ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20000526002 COUNTIES : AUTAUGA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-65-1(254) for constructing the Planing, Resurfacing, Guardrail Upgrade and Clearing on I-65 from MP 190.00 near Pine Level to MP 197.98 at the Chilton County line. Length 7.979 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 3,525,987.21 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000526002 COUNTIES : AUTAUGA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 23024 | | |WIREGRASS CONSTRUCTION COMPA| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201C000 LUMP| 500000.00000 500000.00| | Clearing | | | 0020 206D001 1222.000 LF | 1.00000 1222.00| | Removing Guardrail | | | 0030 206E016 11.000 EACH| 100.00000 1100.00| | Removing Guardrail End Anchor (Type 8) | | | 0040 206E019 44.000 EACH| 100.00000 4400.00| | Removing Guardrail End Anchor (Type 10) | | | 0050 210D001 940.000 CYIP| 12.00000 11280.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 405A000 21000.000 GAL | 1.69000 35490.00| | Tack Coat | | | 0070 408A051 83635.000 SQYD| 0.30000 25090.50| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0080 408A052 87390.000 SY | 0.59000 51560.10| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0090 408A054 83635.000 SQYD| 0.62000 51853.70| | Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0100 410C000 1.000 EACH| 2500.00000 2500.00| | Contractor Retained Profilograph | | | 0110 410H000 1.000 EACH| 45000.00000 45000.00| | Material Remixing Device | | | 0120 420A011 8900.000 TON | 50.64000 450696.00| | Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0130 424A241 7800.000 TON | 36.69000 286182.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0140 424A301 21700.000 TON | 38.64000 838488.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range F | | | 0150 424A307 100.000 TON | 125.00000 12500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range F | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000526002 COUNTIES : AUTAUGA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 23024 | | |WIREGRASS CONSTRUCTION COMPA| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B321 14019.000 TON | 36.69000 514357.11| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range F | | | 0170 424B325 100.000 TON | 125.00000 12500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0180 428C000 168448.000 LF | 0.10000 16844.80| | Scoring Bituminous Pavement Surface By | | | Cutting | | | 0190 534A000 200.000 EACH| 75.00000 15000.00| | Cleaning Pipe Underdrain Outlets | | | 0200 600A000 LUMP| 164000.00000 164000.00| | Mobilization | | | 0210 630A000 1863.000 LF | 12.00000 22356.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0220 630C001 11.000 EACH| 600.00000 6600.00| | Guardrail End Anchor, Type 8 | | | 0230 630C050 36.000 EACH| 1800.00000 64800.00| | Guardrail End Anchor, Type 20 Series | | | 0240 630C070 10.000 EACH| 1500.00000 15000.00| | Guardrail End Anchor, Type 10 Series | | | 0250 650A000 4300.000 CYIP| 13.50000 58050.00| | Topsoil | | | 0260 652A054 16.000 ACRE| 425.00000 6800.00| | Seeding (Mix 2A) | | | 0270 652B053 16.000 ACRE| 500.00000 8000.00| | Temporary Seeding (Mix 2AT) | | | 0280 652D054 16.000 ACRE| 350.00000 5600.00| | Seeding In Stubble (Mix 2A) | | | 0290 656A000 16.000 ACRE| 425.00000 6800.00| | Mulching, Class A, Type 1 | | | 0300 680A000 LUMP| 2500.00000 2500.00| | Engineering Controls | | | 0310 701C000 44.000 MILE| 320.00000 14080.00| | Broken Temporary Traffic Stripe | | | 0320 701C001 76.000 MILE| 360.00000 27360.00| | Solid Temporary Traffic Stripe | | | 0330 702A008 16.000 MILE| 4450.00000 71200.00| | Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20000526002 COUNTIES : AUTAUGA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 23024 | | |WIREGRASS CONSTRUCTION COMPA| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 702A009 16.000 MILE| 4450.00000 71200.00| | Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0350 702A010 16.000 MILE| 2125.00000 34000.00| | Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0360 705A031 1056.000 EACH| 5.00000 5280.00| | Pavement Markers, Class A-H, Type 1-A | | | 0370 740B000 1282.000 SQFT| 8.50000 10897.00| | Construction Signs | | | 0380 740D000 500.000 EACH| 50.00000 25000.00| | Channelizing Drums | | | 0390 741C010 2.000 EACH| 3750.00000 7500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0400 742B000 2.000 EACH| 11150.00000 22300.00| | State Retained Portable Changeable | | | Message Signs, Type 2 | | | 0410 998A000 LUMP| 0.00000 0.00| | Construction Fuel (Maximum Bid Limited | | | To 140,500.00) | | | 0420 999 000 750.000 HOUR| 0.80000 600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,525,987.21| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,525,987.21| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20000526003 COUNTIES : CHAMBERS LETTING DATE : 05/26/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-0077(13) for constructing the Resurfacing and Traffic Stripe on S.R.#1 (U.S.#431) from C.R.#222 (MP 169.21) at Five Points to the Randolph county line (MP 177.52). Length 8.310 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING CO., INC. $ 876,088.58 100.0000% 2 01019 APAC-GEORGIA, INC. $ 973,267.96 111.0924% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000526003 COUNTIES : CHAMBERS LETTING DATE : 05/26/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 05002 |(2) 01019 | |EAST ALABAMA PAVING CO., INC|APAC-GEORGIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B100 115655.000 SYCP| 0.61280 70873.38| 0.61000 70549.55| Bituminous Treatment E (With Polymer | | | Additive) | | | 0020 405A000 3600.000 GAL | 1.10000 3960.00| 1.00000 3600.00| Tack Coat | | | 0030 408A052 1467.000 SY | 4.50000 6601.50| 4.63000 6792.21| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A260 6450.000 TON | 38.83000 250453.50| 37.75000 243487.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0050 424A266 500.000 TON | 38.83000 19415.00| 39.82000 19910.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0060 424A269 100.000 TON | 38.83000 3883.00| 94.72000 9472.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0070 424B461 11750.000 TON | 34.02000 399735.00| 36.41000 427817.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0080 424B465 100.000 TON | 0.00000 0.00| 100.00000 10000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0090 430B043 3400.000 TCIP| 15.00000 51000.00| 23.75000 80750.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0100 600A000 LUMP| 10860.00000 10860.00| 37000.00000 37000.00| Mobilization | | | 0110 701A028 17.000 MILE| 1250.00000 21250.00| 1365.00000 23205.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | 0120 701A046 5.000 MILE| 850.00000 4250.00| 950.00000 4750.