.70| 5.46000 67125.24| 5.10000 62699.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 11328.000 SQYD| 0.88000 9968.64| 0.66000 7476.48| 0.65000 7363.20 Bituminous Treatment A | | | 0140 405A000 822.000 GAL | 1.50000 1233.00| 1.32000 1085.04| 1.55000 1274.10 Tack Coat | | | 0150 408A053 25.000 SQYD| 5.00000 125.00| 30.00000 750.00| 6.00000 150.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0160 424A360 636.000 TON | 52.54000 33415.44| 54.00000 34344.00| 41.50000 26394.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 19010 |( 3 ) 18037 |CARCEL & G. CONSTRUCTION, L |SHELBY CONTRACTING CO., INC |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A366 500.000 TON | 52.54000 26270.00| 48.00000 24000.00| 50.00000 25000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B651 1304.000 TON | 43.73000 57023.92| 44.98000 58653.92| 37.60000 49030.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 424B655 29.000 TON | 64.00000 1856.00| 54.00000 1566.00| 125.00000 3625.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B659 2500.000 TON | 43.73000 109325.00| 44.98000 112450.00| 38.80000 97000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424C360 1915.000 TON | 43.73000 83742.95| 44.98000 86136.70| 36.25000 69418.75 Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0220 430B035 33.000 TON | 35.00000 1155.00| 24.00000 792.00| 15.00000 495.00 Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0230 530A001 264.000 LF | 31.20000 8236.80| 21.60000 5702.40| 39.00000 10296.00 18" Roadway Pipe (Class 3 R.C.) | | | 0240 530A002 84.000 LF | 34.02000 2857.68| 32.81000 2756.04| 55.00000 4620.00 24" Roadway Pipe (Class 3 R.C.) | | | 0250 530A004 128.000 LF | 69.21000 8858.88| 61.78000 7907.84| 60.00000 7680.00 36" Roadway Pipe (Class 3 R.C.) | | | 0260 530B051 6.000 LF | 75.00000 450.00| 60.00000 360.00| 160.00000 960.00 21" Span, 15" Rise Roadway Pipe (14 | | | Gauge C.C.S.P.I.) | | | 0270 533A098 159.000 LF | 30.20000 4801.80| 21.60000 3434.40| 37.00000 5883.00 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0280 533A099 855.000 LF | 30.02000 25667.10| 32.81000 28052.55| 45.00000 38475.00 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0290 533A100 314.000 LF | 41.57000 13052.98| 46.32000 14544.48| 54.00000 16956.00 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0300 533A101 217.000 LF | 69.21000 15018.57| 59.28000 12863.76| 70.00000 15190.00 36" Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -4 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 19010 |( 3 ) 18037 |CARCEL & G. CONSTRUCTION, L |SHELBY CONTRACTING CO., INC |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 533A102 198.000 LF | 63.95000 12662.10| 73.20000 14493.60| 80.00000 15840.00 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0320 533A103 128.000 LF | 74.16000 9492.48| 94.08000 12042.24| 100.00000 12800.00 48" Storm Sewer Pipe (Class 3 R.C.) | | | 0330 535A085 60.000 LF | 33.02000 1981.20| 32.81000 1968.60| 50.00000 3000.00 24" Side Drain Pipe (Class 3 R.C.) | | | 0340 600A000 LUMP| 52000.00000 52000.00| 45600.00000 45600.00| 99525.00000 99525.00 Mobilization | | | 0350 601A000 1.000 EACH| 20000.00000 20000.00| 4200.00000 4200.00| 7000.00000 7000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0360 602A000 2.000 EACH| 400.00000 800.00| 150.00000 300.00| 300.00000 600.00 Right Of Way Markers | | | 0370 602C000 8.000 EACH| 500.00000 4000.00| 180.00000 1440.00| 400.00000 3200.00 Permanent Easement Marker | | | 0380 614A000 230.000 CUYD| 312.00000 71760.00| 204.00000 46920.00| 300.00000 69000.00 Slope Paving | | | 0390 618A000 1578.000 SQYD| 25.00000 39450.00| 42.00000 66276.00| 32.00000 50496.00 Concrete Sidewalk, 4" Thick | | | 0400 618B003 121.000 SQYD| 39.00000 4719.00| 45.90000 5553.90| 39.00000 4719.00 Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0410 619A002 1.000 EACH| 1000.00000 1000.00| 630.00000 630.00| 600.00000 600.00 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 1.000 EACH| 1200.00000 1200.00| 750.00000 750.00| 1000.00000 1000.00 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A054 1.000 EACH| 1400.00000 1400.00| 900.00000 900.00| 2300.00000 2300.00 30" Roadway Pipe End Treatment, Class 2 | | | 0440 619A055 1.000 EACH| 1500.00000 1500.00| 1020.00000 1020.00| 2800.00000 2800.00 36" Roadway Pipe End Treatment, Class 2 | | | 0450 619A102 4.000 EACH| 1200.00000 4800.00| 780.00000 3120.00| 1000.00000 4000.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 620A000 1.000 CUYD| 800.00000 800.00| 480.00000 480.00| 450.00000 450.00 Minor Structure Concrete | | | 0470 621A000 1.000 EACH| 1500.00000 1500.00| 2100.00000 2100.00| 2000.00000 2000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0480 621A014 5.000 EACH| 1800.00000 9000.00| 2220.00000 11100.00| 2500.00000 12500.00 Junction Boxes, Type 1, 1P, Or 5 | | | (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -5 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 19010 |( 3 ) 18037 |CARCEL & G. CONSTRUCTION, L |SHELBY CONTRACTING CO., INC |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 621B000 1.000 EACH| 1500.00000 1500.00| 780.00000 780.00| 700.00000 700.00 Junction Box Units, Type 1, 1P Or 5 | | | 0500 621C015 8.000 EACH| 2000.00000 16000.00| 2640.00000 21120.00| 2400.00000 19200.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0510 621C017 1.000 EACH| 2800.00000 2800.00| 3000.00000 3000.00| 4000.00000 4000.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0520 621C027 2.000 EACH| 1600.00000 3200.00| 1800.00000 3600.00| 3000.00000 6000.00 Inlets, Type C | | | 0530 621C087 5.000 EACH| 2800.00000 14000.00| 2760.00000 13800.00| 3600.00000 18000.00 Inlets, Type S2 Or S4 (1 Wing) | | | (Modified) | | | 0540 621D015 10.000 EACH| 500.00000 5000.00| 660.00000 6600.00| 700.00000 7000.00 Inlet Units, Type S1 Or S3 | | | 0550 621D025 5.000 EACH| 2400.00000 12000.00| 660.00000 3300.00| 900.00000 4500.00 Inlet Units, Type S2 Or S4 (Modified) | | | 0560 623C003 2906.000 LF | 10.50000 30513.00| 12.60000 36615.60| 11.00000 31966.00 Combination Curb & Gutter, Type C | | | (Modified) | | | 0570 650B000 765.000 CUYD| 12.00000 9180.00| 9.60000 7344.00| 12.00000 9180.00 Topsoil From Stockpiles | | | 0580 652A050 2.000 ACRE| 1200.00000 2400.00| 600.00000 1200.00| 700.00000 1400.00 Seeding (Mix 1A) | | | 0590 654A000 2870.000 SQYD| 5.00000 14350.00| 4.20000 12054.00| 4.80000 13776.00 Solid Sodding | | | 0600 656A001 2.000 ACRE| 1200.00000 2400.00| 600.00000 1200.00| 800.00000 1600.00 Mulching, Class A, Type 2 | | | 0610 665F000 56.000 EACH| 8.00000 448.00| 6.00000 336.00| 4.00000 224.00 Hay Bales | | | 0620 665G000 120.000 EACH| 2.00000 240.00| 3.60000 432.00| 8.00000 960.00 Sand Bags | | | 0630 665J000 3658.000 LF | 4.00000 14632.00| 2.94000 10754.52| 4.00000 14632.00 Silt Fence, Type A | | | 0640 665O001 3658.000 LF | 1.00000 3658.00| 0.60000 2194.80| 2.00000 7316.00 Silt Fence Removal | | | 0650 674A000 3500.000 LF | 1.25000 4375.00| 1.80000 6300.00| 4.00000 14000.00 Construction Safety Fence | | | 0660 680A000 LUMP| 50000.00000 50000.00| 5367.01000 5367.01| 36000.00000 36000.00 Engineering Controls | | | 0670 701A031 2.000 MILE| 1400.00000 2800.00| 1800.00000 3600.00| 1540.00000 3080.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -6 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 19010 |( 3 ) 18037 |CARCEL & G. CONSTRUCTION, L |SHELBY CONTRACTING CO., INC |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 701B005 3131.000 LF | 1.00000 3131.00| 1.20000 3757.20| 1.10000 3444.10 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0690 701C000 1.000 MILE| 600.00000 600.00| 720.00000 720.00| 660.00000 660.00 Broken Temporary Traffic Stripe | | | 0700 701C001 2.000 MILE| 650.00000 1300.00| 780.00000 1560.00| 715.00000 1430.00 Solid Temporary Traffic Stripe | | | 0710 701G040 3107.000 LF | 1.50000 4660.50| 0.60000 1864.20| 0.55000 1708.85 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0720 701G050 98.000 LF | 1.00000 98.00| 1.20000 117.60| 1.10000 107.80 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0730 701G072 4328.000 LF | 1.00000 4328.00| 0.60000 2596.80| 0.55000 2380.40 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0740 703A002 1810.000 SQFT| 3.00000 5430.00| 3.60000 6516.00| 3.30000 5973.00 Traffic Control Markings, Class 2, Type | | | A | | | 0750 703B002 404.000 SQFT| 3.90000 1575.60| 4.68000 1890.72| 4.30000 1737.20 Traffic Control Legends, Class 2, Type | | | 0760 703D001 100.000 SQFT| 1.50000 150.00| 1.80000 180.00| 1.65000 165.00 Temporary Traffic Control Markings | | | 0770 705A030 45.000 EACH| 6.00000 270.00| 7.20000 324.00| 6.60000 297.00 Pavement Markers, Class A-H, Type 2-C | | | 0780 705A031 106.000 EACH| 6.00000 636.00| 7.20000 763.20| 6.60000 699.60 Pavement Markers, Class A-H, Type 1-A | | | 0790 705A032 33.000 EACH| 6.00000 198.00| 7.20000 237.60| 6.60000 217.80 Pavement Markers, Class A-H, Type 1-B | | | 0800 705A037 35.000 EACH| 6.00000 210.00| 7.20000 252.00| 6.60000 231.00 Pavement Markers, Class A-H, Type 2-D | | | 0810 705A038 17.000 EACH| 6.00000 102.00| 7.20000 122.40| 6.60000 112.20 Pavement Markers, Class A-H, Type 2-E | | | 0820 707B003 2.000 EACH| 175.00000 350.00| 150.00000 300.00| 100.00000 200.00 Type A Hazard Marker Installation | | | 0830 710A115 46.000 SQFT| 19.00000 874.00| 17.40000 800.40| 18.00000 828.00 Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -7 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 03104 |( 2 ) 19010 |( 3 ) 18037 |CARCEL & G. CONSTRUCTION, L |SHELBY CONTRACTING CO., INC |REED CONTRACTING SERVICES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 710A126 52.000 SQFT| 21.00000 1092.00| 19.80000 1029.60| 20.00000 1040.00 Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0850 710B001 221.000 LF | 6.00000 1326.00| 9.30000 2055.30| 11.00000 2431.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0860 740B000 500.000 SQFT| 13.00000 6500.00| 16.21000 8105.00| 15.00000 7500.00 Construction Signs | | | 0870 740D000 150.000 EACH| 60.00000 9000.00| 33.00000 4950.00| 100.00000 15000.00 Channelizing Drums | | | 0880 740E000 100.000 EACH| 19.00000 1900.00| 6.00000 600.00| 10.00000 1000.00 Cones (36 Inches High) | | | 0890 740F002 4.000 EACH| 250.00000 1000.00| 198.00000 792.00| 300.00000 1200.00 Barricades, Type III | | | 0900 740I005 2.000 EACH| 450.00000 900.00| 92.40000 184.80| 600.00000 1200.00 Warning Lights, Type B (Detachable Head | | | 0910 740M001 100.000 EACH| 9.00000 900.00| 0.00000 0.00| 8.00000 800.00 Ballast For Cone | | | 0920 741C010 2.000 EACH| 3800.00000 7600.00| 2400.00000 4800.00| 6000.00000 12000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,270,618.54| $ 1,283,248.88| $ 1,341,033.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,270,618.54| $ 1,283,248.88| $ 1,341,033.15 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -8 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 96170.09000 96170.09| | Clearing & Grubbing (Approximately 8 | | | Acres) | | | 0020 206C002 235.000 SQYD| 7.17000 1684.95| | Removing Concrete Slope Paving | | | 0030 206C003 652.000 SQYD| 5.97000 3892.44| | Removing Concrete Flumes | | | 0040 206D000 1111.000 LF | 6.88000 7643.68| | Removing Pipe | | | 0050 206E050 17.000 EACH| 146.59000 2492.03| | Removing Slope Paved Headwall | | | 0060 210A000 15187.000 CUYD| 7.39000 112231.93| | Unclassified Excavation | | | 0070 210D000 16469.000 CUYD| 9.87000 162549.03| | Borrow Excavation | | | 0080 214A000 1402.000 CUYD| 5.79000 8117.58| | Structure Excavation | | | 0090 214B001 744.000 CUYD| 9.96000 7410.24| | Foundation Backfill, Commercial | | | 0100 231B002 1790.000 TON | 0.01000 17.90| | Roadbed Stabilizing Material, ALDOT | | | #410 (Modified) | | | 0110 301A008 93.000 SQYD| 5.33000 495.69| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0120 301A012 12294.000 SQYD| 4.70000 57781.80| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0130 401A000 11328.000 SQYD| 0.69000 7816.32| | Bituminous Treatment A | | | 0140 405A000 822.000 GAL | 1.47000 1208.34| | Tack Coat | | | 0150 408A053 25.000 SQYD| 9.00000 225.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0160 424A360 636.000 TON | 51.25000 32595.