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20000526003 COUNTIES : CHAMBERS LETTING DATE : 05/26/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 05002 |(2) 01019 | |EAST ALABAMA PAVING CO., INC|APAC-GEORGIA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A048 11.000 MILE| 1600.00000 17600.00| 1550.00000 17050.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701C000 10.000 MILE| 260.00000 2600.00| 320.00000 3200.00| Broken Temporary Traffic Stripe | | | 0150 701C001 20.000 MILE| 360.00000 7200.00| 360.00000 7200.00| Solid Temporary Traffic Stripe | | | 0160 703A002 624.000 SQFT| 2.40000 1497.60| 3.00000 1872.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703D001 624.000 SQFT| 1.40000 873.60| 1.30000 811.20| Temporary Traffic Control Markings | | | 0180 740B000 506.000 SQFT| 6.00000 3036.00| 8.50000 4301.00| Construction Signs | | | 0190 740O000 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| Pilot Car | | | 0200 998A000 LUMP| 0.00000 0.00| 500.00000 500.00| Construction Fuel (Maximum Bid Limited | | | To 42,000.00) | | | SECTION TOTALS | $ 876,088.58| $ 973,267.96| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 876,088.58| $ 973,267.96| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20000526004 COUNTIES : MACON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 06 CONTRACT TIME : 130 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : IM-85-1(136) for constructing the Pavement Rehabilitation, Guardrail Upgrade and Clearing on I-85 from MP 18.498 at the Montgomery County line to MP 21.502 and from MP 35.836 to MP 47.460 at the Lee County line. Length 14.628 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 4,764,805.96 100.0000% 2 05002 EAST ALABAMA PAVING CO., INC. $ 5,124,867.96 107.5566% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000526004 COUNTIES : MACON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 05002 | |WIREGRASS CONSTRUCTION COMPA|EAST ALABAMA PAVING CO., INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201C000 LUMP| 250000.00000 250000.00| 170000.00000 170000.00| Clearing | | | 0020 206D001 2688.000 LF | 2.00000 5376.00| 2.00000 5376.00| Removing Guardrail | | | 0030 206D009 50.000 LF | 50.00000 2500.00| 30.00000 1500.00| Removing New Jersey Barrier Rail | | | 0040 206E011 7.000 EACH| 85.00000 595.00| 85.00000 595.00| Removing Guardrail End Anchor (Type 3) | | | 0050 206E013 2.000 EACH| 85.00000 170.00| 85.00000 170.00| Removing Guardrail End Anchor (Type 13) | | | 0060 206E016 8.000 EACH| 85.00000 680.00| 85.00000 680.00| Removing Guardrail End Anchor (Type 8) | | | 0070 206E019 87.000 EACH| 85.00000 7395.00| 85.00000 7395.00| Removing Guardrail End Anchor (Type 10) | | | 0080 210D001 4160.000 CYIP| 8.00000 33280.00| 12.00000 49920.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0090 405A000 35500.000 GAL | 1.69000 59995.00| 1.00000 35500.00| Tack Coat | | | 0100 408A052 506800.000 SY | 0.25000 126700.00| 0.52000 263536.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0110 408A055 114800.000 SQYD| 0.61000 70028.00| 1.32000 151536.00| Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0120 410C000 1.000 EACH| 2500.00000 2500.00| 5000.00000 5000.00| Contractor Retained Profilograph | | | 0130 410H000 1.000 EACH| 20000.00000 20000.00| 87500.00000 87500.00| Material Remixing Device | | | 0140 420A011 15300.000 TON | 46.95000 718335.00| 51.10000 781830.00| Polymer Modified Open Graded Friction | | | Course, Mix 2 | | | 0150 424A241 13500.000 TON | 32.10000 433350.00| 32.20000 434700.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0160 424A301 39200.000 TON | 33.10000 1297520.00| 34.38000 1347696.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range F | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000526004 COUNTIES : MACON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 05002 | |WIREGRASS CONSTRUCTION COMPA|EAST ALABAMA PAVING CO., INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A307 200.000 TON | 150.00000 30000.00| 41.00000 8200.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0180 424B321 19200.000 TON | 32.90000 631680.00| 31.78000 610176.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range F | | | 0190 424B325 200.000 TON | 150.00000 30000.00| 90.00000 18000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range F | | | 0200 428C000 306800.000 LF | 0.08000 24544.00| 0.12000 36816.00| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0210 600A000 LUMP| 75000.00000 75000.00| 212000.00000 212000.00| Mobilization | | | 0220 629A034 50.000 LF | 150.00000 7500.00| 115.00000 5750.00| Concrete Median Or Safety Barrier, Type | | | 4A | | | 0230 630A000 4601.000 LF | 11.00000 50611.00| 11.00000 50611.00| Steel Beam Guardrail, Class A, Type 1 | | | 0240 630C001 9.000 EACH| 600.00000 5400.00| 600.00000 5400.00| Guardrail End Anchor, Type 8 | | | 0250 630C003 3.000 EACH| 1000.00000 3000.00| 1000.00000 3000.00| Guardrail End Anchor, Type 13 | | | 0260 630C070 94.000 EACH| 1400.00000 131600.00| 1400.00000 131600.00| Guardrail End Anchor, Type 10 Series | | | 0270 650A000 8000.000 CYIP| 7.00000 56000.00| 0.00000 0.00| Topsoil | | | 0280 652A054 28.000 ACRE| 425.00000 11900.00| 475.00000 13300.00| Seeding (Mix 2A) | | | 0290 652B053 28.000 ACRE| 500.00000 14000.00| 250.00000 7000.00| Temporary Seeding (Mix 2AT) | | | 0300 652D054 28.000 ACRE| 350.00000 9800.00| 500.00000 14000.00| Seeding In Stubble (Mix 2A) | | | 0310 656A000 28.000 ACRE| 425.00000 11900.00| 450.00000 12600.00| Mulching, Class A, Type 1 | | | 0320 680A000 LUMP| 2500.00000 2500.00| 3000.00000 3000.00| Engineering Controls | | | 0330 701C000 63.000 MILE| 270.00000 17010.00| 270.00000 17010.00| Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000526004 COUNTIES : MACON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 05002 | |WIREGRASS CONSTRUCTION COMPA|EAST ALABAMA PAVING CO., INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 701C001 126.000 MILE| 340.00000 42840.00| 340.00000 42840.00| Solid Temporary Traffic Stripe | | | 0350 701G121 6168.000 LF | 1.05000 6476.40| 1.05000 6476.40| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0360 701G125 6168.000 LF | 3.00000 18504.00| 3.00000 18504.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0370 701G133 6168.000 LF | 3.17000 19552.56| 3.17000 19552.56| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0380 701H001 12336.000 LF | 0.25000 3084.00| 0.25000 3084.00| Solid Traffic Stripe Removed (Plastic) | | | 0390 701H006 6168.000 LF | 0.25000 1542.00| 0.25000 1542.00| Broken Traffic Stripe Removed (Plastic) | | | 0400 702A008 29.000 MILE| 4450.00000 129050.00| 4450.00000 129050.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0410 702A009 29.000 MILE| 4450.00000 129050.00| 4450.00000 129050.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0420 702A010 29.000 MILE| 2125.00000 61625.00| 2125.00000 61625.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0430 702B001 4520.000 LF | 2.05000 9266.00| 2.05000 9266.00| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0440 703A002 6570.000 SQFT| 1.80000 11826.00| 1.80000 11826.00| Traffic Control Markings, Class 2, Type | | | A | | | 0450 705A030 250.000 EACH| 5.00000 1250.00| 5.00000 1250.00| Pavement Markers, Class A-H, Type 2-C | | | 0460 705A031 2427.000 EACH| 5.00000 12135.00| 5.00000 12135.00| Pavement Markers, Class A-H, Type 1-A | | | 0470 705A032 496.000 EACH| 5.00000 2480.00| 5.00000 2480.00| Pavement Markers, Class A-H, Type 1-B | | | 0480 732A002 LUMP| 90000.00000 90000.00| 88750.00000 88750.00| Weigh-In-Motion/Classification Station | | | (Weighpad Removal And Reinstallation) | | | 0490 740B000 1584.000 SQFT| 9.00000 14256.00| 10.00000 15840.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 004 -5 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20000526004 COUNTIES : MACON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 05002 | |WIREGRASS CONSTRUCTION COMPA|EAST ALABAMA PAVING CO., INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 740D000 500.000 EACH| 50.00000 25000.00| 50.00000 25000.00| Channelizing Drums | | | 0510 741C010 2.000 EACH| 3750.00000 7500.00| 5000.00000 10000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0520 742B000 2.000 EACH| 11150.00000 22300.00| 20000.00000 40000.00| State Retained Portable Changeable | | | Message Signs, Type 2 | | | 0530 742C000 2.000 EACH| 7500.00000 15000.00| 2000.00000 4000.00| State Furnished Portable Changeable | | | Message Signs, Type 2 | | | 0540 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To 250,500.00) | | | 0550 999 000 1500.000 HOUR| 0.80000 1200.00| 0.80000 1200.00| Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,764,805.96| $ 5,124,867.96| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,764,805.96| $ 5,124,867.96| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 005 -1 VENDOR RANKING CALL ORDER : 005 CONTRACT ID : 20000526005 COUNTIES : BIBB TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH-120(10) for constructing the Planing, Resurfacing and Traffic Stripe NH-120(9) on S.R.#7 (U.S.#11) from M.P. 104.707 at Woodstock to M.P. STPAA-0418(102) 105.011 and on S.R.#5 (U.S.#11) from M.P. 105.548 to M.P. 108.432 south of I-59/20. Length 3.188 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 977,166.86 100.0000% 2 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,111,930.87 113.7912% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 005 -2 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000526005 COUNTIES : BIBB TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02033 | |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO.,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 1.000 EACH| 200.00000 200.00| 250.00000 250.00| Mailbox Reset, Single | | | 0020 210D001 2916.000 CYIP| 4.76000 13880.16| 6.49000 18924.84| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 212A000 604.000 STA | 37.45000 22619.80| 2.00000 1208.00| Machine Grading Shoulders | | | 0040 305B060 100.000 TCIP| 29.35000 2935.00| 16.45000 1645.00| Crushed Aggregate, Section 825, Crusher | | | Run Stone, 1" Down, For Miscellaneous | | | Use | | | 0050 401B108 103513.000 SYCP| 0.95000 98337.35| 0.95000 98337.35| Bituminous Treatment G (With Polymer | | | Additive) | | | 0060 405A000 5348.000 GAL | 1.05000 5615.40| 1.00000 5348.00| Tack Coat | | | 0070 408A052 11114.000 SY | 1.32000 14670.48| 1.00000 11114.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 424A280 5200.000 TON | 35.11000 182572.00| 39.04000 203008.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0090 424A281 844.000 TON | 36.75000 31017.00| 39.04000 32949.76| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0100 424A283 300.000 TON | 60.50000 18150.00| 65.00000 19500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0110 424A286 300.000 TON | 35.50000 10650.00| 40.00000 12000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0120 424A289 496.000 TON | 42.65000 21154.40| 63.20000 31347.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 005 -3 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000526005 COUNTIES : BIBB TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02033 | |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO.,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424A290 86.000 TON | 46.40000 3990.40| 63.20000 5435.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0140 424B281 10399.000 TON | 29.80000 309890.20| 33.88000 352318.12| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0150 424B285 700.000 TON | 58.95000 41265.00| 65.00000 45500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0160 424B289 300.000 TON | 34.50000 10350.00| 39.00000 11700.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0170 424B292 991.000 TON | 31.65000 31365.15| 59.20000 58667.20| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0180 428B000 42332.000 LF | 0.14000 5926.48| 0.06000 2539.92| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0190 600A000 LUMP| 12257.00000 12257.00| 58000.00000 58000.00| Mobilization | | | 0200 630A000 800.000 LF | 10.80000 8640.00| 14.00000 11200.00| Steel Beam Guardrail, Class A, Type 1 | | | 0210 630C004 1.000 EACH| 1648.00000 1648.00| 2200.00000 2200.00| Guardrail End Anchor, Type 12 | | | 0220 630C070 1.000 EACH| 1236.00000 1236.00| 2200.00000 2200.00| Guardrail End Anchor, Type 10 Series | | | 0230 651C000 6.000 TON | 206.00000 1236.00| 350.00000 2100.00| 8-8-8 Commercial Fertilizer | | | 0240 652A054 8.000 ACRE| 618.00000 4944.00| 425.00000 3400.00| Seeding (Mix 2A) | | | 0250 656A000 8.000 ACRE| 412.00000 3296.00| 425.00000 3400.00| Mulching, Class A, Type 1 | | | 0260 665F000 45.000 EACH| 4.50000 202.50| 5.00000 225.00| Hay Bales | | | 0270 665J000 300.000 LF | 3.85000 1155.00| 3.00000 900.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 005 -4 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000526005 COUNTIES : BIBB TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02033 | |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO.,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 701C000 12.000 MILE| 350.00000 4200.00| 340.00000 4080.00| Broken Temporary Traffic Stripe | | | 0290 701C001 23.000 MILE| 391.40000 9002.20| 380.00000 8740.00| Solid Temporary Traffic Stripe | | | 0300 701G121 384.000 LF | 8.00000 3072.00| 7.78000 2987.52| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0310 701G125 384.000 LF | 4.66000 1789.44| 4.53000 1739.52| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0320 701G133 384.000 LF | 4.85000 1862.40| 4.71000 1808.64| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0330 701H001 768.000 LF | 1.55000 1190.40| 1.50000 1152.00| Solid Traffic Stripe Removed (Plastic) | | | 0340 701H006 384.000 LF | 2.06000 791.04| 2.00000 768.00| Broken Traffic Stripe Removed (Plastic) | | | 0350 702A008 7.000 MILE| 4068.50000 28479.50| 3950.00000 27650.