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -9 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A366 500.000 TON | 49.28000 24640.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0180 424B651 1304.000 TON | 38.17000 49773.68| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0190 424B655 29.000 TON | 55.95000 1622.55| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0200 424B659 2500.000 TON | 42.36000 105900.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424C360 1915.000 TON | 36.63000 70146.45| | Superpave Bituminous Concrete Base | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0220 430B035 33.000 TON | 14.09000 464.97| | Aggregate Surfacing (ALDOT #467, #410 | | | Modified, Or #57) | | | 0230 530A001 264.000 LF | 39.05000 10309.20| | 18" Roadway Pipe (Class 3 R.C.) | | | 0240 530A002 84.000 LF | 27.82000 2336.88| | 24" Roadway Pipe (Class 3 R.C.) | | | 0250 530A004 128.000 LF | 56.64000 7249.92| | 36" Roadway Pipe (Class 3 R.C.) | | | 0260 530B051 6.000 LF | 69.03000 414.18| | 21" Span, 15" Rise Roadway Pipe (14 | | | Gauge C.C.S.P.I.) | | | 0270 533A098 159.000 LF | 26.38000 4194.42| | 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0280 533A099 855.000 LF | 29.84000 25513.20| | 24" Storm Sewer Pipe (Class 3 R.C.) | | | 0290 533A100 314.000 LF | 45.34000 14236.76| | 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0300 533A101 217.000 LF | 62.35000 13529.95| | 36" Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -10 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 533A102 198.000 LF | 71.69000 14194.62| | 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0320 533A103 128.000 LF | 90.47000 11580.16| | 48" Storm Sewer Pipe (Class 3 R.C.) | | | 0330 535A085 60.000 LF | 28.71000 1722.60| | 24" Side Drain Pipe (Class 3 R.C.) | | | 0340 600A000 LUMP| 175548.24000 175548.24| | Mobilization | | | 0350 601A000 1.000 EACH| 14855.80000 14855.80| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0360 602A000 2.000 EACH| 200.47000 400.94| | Right Of Way Markers | | | 0370 602C000 8.000 EACH| 175.98000 1407.84| | Permanent Easement Marker | | | 0380 614A000 230.000 CUYD| 191.10000 43953.00| | Slope Paving | | | 0390 618A000 1578.000 SQYD| 31.97000 50448.66| | Concrete Sidewalk, 4" Thick | | | 0400 618B003 121.000 SQYD| 39.69000 4802.49| | Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0410 619A002 1.000 EACH| 831.49000 831.49| | 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 1.000 EACH| 895.25000 895.25| | 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A054 1.000 EACH| 1787.88000 1787.88| | 30" Roadway Pipe End Treatment, Class 2 | | | 0440 619A055 1.000 EACH| 2428.09000 2428.09| | 36" Roadway Pipe End Treatment, Class 2 | | | 0450 619A102 4.000 EACH| 895.25000 3581.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 620A000 1.000 CUYD| 558.14000 558.14| | Minor Structure Concrete | | | 0470 621A000 1.000 EACH| 1785.00000 1785.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0480 621A014 5.000 EACH| 5355.00000 26775.00| | Junction Boxes, Type 1, 1P, Or 5 | | | (Modified) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -11 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 621B000 1.000 EACH| 787.50000 787.50| | Junction Box Units, Type 1, 1P Or 5 | | | 0500 621C015 8.000 EACH| 2205.00000 17640.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0510 621C017 1.000 EACH| 2572.50000 2572.50| | Inlets, Type S1 Or S3 (2 Wing) | | | 0520 621C027 2.000 EACH| 1391.25000 2782.50| | Inlets, Type C | | | 0530 621C087 5.000 EACH| 3675.00000 18375.00| | Inlets, Type S2 Or S4 (1 Wing) | | | (Modified) | | | 0540 621D015 10.000 EACH| 535.50000 5355.00| | Inlet Units, Type S1 Or S3 | | | 0550 621D025 5.000 EACH| 819.00000 4095.00| | Inlet Units, Type S2 Or S4 (Modified) | | | 0560 623C003 2906.000 LF | 8.40000 24410.40| | Combination Curb & Gutter, Type C | | | (Modified) | | | 0570 650B000 765.000 CUYD| 6.02000 4605.30| | Topsoil From Stockpiles | | | 0580 652A050 2.000 ACRE| 1875.41000 3750.82| | Seeding (Mix 1A) | | | 0590 654A000 2870.000 SQYD| 4.05000 11623.50| | Solid Sodding | | | 0600 656A001 2.000 ACRE| 1458.43000 2916.86| | Mulching, Class A, Type 2 | | | 0610 665F000 56.000 EACH| 12.30000 688.80| | Hay Bales | | | 0620 665G000 120.000 EACH| 3.83000 459.60| | Sand Bags | | | 0630 665J000 3658.000 LF | 4.51000 16497.58| | Silt Fence, Type A | | | 0640 665O001 3658.000 LF | 0.87000 3182.46| | Silt Fence Removal | | | 0650 674A000 3500.000 LF | 2.25000 7875.00| | Construction Safety Fence | | | 0660 680A000 LUMP| 25782.09000 25782.09| | Engineering Controls | | | 0670 701A031 2.000 MILE| 1470.00000 2940.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -12 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 701B005 3131.000 LF | 1.05000 3287.55| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0690 701C000 1.000 MILE| 630.00000 630.00| | Broken Temporary Traffic Stripe | | | 0700 701C001 2.000 MILE| 682.50000 1365.00| | Solid Temporary Traffic Stripe | | | 0710 701G040 3107.000 LF | 0.53000 1646.71| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0720 701G050 98.000 LF | 1.05000 102.90| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0730 701G072 4328.000 LF | 0.53000 2293.84| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0740 703A002 1810.000 SQFT| 3.15000 5701.50| | Traffic Control Markings, Class 2, Type | | | A | | | 0750 703B002 404.000 SQFT| 4.10000 1656.40| | Traffic Control Legends, Class 2, Type | | | 0760 703D001 100.000 SQFT| 1.58000 158.00| | Temporary Traffic Control Markings | | | 0770 705A030 45.000 EACH| 6.30000 283.50| | Pavement Markers, Class A-H, Type 2-C | | | 0780 705A031 106.000 EACH| 6.30000 667.80| | Pavement Markers, Class A-H, Type 1-A | | | 0790 705A032 33.000 EACH| 6.30000 207.90| | Pavement Markers, Class A-H, Type 1-B | | | 0800 705A037 35.000 EACH| 6.30000 220.50| | Pavement Markers, Class A-H, Type 2-D | | | 0810 705A038 17.000 EACH| 6.30000 107.10| | Pavement Markers, Class A-H, Type 2-E | | | 0820 707B003 2.000 EACH| 168.53000 337.06| | Type A Hazard Marker Installation | | | 0830 710A115 46.000 SQFT| 16.29000 749.34| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 018 -13 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20041203018 COUNTIES : MADISON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0840 710A126 52.000 SQFT| 20.79000 1081.08| | Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 0850 710B001 221.000 LF | 8.72000 1927.12| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0860 740B000 500.000 SQFT| 8.15000 4075.00| | Construction Signs | | | 0870 740D000 150.000 EACH| 0.01000 1.50| | Channelizing Drums | | | 0880 740E000 100.000 EACH| 0.01000 1.00| | Cones (36 Inches High) | | | 0890 740F002 4.000 EACH| 185.38000 741.52| | Barricades, Type III | | | 0900 740I005 2.000 EACH| 526.65000 1053.30| | Warning Lights, Type B (Detachable Head | | | 0910 740M001 100.000 EACH| 0.01000 1.00| | Ballast For Cone | | | 0920 741C010 2.000 EACH| 1575.00000 3150.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,378,006.91| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,378,006.91| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 CONTRACT TIME : 360 Calendar Days CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : STPBH-7063(600) for constructing the Widening, Resurfacing, Traffic Stripe and Signals on Valley Road from Greensprings Highway to Beacon Parkway east in Birmingham. Length - 0.904 km -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16048 WALKER PATTON COMPANY, INC. $ 1,562,314.13 100.0000% 2 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 1,632,300.90 104.4797% 3 16039 PINKERTON CONSTRUCTION, INC. $ 1,894,017.00 121.2315% 4 01087 APAC-SOUTHEAST, INC. $ 2,794,798.39 178.8884% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 07003 |( 3 ) 16039 |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO |PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 55000.00000 55000.00| 22000.00000 22000.00| 50000.00000 50000.00 Clearing & Grubbing (Approximately 3 | | | Hectares) | | | 0020 206C010M 1421.000 M2 | 13.00000 18473.00| 3.00000 4263.00| 6.00000 8526.00 Removing Concrete Driveway | | | 0030 206D000M 329.000 M | 33.00000 10857.00| 17.00000 5593.00| 16.00000 5264.00 Removing Pipe | | | 0040 206D002M 186.000 M | 10.00000 1860.00| 12.00000 2232.00| 15.00000 2790.00 Removing Curb | | | 0050 206D003M 2051.000 M | 10.00000 20510.00| 8.00000 16408.00| 15.00000 30765.00 Removing Curb And Gutter | | | 0060 206E001M 21.000 EACH| 275.00000 5775.00| 250.00000 5250.00| 200.00000 4200.00 Removing Inlets | | | 0070 210A000M 2106.000 M3 | 17.77000 37423.62| 12.00000 25272.00| 15.00000 31590.00 Unclassified Excavation | | | 0080 214A000M 4183.000 M3 | 10.00000 41830.00| 10.00000 41830.00| 35.00000 146405.00 Structure Excavation | | | 0090 214B001M 754.000 M3 | 24.00000 18096.00| 24.00000 18096.00| 30.00000 22620.00 Foundation Backfill, Commercial | | | 0100 305B061M 100.000 MTON| 20.00000 2000.00| 19.00000 1900.00| 22.00000 2200.00 Coarse Aggregate, Section 801, (For | | | Miscellaneous Use) | | | 0110 405A000M 6580.000 L | 0.42000 2763.60| 0.50000 3290.00| 3.75000 24675.00 Tack Coat | | | 0120 408A051M 1070.000 M2 | 3.50000 3745.00| 4.00000 4280.00| 4.00000 4280.00 Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0130 408A052M 770.000 M2 | 3.85000 2964.50| 4.40000 3388.00| 4.50000 3465.00 Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0140 408A053M 1408.000 M2 | 4.05000 5702.40| 4.60000 6476.80| 4.75000 6688.00 Planing Existing Pavement | | | (Approximately 51 mm Thru 75 mm Thick) | | | 0150 408A054M 884.000 M2 | 4.50000 3978.00| 5.00000 4420.00| 6.00000 5304.00 Planing Existing Pavement | | | (Approximately 76 mm Thru 100 mm Thick) | | | 0160 408A056M 317.000 M2 | 5.85000 1854.45| 6.50000 2060.50| 6.50000 2060.50 Planing Existing Pavement | | | (Approximately 126 mm Thru 150 mm Thick)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 07003 |( 3 ) 16039 |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO |PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A361M 1473.000 MTON| 49.00000 72177.00| 50.00000 73650.00| 55.00000 81015.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424A367M 16.000 MTON| 90.00000 1440.00| 159.00000 2544.00| 100.00000 1600.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B651M 2440.000 MTON| 46.00000 112240.00| 46.00000 112240.00| 50.00000 122000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424B655M 25.000 MTON| 105.00000 2625.00| 171.00000 4275.00| 120.00000 3000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B659M 2275.000 MTON| 46.50000 105787.50| 58.50000 133087.50| 52.00000 118300.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424C360M 5215.000 MTON| 47.00000 245105.00| 48.00000 250320.00| 50.00000 260750.00 Superpave Bituminous Concrete Base | | | Layer, 25mm Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0230 430B026M 427.000 MTON| 40.00000 17080.00| 30.00000 12810.00| 27.00000 11529.00 Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0240 530A001M 43.000 M | 80.00000 3440.00| 121.00000 5203.00| 93.00000 3999.00 450 mm Roadway Pipe (Class 3 R.C.) | | | 0250 530A002M 19.000 M | 141.00000 2679.00| 175.00000 3325.00| 133.00000 2527.00 600 mm Roadway Pipe (Class 3 R.C.) | | | 0260 530A003M 188.000 M | 210.00000 39480.00| 160.00000 30080.00| 167.00000 31396.00 750 mm Roadway Pipe (Class 3 R.C.) | | | 0270 530A005M 21.000 M | 338.00000 7098.00| 321.00000 6741.00| 283.00000 5943.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0280 530A006M 4.000 M | 427.00000 1708.00| 382.00000 1528.00| 360.00000 1440.00 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0290 530B001M 5.000 M | 203.00000 1015.00| 172.00000 860.00| 125.00000 625.00 560 mm Span X 345 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 07003 |( 3 ) 16039 |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO |PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 532A035M 21.000 M | 455.00000 9555.00| 194.00000 4074.00| 440.00000 9240.00 900 mm Slotted Drain Pipe | | | 0310 533A098M 345.000 M | 80.00000 27600.00| 111.00000 38295.00| 93.00000 32085.00 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0320 533A099M 90.000 M | 141.00000 12690.00| 146.00000 13140.00| 133.00000 11970.00 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0330 533A102M 149.000 M | 338.00000 50362.00| 296.00000 44104.00| 283.00000 42167.00 1050 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0340 533A103M 2.000 M | 427.00000 854.00| 382.00000 764.00| 360.00000 720.00 1200 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0350 533B098M 35.000 M | 224.00000 7840.00| 172.00000 6020.00| 125.00000 4375.00 560 mm Span, 345 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0360 533B099M 8.000 M | 300.00000 2400.00| 200.00000 1600.00| 211.00000 1688.00 725 mm Span, 460 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0370 600A000M LUMP| 93691.00000 93691.00| 128000.00000 128000.00| 80000.00000 80000.00 Mobilization | | | 0380 601A000M 1.000 EACH| 18000.00000 18000.00| 8800.00000 8800.00| 15000.00000 15000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0390 602A000M 15.000 EACH| 150.00000 2250.00| 125.00000 1875.00| 150.00000 2250.00 Right Of Way Markers | | | 0400 602C000M 13.000 EACH| 150.00000 1950.00| 125.00000 1625.00| 150.00000 1950.00 Permanent Easement Marker | | | 0410 606A000M 30.000 M | 38.00000 1140.00| 18.00000 540.00| 67.00000 2010.00 150 mm Underdrain Pipe | | | 0420 618A000M 206.000 M2 | 28.00000 5768.00| 45.00000 9270.00| 42.00000 8652.00 Concrete Sidewalk, 100 mm Thick | | | 0430 618B003M 950.000 M2 | 32.00000 30400.00| 56.00000 53200.00| 54.00000 51300.00 Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0440 620A000M 5.000 M3 | 700.00000 3500.00| 400.00000 2000.00| 1000.00000 5000.00 Minor Structure Concrete | | | 0450 621A001M 21.000 EACH| 2000.00000 42000.00| 1550.00000 32550.00| 1860.00000 39060.00 Junction Boxes, Type 1, 2P Or 5 | | | 0460 621A009M 2.000 EACH| 2000.00000 4000.00| 1772.00000 3544.00| 2811.00000 5622.00 Junction Boxes, Type 2P | | | 0470 621A017M 3.000 EACH| 2000.00000 6000.00| 1640.00000 4920.00| 2133.00000 6399.00 Junction Boxes, Type 4, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -5 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 07003 |( 3 ) 16039 |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO |PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 621B001M 15.000 EACH| 500.00000 7500.00| 963.00000 14445.00| 500.00000 7500.00 Junction Box Units, Type 1, 2P Or 5 | | | 0490 621B009M 6.000 EACH| 500.00000 3000.00| 980.00000 5880.00| 553.00000 3318.00 Junction Box Units, Type 2P | | | 0500 621B019M 4.000 EACH| 500.00000 2000.00| 1040.00000 4160.00| 400.00000 1600.00 Junction Box Units, Type 4, 2P Or 5 | | | 0510 621C001M 1.000 EACH| 2300.00000 2300.00| 2020.00000 2020.00| 1800.00000 1800.00 Inlets, Type B | | | 0520 621C015M 28.000 EACH| 2300.00000 64400.00| 2680.00000 75040.00| 1600.00000 44800.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0530 621C016M 7.000 EACH| 2000.00000 14000.00| 2755.00000 19285.00| 5100.00000 35700.00 Inlets, Type S2 Or S4 (1 Wing) | | | 0540 621C017M 3.000 EACH| 2300.00000 6900.00| 3100.00000 9300.00| 2800.00000 8400.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0550 621C018M 2.000 EACH| 2300.00000 4600.00| 3300.00000 6600.00| 4100.00000 8200.00 Inlets, Type S2 Or S4 (2 Wing) | | | 0560 621C027M 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 1400.00000 2800.00 Inlets, Type C | | | 0570 621D002M 2.000 EACH| 500.00000 1000.00| 800.00000 1600.00| 350.00000 700.00 Inlet Units, Type C | | | 0580 621D015M 8.000 EACH| 500.00000 4000.00| 815.00000 6520.00| 350.00000 2800.00 Inlet Units, Type S1 Or S3 | | | 0590 621D016M 6.000 EACH| 500.00000 3000.00| 860.00000 5160.00| 350.00000 2100.00 Inlet Units, Type S2 Or S4 | | | 0600 621E001M 4.000 EACH| 2000.00000 8000.00| 1500.00000 6000.00| 2500.00000 10000.00 Manholes, Type M | | | 0610 621F002M 2.000 EACH| 500.00000 1000.00| 700.00000 1400.00| 600.00000 1200.00 Manhole Units, Type M | | | 0620 623A000M 346.000 M | 62.33000 21566.18| 45.00000 15570.00| 67.00000 23182.00 Concrete Gutter | | | 0630 623B002M 312.000 M | 39.32000 12267.84| 34.00000 10608.00| 50.00000 15600.00 Concrete Curb, Type A | | | 0640 623C000M 1800.000 M | 30.35000 54630.00| 33.00000 59400.00| 67.00000 120600.00 Combination Curb & Gutter, Type C | | | 0650 623C003M 239.000 M | 32.81000 7841.59| 33.00000 7887.00| 57.00000 13623.00 Combination Curb & Gutter, Type C | | | (Modified) | | | 0660 650A000M 460.000 M3 | 14.00000 6440.00| 10.00000 4600.00| 25.00000 11500.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -6 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 07003 |( 3 ) 16039 |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO |PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 652B050M 1.000 HA | 1800.00000 1800.00| 1300.00000 1300.00| 3500.00000 3500.00 Temporary Seeding (Mix 1AT) | | | 0680 652D050M 1.000 HA | 2500.00000 2500.00| 1300.00000 1300.00| 3500.00000 3500.00 Seeding In Stubble (Mix 1A) | | | 0690 654A001M 4560.000 M2 | 6.00000 27360.00| 4.50000 20520.00| 10.00000 45600.00 Solid Sodding (Bermuda) | | | 0700 659A001M 782.000 M2 | 2.40000 1876.80| 2.30000 1798.60| 2.00000 1564.00 Erosion Control Netting, Class B | | | 0710 665G000M 150.000 EACH| 3.00000 450.00| 6.00000 900.00| 6.00000 900.00 Sand Bags | | | 0720 665J000M 840.000 M | 10.70000 8988.00| 10.00000 8400.00| 20.00000 16800.00 Silt Fence, Type A | | | 0730 665O001M 840.000 M | 6.92000 5812.80| 0.70000 588.00| 4.00000 3360.00 Silt Fence Removal | | | 0740 666A001M 1.000 HA | 124.00000 124.00| 80.00000 80.00| 200.00000 200.00 Pest Control Treatment | | | 0750 680A000M LUMP| 30000.00000 30000.00| 69000.00000 69000.00| 90000.00000 90000.00 Engineering Controls | | | 0760 701A031M 1.000 KM | 750.00000 750.00| 800.00000 800.00| 825.00000 825.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) | | | 0770 701A036M 2.000 KM | 750.00000 1500.00| 800.00000 1600.00| 825.00000 1650.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) | | | 0780 701A040M 1.000 KM | 500.00000 500.00| 550.00000 550.00| 550.00000 550.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0790 701A045M 1.000 KM | 500.00000 500.00| 550.00000 550.00| 550.00000 550.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0800 701C000M 1.000 KM | 200.00000 200.00| 220.00000 220.00| 210.00000 210.00 Broken Temporary Traffic Stripe | | | 0810 701C001M 1.000 KM | 280.00000 280.00| 300.00000 300.00| 308.00000 308.00 Solid Temporary Traffic Stripe | | | 0820 701D007M 1.000 KM | 890.00000 890.00| 1000.00000 1000.00| 980.00000 980.00 Solid Traffic Stripe Removed (Paint) | | | 0830 701D014M 1.000 KM | 590.00000 590.00| 700.00000 700.00| 650.00000 650.00 Broken Traffic Stripe Removed (Paint) | | | 0840 703A002M 74.000 M2 | 24.00000 1776.00| 28.00000 2072.00| 27.00000 1998.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -7 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 07003 |( 3 ) 16039 |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO |PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 703B002M 15.000 M2 | 24.00000 360.00| 28.00000 420.00| 27.00000 405.00 Traffic Control Legends, Class 2, Type | | | 0860 705A030M 3.000 EACH| 5.00000 15.00| 6.00000 18.00| 6.00000 18.00 Pavement Markers, Class A-H, Type 2-C | | | 0870 705A031M 69.000 EACH| 5.00000 345.00| 6.00000 414.00| 5.50000 379.50 Pavement Markers, Class A-H, Type 1-A | | | 0880 705A037M 36.000 EACH| 5.00000 180.00| 6.00000 216.00| 6.00000 216.00 Pavement Markers, Class A-H, Type 2-D | | | 0890 710A115M 1.000 M2 | 66.00000 66.00| 77.00000 77.00| 77.00000 77.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 0900 710B001M 4.000 M | 32.50000 130.00| 38.00000 152.00| 38.00000 152.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0910 730A000M LUMP| 596.00000 596.00| 700.00000 700.00| 682.00000 682.00 Removal Of Existing Traffic Control | | | Unit Valley Ave. & Palisades/Beacon | | | Pkwy West | | | 0920 730C000M LUMP| 4198.00000 4198.00| 7500.00000 7500.00| 6883.00000 6883.00 Furnishing And Installing Traffic | | | Control Unit( Valley Ave. & | | | Palisades/Beacon Pkwy West | | | 0930 730E000M 4.000 EACH| 1365.33000 5461.32| 1400.00000 5600.00| 1320.00000 5280.00 Metal Traffic Signal Pole Foundation | | | 0940 730G001M 4.000 EACH| 5124.71000 20498.84| 4800.00000 19200.00| 4429.00000 17716.00 Metal Traffic Signal Strain Pole | | | 0950 730H001M 1073.000 M | 7.55000 8101.15| 12.00000 12876.00| 11.00000 11803.00 Loop Wire | | | 0960 730I001M 297.000 M | 4.83000 1434.51| 3.50000 1039.50| 4.00000 1188.00 Loop Dectector Lead-In-Cable | | | 0970 730J010M 9.000 EACH| 121.45000 1093.05| 102.00000 918.00| 94.00000 846.00 Vehicle Loop Detector | | | 0980 730K000M 4.000 EACH| 270.61000 1082.44| 300.00000 1200.00| 275.00000 1100.00 Traffic Signal Junction Box | | | 0990 730L000M 7.000 M | 23.66000 165.62| 9.00000 63.00| 9.00000 63.00 21Millimeter, Metallic, Conduit | | | 1000 730L002M 12.000 M | 24.87000 298.44| 21.00000 252.00| 20.00000 240.00 27Millimeter Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -8 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 16048 |( 2 ) 07003 |( 3 ) 16039 |WALKER PATTON COMPANY, INC. |R.E. GRILLS CONSTRUCTION CO |PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 730L003M 7.000 M | 11.23000 78.61| 10.00000 70.00| 10.00000 70.00 27 Millimeter Non-Metallic, Conduit | | | 1020 730L005M 74.000 M | 17.00000 1258.00| 16.00000 1184.00| 16.00000 1184.00 53 Millimeter Non-Metallic, Conduit | | | 1030 730N010M 4.000 EACH| 400.00000 1600.00| 570.00000 2280.00| 525.00000 2100.00 Luminaire Extension Assembly, (3.7m) | | | 1040 730P011M 6.000 EACH| 381.11000 2286.66| 550.00000 3300.00| 515.00000 3090.00 Vehicular Signal Head, 300 Millimeter 3 | | | Section, Type Incandescent | | | 1050 730P013M 2.000 EACH| 1200.00000 2400.00| 900.00000 1800.00| 840.00000 1680.00 Vehicular Signal Head, 300 Millimeter, | | | 5 Section, Type Incandescent | | | 1060 730R022M 1.000 EACH| 9985.21000 9985.21| 15000.00000 15000.00| 10725.00000 10725.00 Controller Assembly, Type III, 8 Phase | | | 1070 730T000M 1.000 EACH| 850.00000 850.00| 414.00000 414.00| 390.00000 390.00 Wood Pole | | | 1080 740B000M 50.000 M2 | 78.00000 3900.00| 100.00000 5000.00| 91.00000 4550.00 Construction Signs | | | 1090 740D000M 165.000 EACH| 55.00000 9075.00| 88.00000 14520.00| 64.00000 10560.00 Channelizing Drums | | | 1100 740E000M 85.000 EACH| 12.00000 1020.00| 15.00000 1275.00| 11.00000 935.00 Cones (900 mm High) | | | 1110 740F002M 6.000 EACH| 165.00000 990.00| 190.00000 1140.00| 192.00000 1152.00 Barricades, Type III | | | 1120 740I005M 4.000 EACH| 400.00000 1600.00| 420.00000 1680.00| 460.00000 1840.00 Warning Lights, Type B (Detachable Head | | | 1130 740M001M 85.000 EACH| 7.00000 595.00| 7.00000 595.00| 8.00000 680.00 Ballast For Cone | | | 1140 741C010M 1.000 EACH| 3600.00000 3600.00| 4500.00000 4500.00| 5000.00000 5000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,562,314.13| $ 1,632,300.90| $ 1,894,017.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,562,314.13| $ 1,632,300.90| $ 1,894,017.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -9 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000M LUMP| 50760.00000 50760.00| | Clearing & Grubbing (Approximately 3 | | | Hectares) | | | 0020 206C010M 1421.000 M2 | 35.18000 49990.78| | Removing Concrete Driveway | | | 0030 206D000M 329.000 M | 41.58000 13679.82| | Removing Pipe | | | 0040 206D002M 186.000 M | 46.00000 8556.00| | Removing Curb | | | 0050 206D003M 2051.000 M | 54.25000 111266.75| | Removing Curb And Gutter | | | 0060 206E001M 21.000 EACH| 317.00000 6657.00| | Removing Inlets | | | 0070 210A000M 2106.000 M3 | 60.35000 127097.10| | Unclassified Excavation | | | 0080 214A000M 4183.000 M3 | 42.00000 175686.00| | Structure Excavation | | | 0090 214B001M 754.000 M3 | 36.65000 27634.10| | Foundation Backfill, Commercial | | | 0100 305B061M 100.000 MTON| 46.35000 4635.00| | Coarse Aggregate, Section 801, (For | | | Miscellaneous Use) | | | 0110 405A000M 6580.000 L | 0.37000 2434.60| | Tack Coat | | | 0120 408A051M 1070.000 M2 | 20.86000 22320.20| | Planing Existing Pavement | | | (Approximately 0 mm Thru 25 mm Thick) | | | 0130 408A052M 770.000 M2 | 16.90000 13013.00| | Planing Existing Pavement | | | (Approximately 26 mm Thru 50 mm Thick) | | | 0140 408A053M 1408.000 M2 | 23.75000 33440.00| | Planing Existing Pavement | | | (Approximately 51 mm Thru 75 mm Thick) | | | 0150 408A054M 884.000 M2 | 25.24000 22312.16| | Planing Existing Pavement | | | (Approximately 76 mm Thru 100 mm Thick) | | | 0160 408A056M 317.000 M2 | 41.05000 13012.85| | Planing Existing Pavement | | | (Approximately 126 mm Thru 150 mm Thick)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -10 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A361M 1473.000 MTON| 69.55000 102447.15| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 19.