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0360 702A009 7.000 MILE| 4068.50000 28479.50| 3950.00000 27650.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0370 702A010 7.000 MILE| 2034.25000 14239.75| 1975.00000 13825.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0380 702B001 811.000 LF | 1.90000 1540.90| 1.85000 1500.35| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0390 703A002 1130.000 SQFT| 2.57000 2904.10| 2.50000 2825.00| Traffic Control Markings, Class 2, Type | | | A | | | 0400 703B002 173.000 SQFT| 3.09000 534.57| 3.00000 519.00| Traffic Control Legends, Class 2, Type A| | | 0410 703D001 2260.000 SQFT| 1.34000 3028.40| 1.30000 2938.00| Temporary Traffic Control Markings | | | 0420 705A030 78.000 EACH| 5.40000 421.20| 5.25000 409.50| Pavement Markers, Class A-H, Type 2-C | | | 0430 705A031 432.000 EACH| 5.15000 2224.80| 5.00000 2160.00| Pavement Markers, Class A-H, Type 1-A | | | 0440 705A032 36.000 EACH| 5.15000 185.40| 5.00000 180.00| Pavement Markers, Class A-H, Type 1-B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 005 -5 TABULATION OF BIDS CALL ORDER : 005 CONTRACT ID : 20000526005 COUNTIES : BIBB TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 02033 | |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO.,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0450 705A037 5.000 EACH| 5.40000 27.00| 5.25000 26.25| Pavement Markers, Class A-H, Type 2-D | | | 0460 705A038 18.000 EACH| 5.40000 97.20| 5.25000 94.50| Pavement Markers, Class A-H, Type 2-E | | | 0470 740B000 1030.000 SQFT| 8.75000 9012.50| 12.00000 12360.00| Construction Signs | | | 0480 740D000 50.000 EACH| 25.00000 1250.00| 15.00000 750.00| Channelizing Drums | | | 0490 740E000 50.000 EACH| 14.00000 700.00| 5.00000 250.00| Cones (36 Inches High) | | | 0500 740M000 50.000 EACH| 9.00000 450.00| 2.00000 100.00| Weight For Cone | | | 0510 741C010 2.000 EACH| 1240.00000 2480.00| 1000.00000 2000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0520 998A000 LUMP| 1.24000 1.24| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $46,500.00) | | | SECTION TOTALS | $ 977,166.86| $ 1,111,930.87| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 977,166.86| $ 1,111,930.87| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20000526020 COUNTIES : CLAY LETTING DATE : 05/26/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-0020(8) for constructing the Planing, Resurfacing, Traffic Stripe, and Loop Detectors on S.R. #9 from M.P. 170.01 to M.P. 182.10 at S.R. #77 in Ashland. Length - 12.090 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,083,766.75 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,131,046.54 104.3625% 3 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,183,410.09 109.1941% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000526020 COUNTIES : CLAY LETTING DATE : 05/26/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 |(3) 04013 |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 13.000 EACH| 84.50000 1098.50| 152.05000 1976.65| 58.23000 756.99 Mailbox Reset, Single | | | 0020 401B100 170225.000 SYCP| 0.47000 80005.75| 0.61000 103837.25| 0.64000 108944.00 Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 6000.000 GAL | 1.10000 6600.00| 0.00000 0.00| 0.87000 5220.00 Tack Coat | | | 0040 408A051 360.000 SQYD| 5.00000 1800.00| 3.75000 1350.00| 8.24000 2966.40 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 408A052 2934.000 SY | 5.00000 14670.00| 2.83000 8303.22| 1.01000 2963.34 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 408A053 2329.000 SQYD| 5.00000 11645.00| 3.48000 8104.92| 2.55000 5938.95 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0070 424A240 10000.000 TON | 31.00000 310000.00| 33.97000 339700.00| 34.63000 346300.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0080 424A246 250.000 TON | 35.00000 8750.00| 40.63000 10157.50| 41.50000 10375.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0090 424A249 150.000 TON | 47.00000 7050.00| 63.91000 9586.50| 65.67000 9850.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0100 424B441 17600.000 TON | 25.00000 440000.00| 27.65000 486640.00| 27.37000 481712.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0110 424B445 100.000 TON | 65.00000 6500.00| 41.50000 4150.00| 58.89000 5889.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0120 424B452 200.000 TON | 35.00000 7000.00| 0.00000 0.00| 51.79000 10358.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Max | | | Aggregate Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20000526020 COUNTIES : CLAY LETTING DATE : 05/26/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 |(3) 04013 |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 430B043 4650.000 TCIP| 15.00000 69750.00| 11.55000 53707.50| 14.38000 66867.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 600A000 LUMP| 18150.00000 18150.00| 3459.75000 3459.75| 20330.00000 20330.00 Mobilization | | | 0150 701A028 24.000 MILE| 1365.00000 32760.00| 1365.00000 32760.00| 1428.27000 34278.48 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | 0160 701A046 9.000 MILE| 950.00000 8550.00| 945.00000 8505.00| 988.80000 8899.20 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 12.000 MILE| 1550.00000 18600.00| 1627.50000 19530.00| 1702.92000 20435.04 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701C000 27.000 MILE| 320.00000 8640.00| 294.00000 7938.00| 307.63000 8306.01 Broken Temporary Traffic Stripe | | | 0190 701C001 36.000 MILE| 360.00000 12960.00| 367.50000 13230.00| 384.53000 13843.08 Solid Temporary Traffic Stripe | | | 0200 703A002 1500.000 SQFT| 2.00000 3000.00| 2.52000 3780.00| 2.63000 3945.00 Traffic Control Markings, Class 2, Type | | | A | | | 0210 703D001 100.000 SQFT| 1.30000 130.00| 1.47000 147.00| 1.54000 154.00 Temporary Traffic Control Markings | | | 0220 730H000 1000.000 LF | 3.50000 3500.00| 3.68000 3680.00| 2.62000 2620.00 Loop Detector | | | 0230 730I000 250.000 LF | 0.75000 187.50| 0.79000 197.50| 1.46000 365.00 Shielded Loop Detector Home-Run Cable | | | 0240 740B000 742.000 SQFT| 10.00000 7420.00| 11.55000 8570.10| 9.03000 6700.26 Construction Signs | | | 0250 740O000 1.000 EACH| 5000.00000 5000.00| 1735.65000 1735.65| 5218.15000 5218.15 Pilot Car | | | 0260 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 174.69000 174.69 Construction Fuel (Maximum Bid Limited | | | To 48000.00) | | | SECTION TOTALS | $ 1,083,766.75| $ 1,131,046.54| $ 1,183,410.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,083,766.75| $ 1,131,046.54| $ 1,183,410.09 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20000526022 COUNTIES : JACKSON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0181(8) for constructing the Resurfacing and Traffic Stripe on S.R.#117 from S.R.