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0180 424A367M 16.000 MTON| 212.00000 3392.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0190 424B651M 2440.000 MTON| 92.65000 226066.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 25.0mm Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424B655M 25.000 MTON| 217.50000 5437.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424B659M 2275.000 MTON| 68.05000 154813.75| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 25.0mm Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424C360M 5215.000 MTON| 66.40000 346276.00| | Superpave Bituminous Concrete Base | | | Layer, 25mm Maximum Aggregate Size Mix, | | | ESAL Range C/D | | | 0230 430B026M 427.000 MTON| 52.20000 22289.40| | Aggregate Surfacing (ALDOT #467, #57 Or | | | #810) | | | 0240 530A001M 43.000 M | 275.00000 11825.00| | 450 mm Roadway Pipe (Class 3 R.C.) | | | 0250 530A002M 19.000 M | 275.00000 5225.00| | 600 mm Roadway Pipe (Class 3 R.C.) | | | 0260 530A003M 188.000 M | 315.00000 59220.00| | 750 mm Roadway Pipe (Class 3 R.C.) | | | 0270 530A005M 21.000 M | 503.00000 10563.00| | 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0280 530A006M 4.000 M | 1725.00000 6900.00| | 1200 mm Roadway Pipe (Class 3 R.C.) | | | 0290 530B001M 5.000 M | 1255.00000 6275.00| | 560 mm Span X 345 mm Rise Roadway Pipe | | | (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -11 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 532A035M 21.000 M | 703.00000 14763.00| | 900 mm Slotted Drain Pipe | | | 0310 533A098M 345.000 M | 219.00000 75555.00| | 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0320 533A099M 90.000 M | 235.00000 21150.00| | 600 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0330 533A102M 149.000 M | 317.00000 47233.00| | 1050 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0340 533A103M 2.000 M | 1990.00000 3980.00| | 1200 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0350 533B098M 35.000 M | 365.00000 12775.00| | 560 mm Span, 345 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0360 533B099M 8.000 M | 895.00000 7160.00| | 725 mm Span, 460 mm Rise Storm Sewer | | | Pipe (Class 3 R.C.) | | | 0370 600A000M LUMP| 146565.00000 146565.00| | Mobilization | | | 0380 601A000M 1.000 EACH| 21675.00000 21675.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0390 602A000M 15.000 EACH| 239.00000 3585.00| | Right Of Way Markers | | | 0400 602C000M 13.000 EACH| 555.00000 7215.00| | Permanent Easement Marker | | | 0410 606A000M 30.000 M | 122.00000 3660.00| | 150 mm Underdrain Pipe | | | 0420 618A000M 206.000 M2 | 43.20000 8899.20| | Concrete Sidewalk, 100 mm Thick | | | 0430 618B003M 950.000 M2 | 48.60000 46170.00| | Concrete Driveway, 150 mm Thick | | | (Includes Wire Mesh) | | | 0440 620A000M 5.000 M3 | 1026.00000 5130.00| | Minor Structure Concrete | | | 0450 621A001M 21.000 EACH| 3780.00000 79380.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0460 621A009M 2.000 EACH| 6480.00000 12960.00| | Junction Boxes, Type 2P | | | 0470 621A017M 3.000 EACH| 7020.00000 21060.00| | Junction Boxes, Type 4, 2P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -12 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 621B001M 15.000 EACH| 1080.00000 16200.00| | Junction Box Units, Type 1, 2P Or 5 | | | 0490 621B009M 6.000 EACH| 1080.00000 6480.00| | Junction Box Units, Type 2P | | | 0500 621B019M 4.000 EACH| 1620.00000 6480.00| | Junction Box Units, Type 4, 2P Or 5 | | | 0510 621C001M 1.000 EACH| 1620.00000 1620.00| | Inlets, Type B | | | 0520 621C015M 28.000 EACH| 3240.00000 90720.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0530 621C016M 7.000 EACH| 3240.00000 22680.00| | Inlets, Type S2 Or S4 (1 Wing) | | | 0540 621C017M 3.000 EACH| 3780.00000 11340.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0550 621C018M 2.000 EACH| 3780.00000 7560.00| | Inlets, Type S2 Or S4 (2 Wing) | | | 0560 621C027M 2.000 EACH| 2376.00000 4752.00| | Inlets, Type C | | | 0570 621D002M 2.000 EACH| 810.00000 1620.00| | Inlet Units, Type C | | | 0580 621D015M 8.000 EACH| 810.00000 6480.00| | Inlet Units, Type S1 Or S3 | | | 0590 621D016M 6.000 EACH| 810.00000 4860.00| | Inlet Units, Type S2 Or S4 | | | 0600 621E001M 4.000 EACH| 4860.00000 19440.00| | Manholes, Type M | | | 0610 621F002M 2.000 EACH| 1080.00000 2160.00| | Manhole Units, Type M | | | 0620 623A000M 346.000 M | 62.10000 21486.60| | Concrete Gutter | | | 0630 623B002M 312.000 M | 51.84000 16174.08| | Concrete Curb, Type A | | | 0640 623C000M 1800.000 M | 52.92000 95256.00| | Combination Curb & Gutter, Type C | | | 0650 623C003M 239.000 M | 48.06000 11486.34| | Combination Curb & Gutter, Type C | | | (Modified) | | | 0660 650A000M 460.000 M3 | 92.10000 42366.00| | Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -13 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 652B050M 1.000 HA | 2135.00000 2135.00| | Temporary Seeding (Mix 1AT) | | | 0680 652D050M 1.000 HA | 2670.00000 2670.00| | Seeding In Stubble (Mix 1A) | | | 0690 654A001M 4560.000 M2 | 6.50000 29640.00| | Solid Sodding (Bermuda) | | | 0700 659A001M 782.000 M2 | 2.59000 2025.38| | Erosion Control Netting, Class B | | | 0710 665G000M 150.000 EACH| 7.85000 1177.50| | Sand Bags | | | 0720 665J000M 840.000 M | 21.60000 18144.00| | Silt Fence, Type A | | | 0730 665O001M 840.000 M | 8.15000 6846.00| | Silt Fence Removal | | | 0740 666A001M 1.000 HA | 100.00000 100.00| | Pest Control Treatment | | | 0750 680A000M LUMP| 55350.00000 55350.00| | Engineering Controls | | | 0760 701A031M 1.000 KM | 810.00000 810.00| | Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) | | | 0770 701A036M 2.000 KM | 810.00000 1620.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) | | | 0780 701A040M 1.000 KM | 540.00000 540.00| | Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0790 701A045M 1.000 KM | 540.00000 540.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) | | | 0800 701C000M 1.000 KM | 216.00000 216.00| | Broken Temporary Traffic Stripe | | | 0810 701C001M 1.000 KM | 302.40000 302.40| | Solid Temporary Traffic Stripe | | | 0820 701D007M 1.000 KM | 961.20000 961.20| | Solid Traffic Stripe Removed (Paint) | | | 0830 701D014M 1.000 KM | 637.20000 637.20| | Broken Traffic Stripe Removed (Paint) | | | 0840 703A002M 74.000 M2 | 26.00000 1924.00| | Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -14 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0850 703B002M 15.000 M2 | 26.00000 390.00| | Traffic Control Legends, Class 2, Type | | | 0860 705A030M 3.000 EACH| 5.40000 16.20| | Pavement Markers, Class A-H, Type 2-C | | | 0870 705A031M 69.000 EACH| 5.40000 372.60| | Pavement Markers, Class A-H, Type 1-A | | | 0880 705A037M 36.000 EACH| 5.40000 194.40| | Pavement Markers, Class A-H, Type 2-D | | | 0890 710A115M 1.000 M2 | 103.00000 103.00| | Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 0900 710B001M 4.000 M | 48.60000 194.40| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0910 730A000M LUMP| 670.00000 670.00| | Removal Of Existing Traffic Control | | | Unit Valley Ave. & Palisades/Beacon | | | Pkwy West | | | 0920 730C000M LUMP| 6760.00000 6760.00| | Furnishing And Installing Traffic | | | Control Unit( Valley Ave. & | | | Palisades/Beacon Pkwy West | | | 0930 730E000M 4.000 EACH| 1296.00000 5184.00| | Metal Traffic Signal Pole Foundation | | | 0940 730G001M 4.000 EACH| 4348.00000 17392.00| | Metal Traffic Signal Strain Pole | | | 0950 730H001M 1073.000 M | 10.80000 11588.40| | Loop Wire | | | 0960 730I001M 297.000 M | 3.55000 1054.35| | Loop Dectector Lead-In-Cable | | | 0970 730J010M 9.000 EACH| 91.80000 826.20| | Vehicle Loop Detector | | | 0980 730K000M 4.000 EACH| 270.00000 1080.00| | Traffic Signal Junction Box | | | 0990 730L000M 7.000 M | 8.15000 57.05| | 21Millimeter, Metallic, Conduit | | | 1000 730L002M 12.000 M | 19.45000 233.40| | 27Millimeter Metallic, Conduit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 019 -15 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20041203019 COUNTIES : JEFFERSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1010 730L003M 7.000 M | 9.25000 64.75| | 27 Millimeter Non-Metallic, Conduit | | | 1020 730L005M 74.000 M | 15.00000 1110.00| | 53 Millimeter Non-Metallic, Conduit | | | 1030 730N010M 4.000 EACH| 513.00000 2052.00| | Luminaire Extension Assembly, (3.7m) | | | 1040 730P011M 6.000 EACH| 504.50000 3027.00| | Vehicular Signal Head, 300 Millimeter 3 | | | Section, Type Incandescent | | | 1050 730P013M 2.000 EACH| 823.00000 1646.00| | Vehicular Signal Head, 300 Millimeter, | | | 5 Section, Type Incandescent | | | 1060 730R022M 1.000 EACH| 10530.00000 10530.00| | Controller Assembly, Type III, 8 Phase | | | 1070 730T000M 1.000 EACH| 382.50000 382.50| | Wood Pole | | | 1080 740B000M 50.000 M2 | 103.65000 5182.50| | Construction Signs | | | 1090 740D000M 165.000 EACH| 95.35000 15732.75| | Channelizing Drums | | | 1100 740E000M 85.000 EACH| 28.04500 2383.83| | Cones (900 mm High) | | | 1110 740F002M 6.000 EACH| 386.00000 2316.00| | Barricades, Type III | | | 1120 740I005M 4.000 EACH| 427.00000 1708.00| | Warning Lights, Type B (Detachable Head | | | 1130 740M001M 85.000 EACH| 12.60000 1071.00| | Ballast For Cone | | | 1140 741C010M 1.000 EACH| 4536.00000 4536.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,794,798.39| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,794,798.39| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20041203020 COUNTIES : GREENE LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN04(220) for constructing the Widening, Resurfacing, and Traffic Stripe on various sites as indicated by the plans. Length - 11.807 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,510,951.28 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20041203020 COUNTIES : GREENE LETTING DATE : 12/03/04 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 206D001 380.000 LF | 4.50000 1710.00| | Removing Guardrail | | | 0020 210D021 2290.000 CUYD| 11.00000 25190.00| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0030 405A000 11350.000 GAL | 1.10000 12485.00| | Tack Coat | | | 0040 424A336 6045.000 TON | 51.20000 309504.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range A/B | | | 0050 424A346 1300.000 TON | 50.50000 65650.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B636 18870.000 TON | 43.88000 828015.60| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0070 424B640 275.000 TON | 60.00000 16500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424B647 1716.000 TON | 62.73000 107644.68| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 600A000 LUMP| 70600.00000 70600.00| | Mobilization | | | 0100 630A004 380.000 LF | 21.50000 8170.00| | Steel Beam Guardrail, Class B, Type 2 | | | 0110 630C022 4.000 EACH| 1800.00000 7200.00| | Guardrail End Anchor, Type Special | | | 0120 630C070 4.000 EACH| 1600.00000 6400.00| | Guardrail End Anchor, Type 10 Series | | | 0130 665F000 650.000 EACH| 6.50000 4225.00| | Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20041203020 COUNTIES : GREENE LETTING DATE : 12/03/04 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 665J000 2800.000 LF | 3.75000 10500.00| | Silt Fence, Type A | | | 0150 665O001 2800.000 LF | 0.50000 1400.00| | Silt Fence Removal | | | 0160 701A004 24.000 MILE| 480.00000 11520.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0170 701A008 11.000 MILE| 225.00000 2475.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0180 701A012 8.000 MILE| 480.00000 3840.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0190 701C000 9.000 MILE| 550.00000 4950.00| | Broken Temporary Traffic Stripe | | | 0200 701C001 6.000 MILE| 650.00000 3900.00| | Solid Temporary Traffic Stripe | | | 0210 705A032 365.000 EACH| 5.50000 2007.50| | Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 555.000 EACH| 5.50000 3052.50| | Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 418.000 SQFT| 9.00000 3762.00| | Construction Signs | | | 0240 740E000 125.000 EACH| 1.00000 125.00| | Cones (36 Inches High) | | | 0250 740M001 125.000 EACH| 1.00000 125.00| | Ballast For Cone | | | SECTION TOTALS | $ 1,510,951.28| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,510,951.28| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20041203021 COUNTIES : DALLAS LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN05(201) for constructing the Widening, Resurfacing, and Traffic Stripe on various sites as indicated by the plans. Length - 13.679 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19100 SOUTHWEST ALABAMA CONSTRUCTION, LLC $ 1,114,499.61 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,447,202.05 129.8522% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,539,366.54 138.1218% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20041203021 COUNTIES : DALLAS LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19100 |( 2 ) 01087 |( 3 ) 23024 |SOUTHWEST ALABAMA CONSTRUCT |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 210D021 6487.000 CUYD| 8.45000 54815.15| 14.10000 91466.70| 4.00000 25948.00 Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 405A000 7786.000 GAL | 1.25000 9732.50| 1.00000 7786.00| 1.75000 13625.50 Tack Coat | | | 0030 424A341 13304.000 TON | 37.50000 498900.00| 52.40000 697129.60| 55.00000 731720.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A344 83.000 TON | 75.00000 6225.00| 70.00000 5810.00| 125.00000 10375.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424A346 4613.000 TON | 38.25000 176447.25| 49.75000 229496.75| 58.58000 270229.54 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B648 3516.000 TON | 43.10000 151539.60| 51.50000 181074.00| 53.03000 186453.48 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0070 600A000 LUMP| 40233.11000 40233.11| 35000.00000 35000.00| 125000.00000 125000.00 Mobilization | | | 0080 630A004 648.000 LF | 30.00000 19440.00| 49.00000 31752.00| 29.05000 18824.40 Steel Beam Guardrail, Class B, Type 2 | | | 0090 630C022 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| 1427.05000 11416.40 Guardrail End Anchor, Type Special | | | 0100 630C050 8.000 EACH| 2250.00000 18000.00| 2500.00000 20000.00| 1936.71000 15493.68 Guardrail End Anchor, Type 20 Series | | | 0110 652A056 14.000 ACRE| 465.00000 6510.00| 400.00000 5600.00| 509.66000 7135.24 Seeding (Mix 2E) | | | 0120 656A000 14.000 ACRE| 450.00000 6300.00| 370.00000 5180.00| 509.66000 7135.24 Mulching, Class A, Type 1 | | | 0130 665A000 14.000 ACRE| 350.00000 4900.00| 350.00000 4900.00| 305.80000 4281.20 Temporary Seeding | | | 0140 665B000 14.000 ACRE| 350.00000 4900.00| 320.00000 4480.00| 305.80000 4281.20 Temporary Mulching | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20041203021 COUNTIES : DALLAS LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 19100 |( 2 ) 01087 |( 3 ) 23024 |SOUTHWEST ALABAMA CONSTRUCT |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 665F000 2450.000 EACH| 6.00000 14700.00| 6.80000 16660.00| 6.12000 14994.00 Hay Bales | | | 0160 665J000 4900.000 LF | 3.50000 17150.00| 3.00000 14700.00| 3.57000 17493.00 Silt Fence, Type A | | | 0170 665O001 4900.000 LF | 0.50000 2450.00| 0.10000 490.00| 0.51000 2499.00 Silt Fence Removal | | | 0180 701A030 28.000 MILE| 820.00000 22960.00| 820.00000 22960.00| 844.73000 23652.44 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0190 701A034 22.000 MILE| 820.00000 18040.00| 820.00000 18040.00| 844.73000 18584.06 Solid Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0200 701A044 7.000 MILE| 360.00000 2520.00| 360.00000 2520.00| 370.86000 2596.02 Broken Yellow, Class 2T, Type A Traffic | | | Stripe | | | 0210 701C000 4.000 MILE| 520.00000 2080.00| 520.00000 2080.00| 535.69000 2142.76 Broken Temporary Traffic Stripe | | | 0220 701C001 15.000 MILE| 590.00000 8850.00| 590.00000 8850.00| 607.80000 9117.00 Solid Temporary Traffic Stripe | | | 0230 703A004 120.000 SQFT| 5.00000 600.00| 5.00000 600.00| 5.15000 618.00 Traffic Control Markings, Class 2T, | | | Type A | | | 0240 705A032 198.000 EACH| 5.50000 1089.00| 5.50000 1089.00| 5.67000 1122.66 Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 1056.000 EACH| 5.50000 5808.00| 5.50000 5808.00| 5.67000 5987.52 Pavement Markers, Class A-H, Type 2-D | | | 0260 740B000 720.000 SQFT| 8.00000 5760.00| 9.00000 6480.00| 7.86000 5659.20 Construction Signs | | | 0270 740E000 100.000 EACH| 10.50000 1050.00| 20.00000 2000.00| 17.82000 1782.00 Cones (36 Inches High) | | | 0280 740O000 1.000 EACH| 1500.00000 1500.00| 13250.00000 13250.00| 1200.00000 1200.00 Pilot Car | | | SECTION TOTALS | $ 1,114,499.61| $ 1,447,202.05| $ 1,539,366.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,114,499.61| $ 1,447,202.05| $ 1,539,366.54 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20041203023 COUNTIES : COOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPOA-1914(200) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#511 from S.R.#9 in Goodwater to the Clay county line. Length - 4.949 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 737,773.66 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 747,504.37 101.3189% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 768,498.70 104.1646% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20041203023 COUNTIES : COOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( 3 ) 13022 |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 600.000 CUYD| 14.34000 8604.00| 24.58000 14748.00| 15.00000 9000.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0020 401B108 70073.000 SQYD| 0.77000 53956.21| 0.72000 50452.56| 0.90000 63065.70 Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 7000.000 GAL | 1.10000 7700.00| 1.57000 10990.00| 1.00000 7000.00 Tack Coat | | | 0040 429A200 5050.000 TON | 44.46000 224523.00| 30.13000 152156.50| 45.00000 227250.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0050 429A206 950.000 TON | 50.47000 47946.50| 56.38000 53561.00| 45.00000 42750.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0060 429B200 5781.000 TON | 40.95000 236731.95| 41.18000 238061.58| 42.00000 242802.00 Improved Bituminous Concrete Binder | | | Layer, 3/4" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0070 429B204 350.000 TON | 70.30000 24605.00| 79.28000 27748.00| 65.00000 22750.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0080 429C211 950.000 TON | 45.60000 43320.00| 44.12000 41914.00| 42.00000 39900.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0090 600A000 LUMP| 29742.34000 29742.34| 99037.73000 99037.73| 51500.00000 51500.00 Mobilization | | | 0100 630A001 100.000 LF | 20.78000 2078.00| 18.90000 1890.00| 18.50000 1850.00 Steel Beam Guardrail, Class A, Type 2 | | | 0110 630C022 4.000 EACH| 2190.65000 8762.60| 1470.00000 5880.00| 1950.00000 7800.00 Guardrail End Anchor, Type Special | | | 0120 630C050 4.000 EACH| 2190.65000 8762.60| 1995.00000 7980.00| 1950.00000 7800.00 Guardrail End Anchor, Type 20 Series | | | 0130 652A056 1.000 ACRE| 564.69000 564.69| 1575.00000 1575.00| 500.00000 500.00 Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20041203023 COUNTIES : COOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( 3 ) 13022 |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 656A001 1.000 ACRE| 564.69000 564.69| 1575.00000 1575.00| 500.00000 500.00 Mulching, Class A, Type 2 | | | 0150 665F000 40.000 EACH| 9.04000 361.60| 9.98000 399.20| 8.00000 320.00 Hay Bales | | | 0160 665J000 400.000 LF | 4.52000 1808.00| 4.46000 1784.00| 4.00000 1600.00 Silt Fence, Type A | | | 0170 665O001 400.000 LF | 0.56000 224.00| 2.55000 1020.00| 0.50000 200.00 Silt Fence Removal | | | 0180 701A000 2.000 MILE| 338.82000 677.64| 315.00000 630.00| 225.00000 450.00 Broken White, Class 1, Type A Traffic | | | Stripe | | | 0190 701A004 10.000 MILE| 451.75000 4517.50| 420.00000 4200.00| 450.00000 4500.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0200 701A008 8.000 MILE| 338.82000 2710.56| 315.00000 2520.00| 225.00000 1800.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0210 701A012 2.000 MILE| 451.75000 903.50| 420.00000 840.00| 480.00000 960.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0220 701C000 9.000 MILE| 429.17000 3862.53| 399.00000 3591.00| 550.00000 4950.00 Broken Temporary Traffic Stripe | | | 0230 701C001 24.000 MILE| 542.11000 13010.64| 504.00000 12096.00| 650.00000 15600.00 Solid Temporary Traffic Stripe | | | 0240 703A000 200.000 SQFT| 2.15000 430.00| 2.00000 400.00| 1.50000 300.00 Traffic Control Markings, Class 1, Type | | | A | | | 0250 705A030 12.000 EACH| 6.32000 75.84| 5.88000 70.56| 5.50000 66.00 Pavement Markers, Class A-H, Type 2-C | | | 0260 705A031 130.000 EACH| 6.21000 807.30| 5.78000 751.40| 5.50000 715.00 Pavement Markers, Class A-H, Type 1-A | | | 0270 705A037 330.000 EACH| 6.32000 2085.60| 5.88000 1940.40| 5.50000 1815.00 Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 211.000 SQFT| 8.66000 1827.26| 13.36000 2818.96| 17.50000 3692.50 Construction Signs | | | 0290 740E000 25.000 EACH| 5.98000 149.50| 3.15000 78.75| 2.00000 50.00 Cones (36 Inches High) | | | 0300 740M001 25.000 EACH| 3.59000 89.75| 3.15000 78.75| 0.50000 12.50 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20041203023 COUNTIES : COOSA LETTING DATE : 12/03/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01087 |( 3 ) 13022 |DUNN CONSTRUCTION CO., INC. |APAC-SOUTHEAST, INC. |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 740O000 1.000 EACH| 6370.86000 6370.86| 6715.98000 6715.98| 7000.00000 7000.00 Pilot Car | | | SECTION TOTALS | $ 737,773.66| $ 747,504.37| $ 768,498.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 737,773.66| $ 747,504.37| $ 768,498.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20041203024 COUNTIES : DEKALB LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-2527(200) for constructing the Resurfacing and Traffic Stripe on C.R.#137 from the Fort Payne city limits to S.R.#117 in Valley Head. Length 3.000 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 371,965.67 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 424,629.15 114.1582% 3 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 468,219.30 125.8770% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20041203024 COUNTIES : DEKALB LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 07002 |( 3 ) 13022 |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2530.000 GAL | 1.15000 2909.50| 1.25000 3162.50| 1.25000 3162.50 Tack Coat | | | 0020 429A220 2852.000 TON | 39.65000 113081.80| 45.27000 129110.04| 49.00000 139748.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0030 429B221 5280.000 TON | 34.51000 182212.80| 34.40000 181632.00| 43.00000 227040.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0040 429B229 350.000 TON | 41.55000 14542.50| 34.40000 12040.00| 43.00000 15050.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0050 429C224 200.000 TON | 41.55000 8310.00| 34.40000 6880.00| 75.00000 15000.00 Improved Bituminous Concrete Base Layer | | | Patching, 1" Maximum Aggregate Size Mix,| | | ESAL Range B | | | 0060 430B004 1517.000 TON | 13.66000 20722.22| 17.39000 26380.63| 20.00000 30340.00 Aggregate Surfacing (ALDOT #810) | | | 0070 600A000 LUMP| 3000.00000 3000.00| 34652.00000 34652.00| 5900.00000 5900.00 Mobilization | | | 0080 701A030 6.000 MILE| 750.00000 4500.00| 858.50000 5151.00| 850.00000 5100.00 Solid White, Class 2T, Type A Traffic | | | Stripe | | | 0090 701A035 3.000 MILE| 1300.00000 3900.00| 1515.00000 4545.00| 1500.00000 4500.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 2.000 MILE| 650.00000 1300.00| 757.50000 1515.00| 750.00000 1500.