#71 (M.P. 25.17) to the south city limits of Stevenson (M.P. 36.40). Length 11.230 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 1,422,412.70 100.0000% 2 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 1,516,596.67 106.6214% 3 02035 BURGREEN CONTRACTING COMPANY, INC. $ 1,785,693.75 125.5397% 4 01018 APAC-ALABAMA, INC. $ 1,845,639.27 129.7541% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000526022 COUNTIES : JACKSON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 10011 |(3) 02035 |WHITAKER CONTRACTING CORPORA|JACKSON PAVING & CONSTRUCTIO|BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3283.000 GAL | 0.65000 2133.95| 0.92000 3020.36| 1.00000 3283.00 Tack Coat | | | 0020 408A053 220.000 SQYD| 0.92000 202.40| 5.00000 1100.00| 6.00000 1320.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0030 424A240 11841.000 TON | 29.85000 353453.85| 30.00000 355230.00| 38.00000 449958.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 424B441 22842.000 TON | 22.85000 521939.70| 25.28000 577445.76| 29.00000 662418.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0050 424B549 3639.000 TON | 22.85000 83151.15| 25.16000 91557.24| 29.00000 105531.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0060 424C250 2924.000 TON | 22.85000 66813.40| 25.89000 75702.36| 29.00000 84796.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0070 430B004 12929.000 TNCP| 8.25000 106664.25| 10.55000 136400.95| 13.50000 174541.50 Aggregate Surfacing (AHD #810) | | | 0080 600A000 LUMP| 20998.00000 20998.00| 18050.00000 18050.00| 25000.00000 25000.00 Mobilization | | | 0090 701A065 1.000 MILE| 16125.00000 16125.00| 16125.00000 16125.00| 17000.00000 17000.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0100 701A073 1.000 MILE| 17073.00000 17073.00| 17073.00000 17073.00| 17500.00000 17500.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0110 701C000 20.000 MILE| 320.00000 6400.00| 320.00000 6400.00| 350.00000 7000.00 Broken Temporary Traffic Stripe | | | 0120 701C001 81.000 MILE| 360.00000 29160.00| 360.00000 29160.00| 375.00000 30375.00 Solid Temporary Traffic Stripe | | | 0130 701D008 1.000 MILE| 1250.00000 1250.00| 1250.00000 1250.00| 1300.00000 1300.00 Solid Traffic Stripe Removed (Plastic) | | | 0140 701D015 1.000 MILE| 1150.00000 1150.00| 1150.00000 1150.00| 1200.00000 1200.00 Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000526022 COUNTIES : JACKSON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 23009 |(2) 10011 |(3) 02035 |WHITAKER CONTRACTING CORPORA|JACKSON PAVING & CONSTRUCTIO|BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A007 7.000 MILE| 1975.00000 13825.00| 1975.00000 13825.00| 2100.00000 14700.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0160 702A008 25.000 MILE| 3950.00000 98750.00| 3950.00000 98750.00| 4000.00000 100000.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0170 702A009 14.000 MILE| 3950.00000 55300.00| 3950.00000 55300.00| 4000.00000 56000.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0180 702A010 3.000 MILE| 1975.00000 5925.00| 1975.00000 5925.00| 2100.00000 6300.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0190 703A002 150.000 SQFT| 3.00000 450.00| 3.00000 450.00| 3.15000 472.50 Traffic Control Markings, Class 2, Type | | | A | | | 0200 705A031 180.000 EACH| 5.00000 900.00| 5.00000 900.00| 5.25000 945.00 Pavement Markers, Class A-H, Type 1-A | | | 0210 705A032 275.000 EACH| 5.00000 1375.00| 5.00000 1375.00| 5.25000 1443.75 Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 1060.000 EACH| 5.25000 5565.00| 5.25000 5565.00| 5.50000 5830.00 Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 676.000 SQFT| 8.00000 5408.00| 4.50000 3042.00| 5.00000 3380.00 Construction Signs | | | 0240 740D000 100.000 EACH| 25.00000 2500.00| 5.00000 500.00| 0.00000 0.00 Channelizing Drums | | | 0250 740E000 400.000 EACH| 10.00000 4000.00| 1.00000 400.00| 10.00000 4000.00 Cones (36 Inches High) | | | 0260 740M000 400.000 EACH| 1.00000 400.00| 1.00000 400.00| 1.00000 400.00 Weight For Cone | | | 0270 741C010 1.000 EACH| 1500.00000 1500.00| 500.00000 500.00| 1000.00000 1000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0280 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 10000.00000 10000.00 Construction Fuel (Maximum Bid Limited | | | To 79,000.00) | | | SECTION TOTALS | $ 1,422,412.70| $ 1,516,596.67| $ 1,785,693.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,422,412.70| $ 1,516,596.67| $ 1,785,693.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000526022 COUNTIES : JACKSON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3283.000 GAL | 1.41000 4629.03| | Tack Coat | | | 0020 408A053 220.000 SQYD| 23.73000 5220.60| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0030 424A240 11841.000 TON | 38.11000 451260.51| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 424B441 22842.000 TON | 31.22000 713127.24| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0050 424B549 3639.000 TON | 33.81000 123034.59| | Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0060 424C250 2924.000 TON | 33.45000 97807.80| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0070 430B004 12929.000 TNCP| 12.53000 162000.37| | Aggregate Surfacing (AHD #810) | | | 0080 600A000 LUMP| 16530.93000 16530.93| | Mobilization | | | 0090 701A065 1.000 MILE| 16454.08000 16454.08| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0100 701A073 1.000 MILE| 17421.43000 17421.43| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0110 701C000 20.000 MILE| 326.53000 6530.60| | Broken Temporary Traffic Stripe | | | 0120 701C001 81.000 MILE| 367.35000 29755.35| | Solid Temporary Traffic Stripe | | | 0130 701D008 1.000 MILE| 1275.51000 1275.51| | Solid Traffic Stripe Removed (Plastic) | | | 0140 701D015 1.000 MILE| 1173.47000 1173.47| | Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20000526022 COUNTIES : JACKSON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(4) 01018 | | |APAC-ALABAMA, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A007 7.000 MILE| 2015.31000 14107.17| | Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0160 702A008 25.000 MILE| 4030.61000 100765.25| | Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0170 702A009 14.000 MILE| 4030.61000 56428.54| | Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0180 702A010 3.000 MILE| 2015.31000 6045.93| | Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0190 703A002 150.000 SQFT| 3.06000 459.