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701C000 4.000 MILE| 550.00000 2200.00| 555.50000 2222.00| 550.00000 2200.00 Broken Temporary Traffic Stripe | | | 0120 701C001 18.000 MILE| 600.00000 10800.00| 656.50000 11817.00| 650.00000 11700.00 Solid Temporary Traffic Stripe | | | 0130 703A002 200.000 SQFT| 3.50000 700.00| 3.54000 708.00| 3.50000 700.00 Traffic Control Markings, Class 2, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20041203024 COUNTIES : DEKALB LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 07002 |( 3 ) 13022 |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., |MCCARTNEY CONSTRUCTION CO., INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 705A037 400.000 EACH| 5.75000 2300.00| 5.56000 2224.00| 5.50000 2200.00 Pavement Markers, Class A-H, Type 2-D | | | 0150 740B000 309.000 SQFT| 4.65000 1436.85| 8.22000 2539.98| 13.20000 4078.80 Construction Signs | | | 0160 740E000 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 0.00000 0.00 Cones (36 Inches High) | | | SECTION TOTALS | $ 371,965.67| $ 424,629.15| $ 468,219.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,965.67| $ 424,629.15| $ 468,219.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20041203025 COUNTIES : MARSHALL LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-4820(200) for constructing the Resurfacing and Traffic Stripe on C.R.#418 (Ruth Road) from the Morgan county line to the west city limits of Arab. Length 4.228 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 445,607.65 100.0000% 2 18037 REED CONTRACTING SERVICES, INC. $ 469,897.84 105.4510% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20041203025 COUNTIES : MARSHALL LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18037 |( ) |WHITAKER CONTRACTING CORPOR |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 500.00000 500.00| 4250.00000 4250.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 210D001 500.000 CUYD| 8.52000 4260.00| 12.55000 6275.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 405A000 2976.000 GAL | 1.50000 4464.00| 1.25000 3720.00| Tack Coat | | | 0040 424A340 3411.000 TON | 39.20000 133711.20| 37.80000 128935.80| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424B643 4093.000 TON | 31.85000 130362.05| 33.86000 138588.98| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C350 1116.000 TON | 31.85000 35544.60| 33.86000 37787.76| Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 430B014 1619.000 TON | 10.70000 17323.30| 14.70000 23799.30| Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0080 600A000 LUMP| 12000.00000 12000.00| 6000.00000 6000.00| Mobilization | | | 0090 630A001 1700.000 LF | 21.00000 35700.00| 23.00000 39100.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C050 16.000 EACH| 1980.00000 31680.00| 2175.00000 34800.00| Guardrail End Anchor, Type 20 Series | | | 0110 665F000 20.000 EACH| 4.00000 80.00| 4.00000 80.00| Hay Bales | | | 0120 665J000 100.000 LF | 2.00000 200.00| 1.75000 175.00| Silt Fence, Type A | | | 0130 665O001 100.000 LF | 1.00000 100.00| 1.50000 150.00| Silt Fence Removal | | | 0140 701A031 8.000 MILE| 1150.00000 9200.00| 1245.00000 9960.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20041203025 COUNTIES : MARSHALL LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 18037 |( ) |WHITAKER CONTRACTING CORPOR |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A035 6.000 MILE| 1300.00000 7800.00| 1420.00000 8520.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 2.000 MILE| 675.00000 1350.00| 725.00000 1450.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 2.000 MILE| 550.00000 1100.00| 590.00000 1180.00| Broken Temporary Traffic Stripe | | | 0180 701C001 12.000 MILE| 600.00000 7200.00| 660.00000 7920.00| Solid Temporary Traffic Stripe | | | 0190 703A002 176.000 SQFT| 3.00000 528.00| 3.30000 580.80| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 120.000 SQFT| 4.00000 480.00| 4.40000 528.00| Traffic Control Legends, Class 2, Type | | | 0210 703D002 176.000 SQFT| 1.50000 264.00| 3.30000 580.80| Temporary Traffic Control Markings | | | (Paint) | | | 0220 705A032 512.000 EACH| 5.50000 2816.00| 6.00000 3072.00| Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 895.000 EACH| 5.50000 4922.50| 6.00000 5370.00| Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 334.000 SQFT| 8.00000 2672.00| 11.60000 3874.40| Construction Signs | | | 0250 740D000 25.000 EACH| 10.00000 250.00| 65.00000 1625.00| Channelizing Drums | | | 0260 740O000 1.000 EACH| 1100.00000 1100.00| 1575.00000 1575.00| Pilot Car | | | SECTION TOTALS | $ 445,607.65| $ 469,897.84| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 445,607.65| $ 469,897.84| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20041203026 COUNTIES : PICKENS LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-5417(200) for constructing the Resurfacing, Traffic Stripe and Guardrail on C.R.#30 from the Mississippi state line to C.R.#53 north of Stafford. Length - 2.787 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 350,166.20 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20041203026 COUNTIES : PICKENS LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18037 |( ) |S. T. BUNN CONSTRUCTION CO. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 1440.000 CUYD| 10.75000 15480.00| | Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 401B106 39254.000 SQYD| 2.10000 82433.40| | Bituminous Treatment JG (With Polymer | | | Additive) | | | 0030 405A000 1178.000 GAL | 0.70000 824.60| | Tack Coat | | | 0040 424A340 2754.000 TON | 50.30000 138526.20| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A343 500.000 TON | 60.00000 30000.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 600A000 LUMP| 31000.00000 31000.00| | Mobilization | | | 0070 630A001 400.000 LF | 18.50000 7400.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0080 630C070 16.000 EACH| 1650.00000 26400.00| | Guardrail End Anchor, Type 10 Series | | | 0090 652A056 3.000 ACRE| 600.00000 1800.00| | Seeding (Mix 2E) | | | 0100 656A001 3.000 ACRE| 600.00000 1800.00| | Mulching, Class A, Type 2 | | | 0110 665F000 200.000 EACH| 6.00000 1200.00| | Hay Bales | | | 0120 665J000 480.000 LF | 3.50000 1680.00| | Silt Fence, Type A | | | 0130 665O001 480.000 LF | 0.50000 240.00| | Silt Fence Removal | | | 0140 701A004 6.000 MILE| 480.00000 2880.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0150 701A008 2.000 MILE| 250.00000 500.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20041203026 COUNTIES : PICKENS LETTING DATE : 12/03/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 18037 |( ) |S. T. BUNN CONSTRUCTION CO. |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701A012 3.000 MILE| 480.00000 1440.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0170 701C000 2.000 MILE| 550.00000 1100.00| | Broken Temporary Traffic Stripe | | | 0180 701C001 3.000 MILE| 650.00000 1950.00| | Solid Temporary Traffic Stripe | | | 0190 740B000 168.000 SQFT| 9.00000 1512.00| | Construction Signs | | | 0200 740E000 50.000 EACH| 1.00000 50.00| | Cones (36 Inches High) | | | 0210 740M001 50.000 EACH| 1.00000 50.00| | Ballast For Cone | | | 0220 740O000 1.000 EACH| 1900.00000 1900.00| | Pilot Car | | | SECTION TOTALS | $ 350,166.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 350,166.20| $ 469,897.84| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20041203027 COUNTIES : JACKSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3600(208) for constructing the Resurfacing and Traffic Stripe on C.R.#92 from S.R.#71 in Higdon to the Dekalb county line. Length - 1.108 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 205,939.80 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20041203027 COUNTIES : JACKSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 18037 |( ) |JACKSON PAVING & CONSTRUCTI |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 36.000 SQYD| 30.80000 1108.80| | Removing Concrete Driveway | | | 0020 206D001 144.000 LF | 4.50000 648.00| | Removing Guardrail | | | 0030 209A000 16.000 EACH| 42.50000 680.00| | Mailbox Reset, Single | | | 0040 210D001 150.000 CUYD| 11.00000 1650.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 405A000 775.000 GAL | 1.15000 891.25| | Tack Coat | | | 0060 429A220 845.000 TON | 46.50000 39292.50| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0070 429B221 1627.000 TON | 39.75000 64673.25| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0080 429B227 400.000 TON | 42.00000 16800.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0090 429C223 200.000 TON | 49.50000 9900.00| | Improved Bituminous Concrete Base Layer | | | Patching, 3/4" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0100 429C231 250.000 TON | 43.25000 10812.50| | Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range B | | | 0110 430B014 50.000 TON | 20.00000 1000.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0120 600A000 LUMP| 5200.00000 5200.00| | Mobilization | | | 0130 630A001 43.000 LF | 24.00000 1032.00| | Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20041203027 COUNTIES : JACKSON LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 18037 |( ) |JACKSON PAVING & CONSTRUCTI |REED CONTRACTING SERVICES, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630A015 144.000 LF | 28.50000 4104.00| | Steel Beam Guardrail, Class B, Type 2 | | | (Steel Post) | | | 0150 630C022 4.000 EACH| 2100.00000 8400.00| | Guardrail End Anchor, Type Special | | | 0160 630C070 3.000 EACH| 1650.00000 4950.00| | Guardrail End Anchor, Type 10 Series | | | 0170 650A000 1750.000 CUYD| 11.25000 19687.50| | Topsoil | | | 0180 652A053 1.000 ACRE| 1500.00000 1500.00| | Seeding (Mix 1E) | | | 0190 701A031 3.000 MILE| 1200.00000 3600.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0200 701A035 3.000 MILE| 1300.00000 3900.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0210 701C001 6.000 MILE| 600.00000 3600.00| | Solid Temporary Traffic Stripe | | | 0220 703A002 100.000 SQFT| 4.00000 400.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0230 705A037 150.000 EACH| 5.00000 750.00| | Pavement Markers, Class A-H, Type 2-D | | | 0240 740B000 232.000 SQFT| 5.00000 1160.00| | Construction Signs | | | 0250 740E000 100.000 EACH| 1.00000 100.00| | Cones (36 Inches High) | | | 0260 740M001 100.000 EACH| 1.00000 100.00| | Ballast For Cone | | | SECTION TOTALS | $ 205,939.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 205,939.80| $ 469,897.84| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20041203032 COUNTIES : BUTLER LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-0708(200) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#28 at a Tributary of Rocky Creek southeast of Bolling. Length - 0.105 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 265,810.00 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 294,491.92 110.7904% 3 06001 F & W CONSTRUCTION COMPANY, INC. $ 317,599.75 119.4837% 4 14008 NEWELL & BUSH, INC. $ 342,182.75 128.7321% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20041203032 COUNTIES : BUTLER LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 06001 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 10000.00000 10000.00| 8030.00000 8030.00| 45000.00000 45000.00 Removal Of Old Bridge, Station 276+82.0 | | | 0030 210A000 544.000 CUYD| 5.00000 2720.00| 4.00000 2176.00| 5.00000 2720.00 Unclassified Excavation | | | 0040 210D001 630.000 CUYD| 7.50000 4725.00| 12.00000 7560.00| 7.50000 4725.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 230A000 2.000 RBST| 150.00000 300.00| 1000.00000 2000.00| 150.00000 300.00 Roadbed Processing | | | 0060 301A012 647.000 SQYD| 6.00000 3882.00| 8.50000 5499.50| 6.00000 3882.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 577.000 SQYD| 2.50000 1442.50| 2.00000 1154.00| 2.50000 1442.50 Bituminous Treatment A | | | 0080 405A000 50.000 GAL | 1.25000 62.50| 12.00000 600.00| 1.25000 62.50 Tack Coat | | | 0090 429A200 82.000 TON | 85.00000 6970.00| 85.00000 6970.00| 85.00000 6970.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 429B201 99.000 TON | 100.00000 9900.00| 85.00000 8415.00| 100.00000 9900.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0110 502A000 83.000 LB | 1.00000 83.00| 2.00000 166.00| 0.75000 62.25 Steel Reinforcement | | | 0120 505M002 1040.000 LF | 27.00000 28080.00| 30.50000 31720.00| 35.00000 36400.