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0200 705A031 180.000 EACH| 5.10000 918.00| | Pavement Markers, Class A-H, Type 1-A | | | 0210 705A032 275.000 EACH| 5.10000 1402.50| | Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 1060.000 EACH| 5.36000 5681.60| | Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 676.000 SQFT| 11.64000 7868.64| | Construction Signs | | | 0240 740D000 100.000 EACH| 1.37000 137.00| | Channelizing Drums | | | 0250 740E000 400.000 EACH| 6.95000 2780.00| | Cones (36 Inches High) | | | 0260 740M000 400.000 EACH| 4.30000 1720.00| | Weight For Cone | | | 0270 741C010 1.000 EACH| 1103.13000 1103.13| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0280 998A000 LUMP| 1.00000 1.00| | Construction Fuel (Maximum Bid Limited | | | To 79,000.00) | | | SECTION TOTALS | $ 1,845,639.27| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,845,639.27| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -1 VENDOR RANKING CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 300 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-190(17) for constructing the Grade and Drain for additional lanes on S.R. #69 from the 3-lane section at Moundville to the 4-lane section south of Tuscaloosa. Length - 6.445 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14007 W. S. NEWELL & SONS, INC. $ 3,819,657.50 100.0000% 2 18024 RACON, INC. $ 3,845,044.82 100.6646% 3 30002 ELLARD CONTR. CO., INC. & ELLARD CONSTR., INC. $ 4,225,354.82 110.6213% 4 14001 NEWELL ROADBUILDERS, INC. $ 4,239,030.86 110.9793% 5 05009 EUTAW CONSTRUCTION COMPANY, INC. $ 4,295,137.64 112.4482% 6 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 4,957,440.27 129.7875% 7 07044 GFC CONSTRUCTION, INC. $ 5,174,674.77 135.4748% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -2 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 18024 |(3) 30002 |W. S. NEWELL & SONS, INC. |RACON, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 237000.00000 237000.00| 100000.00000 100000.00| 225113.29000 225113.29 Clearing & Grubbing (Approximately 110 | | | Acres) | | | 0020 206C003 5470.000 SQYD| 1.10000 6017.00| 1.00000 5470.00| 0.50000 2735.00 Removing Concrete Flumes | | | 0030 206D000 723.000 LF | 2.50000 1807.50| 5.30000 3831.90| 6.00000 4338.00 Removing Pipe | | | 0040 206D001 3709.000 LF | 1.25000 4636.25| 0.80000 2967.20| 0.75000 2781.75 Removing Guardrail | | | 0050 210A000 709773.000 CYIP| 1.17000 830434.41| 1.10000 780750.30| 1.60000 1135636.80 Unclassified Excavation | | | 0060 210D013 137720.000 CYIP| 0.00000 0.00| 2.25000 309870.00| 1.60000 220352.00 Borrow Excavation (A-4(0) or Better) | | | 0070 214A000 10014.000 CUYD| 3.00000 30042.00| 4.00000 40056.00| 0.95000 9513.30 Structure Excavation | | | 0080 214B001 1554.000 CUYD| 13.00000 20202.00| 25.34000 39378.36| 25.00000 38850.00 Foundation Backfill, Commercial | | | 0090 230A000 352.000 RBST| 255.00000 89760.00| 300.00000 105600.00| 400.00000 140800.00 Roadbed Processing | | | 0100 301A004 1512.000 SYCP| 4.75000 7182.00| 3.50000 5292.00| 4.20000 6350.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0110 301A008 2162.000 SYCP| 5.00000 10810.00| 4.15000 8972.30| 5.20000 11242.40 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0120 305B060 500.000 TCIP| 17.00000 8500.00| 16.00000 8000.00| 15.50000 7750.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0130 401A000 2698.000 SYCP| 1.00000 2698.00| 0.40000 1079.20| 0.93000 2509.14 Bituminous Treatment A | | | 0140 401B107 2698.000 SYCP| 4.93000 13301.14| 5.13000 13840.74| 4.93000 13301.14 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0150 502A000 191217.000 LB | 0.50000 95608.50| 0.55000 105169.35| 0.50000 95608.50 Steel Reinforcement | | | 0160 524B011 994.000 CUYD| 325.00000 323050.00| 300.00000 298200.00| 325.00000 323050.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0170 530A001 5698.000 LF | 19.50000 111111.00| 20.60000 117378.80| 22.00000 125356.00 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -3 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 18024 |(3) 30002 |W. S. NEWELL & SONS, INC. |RACON, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 530A002 1622.000 LF | 27.00000 43794.00| 28.21000 45756.62| 32.00000 51904.00 24" Roadway Pipe (Class 3 R.C.) | | | 0190 530A003 193.000 LF | 38.00000 7334.00| 36.71000 7085.03| 43.00000 8299.00 30" Roadway Pipe (Class 3 R.C.) | | | 0200 530A004 312.000 LF | 49.50000 15444.00| 47.32000 14763.84| 56.00000 17472.00 36" Roadway Pipe (Class 3 R.C.) | | | 0210 530A008 162.000 LF | 108.00000 17496.00| 102.97000 16681.14| 119.00000 19278.00 60" Roadway Pipe (Class 3 R.C.) | | | 0220 530A013 111.000 LF | 31.50000 3496.50| 31.31000 3475.41| 34.00000 3774.00 24" Roadway Pipe (Class 4 R.C.) | | | 0230 530A014 99.000 LF | 42.75000 4232.25| 42.19000 4176.81| 47.00000 4653.00 30" Roadway Pipe (Class 4 R.C.) | | | 0240 530A015 146.000 LF | 53.60000 7825.60| 58.67000 8565.82| 59.00000 8614.00 36" Roadway Pipe (Class 4 R.C.) | | | 0250 530A017 550.000 LF | 97.00000 53350.00| 96.52000 53086.00| 107.00000 58850.00 48" Roadway Pipe (Class 4 R.C.) | | | 0260 530A018 177.000 LF | 107.00000 18939.00| 104.08000 18422.16| 116.00000 20532.00 54" Roadway Pipe (Class 4 R.C.) | | | 0270 530A201 506.000 LF | 20.80000 10524.80| 22.81000 11541.86| 22.00000 11132.00 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0280 530A661 179.000 LF | 42.50000 7607.50| 25.92000 4639.68| 22.00000 3938.00 18" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0290 530A800 30.000 LF | 16.60000 498.00| 26.26000 787.80| 18.00000 540.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0300 530B015 95.000 LF | 66.75000 6341.25| 62.82000 5967.90| 70.00000 6650.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0310 535A001 379.000 LF | 16.50000 6253.50| 18.03000 6833.37| 18.00000 6822.00 18" Side Drain Pipe | | | 0320 535A004 196.000 LF | 34.75000 6811.00| 34.48000 6758.08| 40.00000 7840.00 36" Side Drain Pipe | | | 0330 600A000 LUMP| 43000.00000 43000.00| 100000.00000 100000.00| 50000.00000 50000.00 Mobilization | | | 0340 601A000 1.000 EACH| 1000.00000 1000.00| 500.00000 500.00| 13000.00000 13000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 602A000 3.000 EACH| 100.00000 300.00| 65.00000 195.00| 200.00000 600.00 Right Of Way Markers | | | 0360 606A000 10000.000 LF | 7.00000 70000.00| 7.89000 78900.00| 10.25000 102500.00 6" Underdrain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -4 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 18024 |(3) 30002 |W. S. NEWELL & SONS, INC. |RACON, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 606A001 200.000 LF | 10.00000 2000.00| 9.85000 1970.00| 12.00000 2400.00 8" Underdrain Pipe | | | 0380 610C001 8024.000 TON | 17.00000 136408.00| 18.05000 144833.20| 12.00000 96288.00 Loose Riprap, Class 2 | | | 0390 610D003 6665.000 SQYD| 2.00000 13330.00| 1.25000 8331.25| 2.00000 13330.00 Filter Blanket, Geotextile | | | 0400 614A000 2864.000 CUYD| 195.00000 558480.00| 195.00000 558480.00| 195.00000 558480.00 Slope Paving | | | 0410 619A002 22.000 EACH| 450.00000 9900.00| 646.00000 14212.00| 450.00000 9900.00 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 2.000 EACH| 550.00000 1100.00| 711.00000 1422.00| 550.00000 1100.00 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A004 2.000 EACH| 625.00000 1250.00| 792.00000 1584.00| 625.00000 1250.00 30" Roadway Pipe End Treatment, Class 1 | | | 0440 619A055 4.000 EACH| 1500.00000 6000.00| 1347.00000 5388.00| 1500.00000 6000.00 36" Roadway Pipe End Treatment, Class 2 | | | 0450 619A057 3.000 EACH| 2000.00000 6000.00| 1560.00000 4680.00| 2000.00000 6000.00 48" Roadway Pipe End Treatment, Class 2 | | | 0460 619A058 2.000 EACH| 2500.00000 5000.00| 1822.00000 3644.00| 2500.00000 5000.00 54" Roadway Pipe End Treatment, Class 2 | | | 0470 619A059 1.000 EACH| 3200.00000 3200.00| 2110.00000 2110.00| 3200.00000 3200.00 60" Roadway Pipe End Treatment, Class 2 | | | 0480 619A101 22.000 EACH| 450.00000 9900.00| 646.00000 14212.00| 450.00000 9900.