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0130 507A000 2.000 EACH| 2100.00000 4200.00| 2500.00000 5000.00| 3000.00000 6000.00 Wire Rope Abutment Anchor Assembly | | | 0140 510A000 14.000 CUYD| 400.00000 5600.00| 300.00000 4200.00| 350.00000 4900.00 Bridge Substructure Concrete, Class A | | | 0150 511A000 44.000 EACH| 100.00000 4400.00| 90.00000 3960.00| 66.00000 2904.00 Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20041203032 COUNTIES : BUTLER LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 06001 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A014 2.000 EACH| 2700.00000 5400.00| 2965.00000 5930.00| 3000.00000 6000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0170 512B004 2.000 EACH| 2700.00000 5400.00| 3470.00000 6940.00| 3000.00000 6000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0180 512C004 18.000 EACH| 2800.00000 50400.00| 3420.00000 61560.00| 3000.00000 54000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 6.000 EACH| 3000.00000 18000.00| 3545.00000 21270.00| 3000.00000 18000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512D002 4.000 EACH| 2900.00000 11600.00| 3760.00000 15040.00| 3000.00000 12000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 2.000 EACH| 2900.00000 5800.00| 3795.00000 7590.00| 3000.00000 6000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512E000 8.000 EACH| 600.00000 4800.00| 205.00000 1640.00| 300.00000 2400.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0230 512E002 8.000 EACH| 700.00000 5600.00| 390.00000 3120.00| 400.00000 3200.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0240 512F000 4.000 EACH| 700.00000 2800.00| 360.00000 1440.00| 300.00000 1200.00 Precast Concrete Wing Panels, Type W1 | | | 0250 512F002 4.000 EACH| 900.00000 3600.00| 680.00000 2720.00| 400.00000 1600.00 Precast Concrete Wing Panels, Type W3 | | | 0260 512G000 4.000 EACH| 800.00000 3200.00| 430.00000 1720.00| 350.00000 1400.00 Precast Concrete Abutment Wing Cap Pane | | | 0270 600A000 LUMP| 5000.00000 5000.00| 29659.91000 29659.91| 30000.00000 30000.00 Mobilization | | | 0280 610C001 745.000 TON | 28.00000 20860.00| 27.86000 20755.70| 25.00000 18625.00 Loose Riprap, Class 2 | | | 0290 610D003 745.000 SQYD| 5.00000 3725.00| 2.50000 1862.50| 1.50000 1117.50 Filter Blanket, Geotextile | | | 0300 630C003 4.000 EACH| 1350.00000 5400.00| 1188.00000 4752.00| 1350.00000 5400.00 Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 1850.00000 7400.00| 1732.50000 6930.00| 1950.00000 7800.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20041203032 COUNTIES : BUTLER LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13021 |( 3 ) 06001 |G. W. NORRELL CONTRACTING C |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 652A061 1.000 ACRE| 700.00000 700.00| 693.00000 693.00| 1.00000 1.00 Seeding (Mix 3E) | | | 0330 656A000 1.000 ACRE| 700.00000 700.00| 693.00000 693.00| 1.00000 1.00 Mulching, Class A, Type 1 | | | 0340 665F000 80.000 EACH| 3.00000 240.00| 6.93000 554.40| 4.00000 320.00 Hay Bales | | | 0350 665J000 800.000 LF | 5.00000 4000.00| 3.96000 3168.00| 3.50000 2800.00 Silt Fence, Type A | | | 0360 665O001 800.000 LF | 5.00000 4000.00| 1.48500 1188.00| 0.50000 400.00 Silt Fence Removal | | | 0370 680A000 LUMP| 3000.00000 3000.00| 2295.11000 2295.11| 500.00000 500.00 Engineering Controls | | | 0380 701A004 1.000 MILE| 10.00000 10.00| 9.90000 9.90| 1.00000 1.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0390 701A012 1.000 MILE| 10.00000 10.00| 9.90000 9.90| 1.00000 1.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0400 740B000 140.000 SQFT| 20.00000 2800.00| 7.50000 1050.00| 7.25000 1015.00 Construction Signs | | | 0410 740F002 10.000 EACH| 500.00000 5000.00| 165.00000 1650.00| 175.00000 1750.00 Barricades, Type III | | | 0420 740I005 2.000 EACH| 500.00000 1000.00| 150.00000 300.00| 400.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 265,810.00| $ 294,491.92| $ 317,599.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 265,810.00| $ 294,491.92| $ 317,599.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20041203032 COUNTIES : BUTLER LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 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 201A000 LUMP| 4500.00000 4500.00| | Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 30000.00000 30000.00| | Removal Of Old Bridge, Station 276+82.0 | | | 0030 210A000 544.000 CUYD| 9.00000 4896.00| | Unclassified Excavation | | | 0040 210D001 630.000 CUYD| 8.00000 5040.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 230A000 2.000 RBST| 175.00000 350.00| | Roadbed Processing | | | 0060 301A012 647.000 SQYD| 7.00000 4529.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0070 401A000 577.000 SQYD| 2.75000 1586.75| | Bituminous Treatment A | | | 0080 405A000 50.000 GAL | 1.50000 75.00| | Tack Coat | | | 0090 429A200 82.000 TON | 95.00000 7790.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0100 429B201 99.000 TON | 110.00000 10890.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0110 502A000 83.000 LB | 2.00000 166.00| | Steel Reinforcement | | | 0120 505M002 1040.000 LF | 36.00000 37440.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0130 507A000 2.000 EACH| 3000.00000 6000.00| | Wire Rope Abutment Anchor Assembly | | | 0140 510A000 14.000 CUYD| 450.00000 6300.00| | Bridge Substructure Concrete, Class A | | | 0150 511A000 44.000 EACH| 75.00000 3300.00| | Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20041203032 COUNTIES : BUTLER LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 512A014 2.000 EACH| 3700.00000 7400.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0170 512B004 2.000 EACH| 4000.00000 8000.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0180 512C004 18.000 EACH| 2850.00000 51300.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0190 512C007 6.000 EACH| 3100.00000 18600.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0200 512D002 4.000 EACH| 3200.00000 12800.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0210 512D005 2.000 EACH| 3200.00000 6400.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0220 512E000 8.000 EACH| 400.00000 3200.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0230 512E002 8.000 EACH| 450.00000 3600.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0240 512F000 4.000 EACH| 450.00000 1800.00| | Precast Concrete Wing Panels, Type W1 | | | 0250 512F002 4.000 EACH| 650.00000 2600.00| | Precast Concrete Wing Panels, Type W3 | | | 0260 512G000 4.000 EACH| 650.00000 2600.00| | Precast Concrete Abutment Wing Cap Pane | | | 0270 600A000 LUMP| 40000.00000 40000.00| | Mobilization | | | 0280 610C001 745.000 TON | 35.00000 26075.00| | Loose Riprap, Class 2 | | | 0290 610D003 745.000 SQYD| 4.00000 2980.00| | Filter Blanket, Geotextile | | | 0300 630C003 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 13 | | | 0310 630C050 4.000 EACH| 2000.00000 8000.00| | Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20041203032 COUNTIES : BUTLER LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 14008 |( ) |( ) |NEWELL & BUSH, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 652A061 1.000 ACRE| 850.00000 850.00| | Seeding (Mix 3E) | | | 0330 656A000 1.000 ACRE| 850.00000 850.00| | Mulching, Class A, Type 1 | | | 0340 665F000 80.000 EACH| 10.00000 800.00| | Hay Bales | | | 0350 665J000 800.000 LF | 5.00000 4000.00| | Silt Fence, Type A | | | 0360 665O001 800.000 LF | 1.50000 1200.00| | Silt Fence Removal | | | 0370 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0380 701A004 1.000 MILE| 12.50000 12.50| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0390 701A012 1.000 MILE| 12.50000 12.50| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0400 740B000 140.000 SQFT| 14.00000 1960.00| | Construction Signs | | | 0410 740F002 10.000 EACH| 250.00000 2500.00| | Barricades, Type III | | | 0420 740I005 2.000 EACH| 390.00000 780.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 342,182.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 342,182.75| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20041203033 COUNTIES : BARBOUR LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 CONTRACT TIME : 80 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0300(210) for constructing the Bridge Replacement (Precast) on Alvin Dykes Road at Hurricane Creek northwest of Louisville. Length - 0.030 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 289,084.31 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 293,609.00 101.5652% 3 06001 F & W CONSTRUCTION COMPANY, INC. $ 297,779.50 103.0078% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20041203033 COUNTIES : BARBOUR LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 14005 |( 3 ) 06001 |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 113.000 CUYD| 5.00000 565.00| 5.00000 565.00| 5.50000 621.50 Unclassified Excavation | | | 0020 502A000 144.000 LB | 1.00000 144.00| 1.00000 144.00| 0.75000 108.00 Steel Reinforcement | | | 0030 505M002 1650.000 LF | 24.00000 39600.00| 29.00000 47850.00| 16.50000 27225.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0040 507A000 2.000 EACH| 2500.00000 5000.00| 2900.00000 5800.00| 3500.00000 7000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 18.000 CUYD| 750.00000 13500.00| 500.00000 9000.00| 325.00000 5850.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 55.000 EACH| 100.00000 5500.00| 150.00000 8250.00| 105.00000 5775.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 2650.00000 5300.00| 3100.00000 6200.00| 4500.00000 9000.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 3.000 EACH| 3100.00000 9300.00| 3000.00000 9000.00| 4500.00000 13500.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0090 512C017 24.000 EACH| 3930.00000 94320.00| 3200.00000 76800.00| 4500.00000 108000.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0100 512C025 8.000 EACH| 4185.00000 33480.00| 3400.00000 27200.00| 4000.00000 32000.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0110 512D025 4.000 EACH| 3990.00000 15960.00| 3100.00000 12400.00| 4000.00000 16000.00 Precast Concrete Barrier Rail | | | Intermediate Section, 39'-11" Long | | | 0120 512D030 4.000 EACH| 3960.00000 15840.00| 3200.00000 12800.00| 4000.00000 16000.00 Precast Concrete Barrier Rail End | | | Section, 39'-11 3/8" Long | | | 0130 512E002 16.000 EACH| 345.00000 5520.00| 900.00000 14400.00| 500.00000 8000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0140 512F002 8.000 EACH| 610.00000 4880.00| 1000.00000 8000.00| 500.00000 4000.00 Precast Concrete Wing Panels, Type W3 | | | 0150 512G000 4.000 EACH| 380.00000 1520.00| 800.00000 3200.00| 350.00000 1400.00 Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20041203033 COUNTIES : BARBOUR LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 13021 |( 2 ) 14005 |( 3 ) 06001 |MURPHREE BRIDGE CORPORATION |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 24780.74000 24780.74| 35000.00000 35000.00| 29500.00000 29500.00 Mobilization | | | 0170 630C003 4.000 EACH| 1188.00000 4752.00| 1350.00000 5400.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0180 630C070 4.000 EACH| 1584.00000 6336.00| 1650.00000 6600.00| 1800.00000 7200.00 Guardrail End Anchor, Type 10 Series | | | 0190 680A000 LUMP| 2786.57000 2786.57| 5000.00000 5000.00| 1000.00000 1000.00 Engineering Controls | | | SECTION TOTALS | $ 289,084.31| $ 293,609.00| $ 297,779.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 289,084.31| $ 293,609.00| $ 297,779.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20041203034 COUNTIES : BARBOUR LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 CONTRACT TIME : 70 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0300(211) for constructing the Bridge Replacement (Precast) on C.R.