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 619A129 12.000 EACH| 1800.00000 21600.00| 1235.00000 14820.00| 1800.00000 21600.00 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0500 619B069 1.000 EACH| 1600.00000 1600.00| 1471.00000 1471.00| 1600.00000 1600.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0510 620A000 1.000 CUYD| 1000.00000 1000.00| 1000.00000 1000.00| 950.00000 950.00 Minor Structure Concrete | | | 0520 621A000 11.000 EACH| 2200.00000 24200.00| 2050.00000 22550.00| 2200.00000 24200.00 Junction Boxes, Type 1, 1P Or 5 | | | 0530 621A001 6.000 EACH| 2650.00000 15900.00| 2050.00000 12300.00| 2250.00000 13500.00 Junction Boxes, Type 1, 2P Or 5 | | | 0540 621A010 14.000 EACH| 2200.00000 30800.00| 2050.00000 28700.00| 2200.00000 30800.00 Junction Boxes, Type 3 | | | 0550 621A016 5.000 EACH| 4500.00000 22500.00| 3557.00000 17785.00| 4500.00000 22500.00 Junction Boxes, Type 4, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -5 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 18024 |(3) 30002 |W. S. NEWELL & SONS, INC. |RACON, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 621A017 5.000 EACH| 5500.00000 27500.00| 3774.00000 18870.00| 5500.00000 27500.00 Junction Boxes, Type 4, 2P Or 5 | | | 0570 621B001 5.000 EACH| 600.00000 3000.00| 405.00000 2025.00| 600.00000 3000.00 Junction Box Units, Type 1, 2P Or 5 | | | 0580 621B019 7.000 EACH| 850.00000 5950.00| 1050.00000 7350.00| 850.00000 5950.00 Junction Box Units, Type 4, 2P Or 5 | | | 0590 621C002 6.000 EACH| 1800.00000 10800.00| 2485.00000 14910.00| 1800.00000 10800.00 Inlets, Type C, P1 Or P3 | | | 0600 621C020 37.000 EACH| 1800.00000 66600.00| 1990.00000 73630.00| 1800.00000 66600.00 Inlets, Type Y | | | 0610 621C068 5.000 EACH| 1400.00000 7000.00| 1730.00000 8650.00| 1400.00000 7000.00 Inlets, Type Y (Partial) | | | 0620 621D019 54.000 EACH| 550.00000 29700.00| 370.00000 19980.00| 550.00000 29700.00 Inlet Units, Type Y | | | 0630 629A004 32.000 LF | 145.00000 4640.00| 160.00000 5120.00| 145.00000 4640.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0640 630A000 786.000 LF | 12.25000 9628.50| 12.72000 9997.92| 12.00000 9432.00 Steel Beam Guardrail, Class A, Type 1 | | | 0650 630C070 2.000 EACH| 1285.00000 2570.00| 1590.00000 3180.00| 1500.00000 3000.00 Guardrail End Anchor, Type 10 Series | | | 0660 650B000 60000.000 CYIP| 1.75000 105000.00| 1.50000 90000.00| 1.50000 90000.00 Topsoil From Stockpiles | | | 0670 652A054 55.000 ACRE| 475.00000 26125.00| 526.05000 28932.75| 425.00000 23375.00 Seeding (Mix 2A) | | | 0680 652A056 55.000 ACRE| 475.00000 26125.00| 550.75000 30291.25| 425.00000 23375.00 Seeding (Mix 2E) | | | 0690 652B053 25.000 ACRE| 0.01000 0.25| 410.25000 10256.25| 500.00000 12500.00 Temporary Seeding (Mix 2AT) | | | 0700 652C000 220.000 ACRE| 0.01000 2.20| 28.75000 6325.00| 100.00000 22000.00 Mowing | | | 0710 652D054 25.000 ACRE| 0.01000 0.25| 500.00000 12500.00| 350.00000 8750.00 Seeding In Stubble (Mix 2A) | | | 0720 654A001 9200.000 SQYD| 3.50000 32200.00| 3.00000 27600.00| 3.00000 27600.00 Solid Sodding (Bermuda) | | | 0730 656A000 65.000 ACRE| 450.00000 29250.00| 426.30000 27709.50| 425.00000 27625.00 Mulching, Class A, Type 1 | | | 0740 656A001 70.000 ACRE| 475.00000 33250.00| 540.40000 37828.00| 450.00000 31500.00 Mulching, Class A, Type 2 | | | 0750 665A000 55.000 ACRE| 0.01000 0.55| 397.10000 21840.50| 250.00000 13750.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -6 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 14007 |(2) 18024 |(3) 30002 |W. S. NEWELL & SONS, INC. |RACON, INC. |ELLARD CONTR. & ELLARD CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 665B000 55.000 ACRE| 0.01000 0.55| 426.30000 23446.50| 250.00000 13750.00 Temporary Mulching | | | 0770 665C001 380.000 LF | 16.50000 6270.00| 19.91000 7565.80| 18.00000 6840.00 18" Temporary Pipe | | | 0780 665F000 1500.000 EACH| 4.00000 6000.00| 5.00000 7500.00| 5.30000 7950.00 Hay Bales | | | 0790 665I000 600.000 TON | 17.00000 10200.00| 21.64000 12984.00| 14.00000 8400.00 Temporary Riprap, Class 2 | | | 0800 665J000 18000.000 LF | 2.65000 47700.00| 1.60000 28800.00| 3.00000 54000.00 Silt Fence, Type A | | | 0810 665K000 2000.000 CUYD| 4.00000 8000.00| 7.65000 15300.00| 3.50000 7000.00 Drainage Sump Excavation | | | 0820 666A001 55.000 ACRE| 0.00000 0.00| 30.00000 1650.00| 10.00000 550.00 Pest Control Treatment | | | 0830 680A000 LUMP| 75000.00000 75000.00| 54524.91000 54524.91| 46340.00000 46340.00 Engineering Controls | | | 0840 740B000 704.000 SQFT| 14.00000 9856.00| 11.30000 7955.20| 8.95000 6300.80 Construction Signs | | | 0850 740D000 100.000 EACH| 38.00000 3800.00| 43.00000 4300.00| 42.10000 4210.00 Channelizing Drums | | | 0860 740F002 46.000 EACH| 300.00000 13800.00| 192.72000 8865.12| 210.55000 9685.30 Barricades, Type III | | | 0870 740I005 24.000 EACH| 775.00000 18600.00| 753.00000 18072.00| 789.50000 18948.00 Warning Lights, Type B (Detachable Head)| | | 0880 998A000 LUMP| 210914.00000 210914.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To 402,000.00) | | | 0890 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,819,657.50| $ 3,845,044.82| $ 4,225,354.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,819,657.50| $ 3,845,044.82| $ 4,225,354.82 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -7 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 14001 |(5) 05009 |(6) 20011 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC.|TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 297000.00000 297000.00| 377000.00000 377000.00| 514000.00000 514000.00 Clearing & Grubbing (Approximately 110 | | | Acres) | | | 0020 206C003 5470.000 SQYD| 2.00000 10940.00| 2.50000 13675.00| 2.00000 10940.00 Removing Concrete Flumes | | | 0030 206D000 723.000 LF | 2.00000 1446.00| 5.85000 4229.55| 2.00000 1446.00 Removing Pipe | | | 0040 206D001 3709.000 LF | 1.00000 3709.00| 1.25000 4636.25| 2.00000 7418.00 Removing Guardrail | | | 0050 210A000 709773.000 CYIP| 1.60000 1135636.80| 1.20000 851727.60| 1.75000 1242102.75 Unclassified Excavation | | | 0060 210D013 137720.000 CYIP| 1.60000 220352.00| 1.00000 137720.00| 2.00000 275440.00 Borrow Excavation (A-4(0) or Better) | | | 0070 214A000 10014.000 CUYD| 2.15000 21530.10| 4.50000 45063.00| 4.00000 40056.00 Structure Excavation | | | 0080 214B001 1554.000 CUYD| 24.00000 37296.00| 20.00000 31080.00| 17.00000 26418.00 Foundation Backfill, Commercial | | | 0090 230A000 352.000 RBST| 215.00000 75680.00| 100.00000 35200.00| 300.00000 105600.00 Roadbed Processing | | | 0100 301A004 1512.000 SYCP| 5.00000 7560.00| 4.00000 6048.00| 5.00000 7560.