#245 (Bron Stoval Road) at the south fork of Cowikee Creek Tributary northwest of Eufaula. Length - 0.012 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 168,573.00 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 176,226.00 104.5399% 3 13021 MURPHREE BRIDGE CORPORATION $ 183,601.40 108.9151% 4 14008 NEWELL & BUSH, INC. $ 219,238.00 130.0552% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041203034 COUNTIES : BARBOUR LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000 122.000 CUYD| 5.00000 610.00| 5.00000 610.00| 5.00000 610.00 Unclassified Excavation | | | 0020 502A000 88.000 LB | 1.00000 88.00| 0.75000 66.00| 2.00000 176.00 Steel Reinforcement | | | 0030 505M002 1150.000 LF | 27.00000 31050.00| 16.50000 18975.00| 25.90000 29785.00 Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0040 507A000 2.000 EACH| 2400.00000 4800.00| 3000.00000 6000.00| 2500.00000 5000.00 Wire Rope Abutment Anchor Assembly | | | 0050 510A000 11.000 CUYD| 400.00000 4400.00| 350.00000 3850.00| 500.00000 5500.00 Bridge Substructure Concrete, Class A | | | 0060 511A000 33.000 EACH| 125.00000 4125.00| 125.00000 4125.00| 100.00000 3300.00 Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 3000.00000 6000.00| 4500.00000 9000.00| 3260.00000 6520.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 1.000 EACH| 2900.00000 2900.00| 4500.00000 4500.00| 3815.00000 3815.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0090 512C004 12.000 EACH| 2500.00000 30000.00| 4000.00000 48000.00| 3760.00000 45120.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 4.000 EACH| 2500.00000 10000.00| 4000.00000 16000.00| 3900.00000 15600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 2500.00000 10000.00| 4000.00000 16000.00| 4135.00000 16540.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512E002 24.000 EACH| 700.00000 16800.00| 500.00000 12000.00| 425.00000 10200.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0130 512F002 12.000 EACH| 800.00000 9600.00| 500.00000 6000.00| 750.00000 9000.00 Precast Concrete Wing Panels, Type W3 | | | 0140 512G000 4.000 EACH| 800.00000 3200.00| 350.00000 1400.00| 470.00000 1880.00 Precast Concrete Abutment Wing Cap Pane | | | 0150 600A000 LUMP| 20000.00000 20000.00| 17000.00000 17000.00| 17767.40000 17767.40 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041203034 COUNTIES : BARBOUR LETTING DATE : 12/03/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13021 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MURPHREE BRIDGE CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 630C003 4.000 EACH| 1350.00000 5400.00| 1250.00000 5000.00| 1188.00000 4752.00 Guardrail End Anchor, Type 13 | | | 0170 630C070 4.000 EACH| 1650.00000 6600.00| 1800.00000 7200.00| 1584.00000 6336.00 Guardrail End Anchor, Type 10 Series | | | 0180 680A000 LUMP| 3000.00000 3000.00| 500.00000 500.00| 1700.00000 1700.00 Engineering Controls | | | SECTION TOTALS | $ 168,573.00| $ 176,226.00| $ 183,601.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 168,573.00| $ 176,226.00| $ 183,601.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041203034 COUNTIES : BARBOUR LETTING DATE : 12/03/04 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 210A000 122.000 CUYD| 10.00000 1220.00| | Unclassified Excavation | | | 0020 502A000 88.000 LB | 2.25000 198.00| | Steel Reinforcement | | | 0030 505M002 1150.000 LF | 30.00000 34500.00| | Steel Piling Furnished And Driven (HP | | | 12x53) | | | 0040 507A000 2.000 EACH| 3000.00000 6000.00| | Wire Rope Abutment Anchor Assembly | | | 0050 510A000 11.000 CUYD| 600.00000 6600.00| | Bridge Substructure Concrete, Class A | | | 0060 511A000 33.000 EACH| 60.00000 1980.00| | Elastomeric Bearings, Type 1 | | | 0070 512A014 2.000 EACH| 4000.00000 8000.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0080 512B004 1.000 EACH| 4200.00000 4200.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'-0" Deep By 31'-6" Long | | | 0090 512C004 12.000 EACH| 3000.00000 36000.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0100 512C007 4.000 EACH| 3500.00000 14000.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0110 512D002 4.000 EACH| 3500.00000 14000.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0120 512E002 24.000 EACH| 475.00000 11400.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0130 512F002 12.000 EACH| 620.00000 7440.00| | Precast Concrete Wing Panels, Type W3 | | | 0140 512G000 4.000 EACH| 1000.00000 4000.00| | Precast Concrete Abutment Wing Cap Pane | | | 0150 600A000 LUMP| 50000.00000 50000.00| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20041203034 COUNTIES : BARBOUR LETTING DATE : 12/03/04 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 630C003 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 13 | | | 0170 630C070 4.000 EACH| 1800.00000 7200.00| | Guardrail End Anchor, Type 10 Series | | | 0180 680A000 LUMP| 6500.00000 6500.00| | Engineering Controls | | | SECTION TOTALS | $ 219,238.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 219,238.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20041203036 COUNTIES : LIMESTONE LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4200(211) for constructing the Bridge Replacement (2 Bridge Culverts) ACGBBRZ-4200(212) and Approaches on Easter Ferry Road at Four Mile Branch and on Friend Road at Poplar Creek north of Athens. Length - 0.225 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02035 BURGREEN CONTRACTING COMPANY, INC. $ 506,277.00 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20041203036 COUNTIES : LIMESTONE LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( ) |( ) |BURGREEN CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 3000.00000 3000.00| | Clearing & Grubbing (Approximately 2 | | | Acres) | | | 0020 206A000 LUMP| 38000.00000 38000.00| | Removal Of Old Bridge, Station 14+72.16 | | | 0030 206A001 LUMP| 15000.00000 15000.00| | Removal Of Old Bridge, Station 9+80.00 | | | 0040 210A000 510.000 CUYD| 14.00000 7140.00| | Unclassified Excavation | | | 0050 210D001 1523.000 CUYD| 12.00000 18276.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 1312.000 CUYD| 18.00000 23616.00| | Structure Excavation | | | 0070 214B001 362.000 CUYD| 25.00000 9050.00| | Foundation Backfill, Commercial | | | 0080 230A000 12.000 RBST| 200.00000 2400.00| | Roadbed Processing | | | 0090 301A012 2934.000 SQYD| 6.00000 17604.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 2934.000 SQYD| 0.50000 1467.00| | Bituminous Treatment A | | | 0110 405A000 84.000 GAL | 3.00000 252.00| | Tack Coat | | | 0120 429A200 176.000 TON | 80.00000 14080.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0130 429C200 490.000 TON | 70.00000 34300.00| | Improved Bituminous Concrete Base Layer | | | 1" Maximum Aggregate Size Mix, ESAL | | | Range A | | | 0140 502A000 77920.000 LB | 0.80000 62336.00| | Steel Reinforcement | | | 0150 524A011 472.000 CUYD| 350.00000 165200.00| | Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20041203036 COUNTIES : LIMESTONE LETTING DATE : 12/03/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 02035 |( ) |( ) |BURGREEN CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 37000.00000 37000.00| | Mobilization | | | 0170 610C001 586.000 TON | 28.00000 16408.00| | Loose Riprap, Class 2 | | | 0180 610D003 441.000 SQYD| 4.00000 1764.00| | Filter Blanket, Geotextile | | | 0190 650A000 48.000 CUYD| 12.00000 576.00| | Topsoil | | | 0200 650B000 239.000 CUYD| 6.00000 1434.00| | Topsoil From Stockpiles | | | 0210 652A053 2.000 ACRE| 500.00000 1000.00| | Seeding (Mix 1E) | | | 0220 656A000 2.000 ACRE| 500.00000 1000.00| | Mulching, Class A, Type 1 | | | 0230 665F000 24.000 EACH| 6.00000 144.00| | Hay Bales | | | 0240 665J000 1850.000 LF | 5.00000 9250.00| | Silt Fence, Type A | | | 0250 665O001 1850.000 LF | 3.00000 5550.00| | Silt Fence Removal | | | 0260 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0270 701A004 2.000 MILE| 400.00000 800.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0280 701A012 2.000 MILE| 400.00000 800.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0290 740B000 382.000 SQFT| 15.00000 5730.00| | Construction Signs | | | 0300 740F002 18.000 EACH| 350.00000 6300.00| | Barricades, Type III | | | 0310 740I005 6.000 EACH| 300.00000 1800.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 506,277.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 506,277.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 043 -1 VENDOR RANKING CALL ORDER : 043 CONTRACT ID : 20041203043 COUNTIES : BUTLER LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-007-010-004 for constructing the Resurfacing and Traffic Stripe on S.R.#10 from C.R.#43 to the Crenshaw county line southeast of Greenville. Length - 7.303 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,156,552.97 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,184,536.67 102.4196% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 043 -2 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20041203043 COUNTIES : BUTLER LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D021 4200.000 CUYD| 11.50000 48300.00| 4.25000 17850.00| Borrow Excavation (Loose Truckbed | | | Measurement) (A-4 Or Better) | | | 0020 405A000 10100.000 GAL | 1.40000 14140.00| 1.69000 17069.00| Tack Coat | | | 0030 408A052 102850.000 SQYD| 0.50000 51425.00| 0.79000 81251.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 410C000 1.000 EACH| 700.00000 700.00| 2500.00000 2500.00| Contractor Retained Profilograph | | | 0050 424A361 8750.000 TON | 43.55000 381062.50| 42.35000 370562.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B650 11350.000 TON | 39.40000 447190.00| 41.65000 472727.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B654 100.000 TON | 80.00000 8000.00| 65.00000 6500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B658 1550.000 TON | 43.55000 67502.50| 35.00000 54250.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 24600.00000 24600.00| 45000.00000 45000.00| Mobilization | | | 0100 652A056 15.000 ACRE| 400.00000 6000.00| 423.00000 6345.00| Seeding (Mix 2E) | | | 0110 656A000 15.000 ACRE| 370.00000 5550.00| 376.00000 5640.00| Mulching, Class A, Type 1 | | | 0120 665F000 200.000 EACH| 8.00000 1600.00| 5.64000 1128.00| Hay Bales | | | 0130 665J000 3000.000 LF | 2.15000 6450.00| 3.29000 9870.00| Silt Fence, Type A | | | 0140 665O001 3000.000 LF | 0.10000 300.00| 0.47000 1410.00| Silt Fence Removal | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/03/04 PAGE : 043 -3 TABULATION OF BIDS CALL ORDER : 043 CONTRACT ID : 20041203043 COUNTIES : BUTLER LETTING DATE : 12/03/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A028 15.000 MILE| 1550.00000 23250.00| 1472.50000 22087.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A046 6.000 MILE| 975.00000 5850.00| 926.25000 5557.50| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 7.000 MILE| 1750.00000 12250.00| 1662.50000 11637.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701C000 11.000 MILE| 490.00000 5390.00| 465.50000 5120.50| Broken Temporary Traffic Stripe | | | 0190 701C001 44.000 MILE| 580.00000 25520.00| 551.00000 24244.00| Solid Temporary Traffic Stripe | | | 0200 701G125 1804.000 LF | 3.86000 6963.44| 3.67000 6620.68| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701G129 902.000 LF | 1.89000 1704.78| 1.80000 1623.60| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701H001 1804.000 LF | 1.00000 1804.00| 0.95000 1713.80| Solid Traffic Stripe Removed (Plastic) | | | 0230 701H006 902.000 LF | 1.00000 902.00| 0.95000 856.90| Broken Traffic Stripe Removed (Plastic) | | | 0240 703A002 216.000 SQFT| 5.00000 1080.00| 4.75000 1026.00| Traffic Control Markings, Class 2, Type | | | A | | | 0250 703D001 432.000 SQFT| 1.50000 648.00| 1.43000 617.76| Temporary Traffic Control Markings | | | 0260 705A032 350.000 EACH| 5.25000 1837.50| 4.99000 1746.50| Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 457.000 EACH| 5.25000 2399.25| 4.99000 2280.43| Pavement Markers, Class A-H, Type 2-D | | | 0280 740B000 498.000 SQFT| 8.00000 3984.00| 7.50000 3735.00| Construction Signs | | | 0290 740E000 150.000 EACH| 0.50000 75.00| 15.38000 2307.00| Cones (36 Inches High) | | | 0300 740M001 150.000 EACH| 0.50000 75.00| 8.39000 1258.50| Ballast For Cone | | | SECTION TOTALS | $ 1,156,552.97| $ 1,184,536.67| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,156,552.97| $ 1,184,536.67| $ ====================================================================================================================================