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0110 301A008 2162.000 SYCP| 6.25000 13512.50| 5.00000 10810.00| 5.50000 11891.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0120 305B060 500.000 TCIP| 26.50000 13250.00| 14.00000 7000.00| 18.00000 9000.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0130 401A000 2698.000 SYCP| 1.00000 2698.00| 0.75000 2023.50| 0.75000 2023.50 Bituminous Treatment A | | | 0140 401B107 2698.000 SYCP| 4.93000 13301.14| 4.90000 13220.20| 4.90000 13220.20 Bituminous Treatment KG (With Polymer | | | Additive) | | | 0150 502A000 191217.000 LB | 0.46000 87959.82| 0.46000 87959.82| 0.48000 91784.16 Steel Reinforcement | | | 0160 524B011 994.000 CUYD| 300.00000 298200.00| 300.00000 298200.00| 240.00000 238560.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0170 530A001 5698.000 LF | 19.00000 108262.00| 19.00000 108262.00| 20.52000 116922.96 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -8 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 14001 |(5) 05009 |(6) 20011 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC.|TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 530A002 1622.000 LF | 26.00000 42172.00| 27.00000 43794.00| 25.60000 41523.20 24" Roadway Pipe (Class 3 R.C.) | | | 0190 530A003 193.000 LF | 36.00000 6948.00| 37.00000 7141.00| 41.00000 7913.00 30" Roadway Pipe (Class 3 R.C.) | | | 0200 530A004 312.000 LF | 48.00000 14976.00| 48.00000 14976.00| 53.00000 16536.00 36" Roadway Pipe (Class 3 R.C.) | | | 0210 530A008 162.000 LF | 115.00000 18630.00| 108.00000 17496.00| 108.00000 17496.00 60" Roadway Pipe (Class 3 R.C.) | | | 0220 530A013 111.000 LF | 31.00000 3441.00| 30.00000 3330.00| 30.50000 3385.50 24" Roadway Pipe (Class 4 R.C.) | | | 0230 530A014 99.000 LF | 44.00000 4356.00| 41.00000 4059.00| 45.00000 4455.00 30" Roadway Pipe (Class 4 R.C.) | | | 0240 530A015 146.000 LF | 51.00000 7446.00| 51.00000 7446.00| 56.00000 8176.00 36" Roadway Pipe (Class 4 R.C.) | | | 0250 530A017 550.000 LF | 100.00000 55000.00| 101.00000 55550.00| 102.00000 56100.00 48" Roadway Pipe (Class 4 R.C.) | | | 0260 530A018 177.000 LF | 111.00000 19647.00| 108.00000 19116.00| 112.00000 19824.00 54" Roadway Pipe (Class 4 R.C.) | | | 0270 530A201 506.000 LF | 20.00000 10120.00| 19.00000 9614.00| 30.00000 15180.00 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0280 530A661 179.000 LF | 41.00000 7339.00| 19.00000 3401.00| 28.00000 5012.00 18" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0290 530A800 30.000 LF | 23.00000 690.00| 16.00000 480.00| 40.00000 1200.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0300 530B015 95.000 LF | 64.00000 6080.00| 62.00000 5890.00| 64.00000 6080.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0310 535A001 379.000 LF | 15.00000 5685.00| 14.00000 5306.00| 20.00000 7580.00 18" Side Drain Pipe | | | 0320 535A004 196.000 LF | 34.00000 6664.00| 27.00000 5292.00| 52.00000 10192.00 36" Side Drain Pipe | | | 0330 600A000 LUMP| 100000.00000 100000.00| 400000.00000 400000.00| 300000.00000 300000.00 Mobilization | | | 0340 601A000 1.000 EACH| 5000.00000 5000.00| 15000.00000 15000.00| 4000.00000 4000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 602A000 3.000 EACH| 135.00000 405.00| 50.00000 150.00| 100.00000 300.00 Right Of Way Markers | | | 0360 606A000 10000.000 LF | 7.00000 70000.00| 7.00000 70000.00| 8.00000 80000.00 6" Underdrain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -9 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 14001 |(5) 05009 |(6) 20011 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC.|TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 606A001 200.000 LF | 10.00000 2000.00| 18.00000 3600.00| 10.00000 2000.00 8" Underdrain Pipe | | | 0380 610C001 8024.000 TON | 20.30000 162887.20| 22.00000 176528.00| 17.25000 138414.00 Loose Riprap, Class 2 | | | 0390 610D003 6665.000 SQYD| 2.25000 14996.25| 1.50000 9997.50| 2.50000 16662.50 Filter Blanket, Geotextile | | | 0400 614A000 2864.000 CUYD| 175.00000 501200.00| 200.00000 572800.00| 200.00000 572800.00 Slope Paving | | | 0410 619A002 22.000 EACH| 350.00000 7700.00| 580.00000 12760.00| 550.00000 12100.00 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 2.000 EACH| 375.00000 750.00| 650.00000 1300.00| 600.00000 1200.00 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A004 2.000 EACH| 550.00000 1100.00| 860.00000 1720.00| 750.00000 1500.00 30" Roadway Pipe End Treatment, Class 1 | | | 0440 619A055 4.000 EACH| 1100.00000 4400.00| 1600.00000 6400.00| 1500.00000 6000.00 36" Roadway Pipe End Treatment, Class 2 | | | 0450 619A057 3.000 EACH| 1350.00000 4050.00| 2500.00000 7500.00| 2000.00000 6000.00 48" Roadway Pipe End Treatment, Class 2 | | | 0460 619A058 2.000 EACH| 1500.00000 3000.00| 3000.00000 6000.00| 3000.00000 6000.00 54" Roadway Pipe End Treatment, Class 2 | | | 0470 619A059 1.000 EACH| 1700.00000 1700.00| 3500.00000 3500.00| 3500.00000 3500.00 60" Roadway Pipe End Treatment, Class 2 | | | 0480 619A101 22.000 EACH| 350.00000 7700.00| 580.00000 12760.00| 550.00000 12100.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 619A129 12.000 EACH| 1150.00000 13800.00| 1800.00000 21600.00| 1500.00000 18000.00 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0500 619B069 1.000 EACH| 950.00000 950.00| 1600.00000 1600.00| 1500.00000 1500.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0510 620A000 1.000 CUYD| 500.00000 500.00| 1500.00000 1500.00| 650.00000 650.00 Minor Structure Concrete | | | 0520 621A000 11.000 EACH| 1500.00000 16500.00| 1575.00000 17325.00| 1500.00000 16500.00 Junction Boxes, Type 1, 1P Or 5 | | | 0530 621A001 6.000 EACH| 1500.00000 9000.00| 1575.00000 9450.00| 1500.00000 9000.00 Junction Boxes, Type 1, 2P Or 5 | | | 0540 621A010 14.000 EACH| 1200.00000 16800.00| 1260.00000 17640.00| 1200.00000 16800.00 Junction Boxes, Type 3 | | | 0550 621A016 5.000 EACH| 2500.00000 12500.00| 2100.00000 10500.00| 2000.00000 10000.00 Junction Boxes, Type 4, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -10 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 14001 |(5) 05009 |(6) 20011 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC.|TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 621A017 5.000 EACH| 2500.00000 12500.00| 2100.00000 10500.00| 2000.00000 10000.00 Junction Boxes, Type 4, 2P Or 5 | | | 0570 621B001 5.000 EACH| 350.00000 1750.00| 1575.00000 7875.00| 400.00000 2000.00 Junction Box Units, Type 1, 2P Or 5 | | | 0580 621B019 7.000 EACH| 450.00000 3150.00| 2100.00000 14700.00| 500.00000 3500.00 Junction Box Units, Type 4, 2P Or 5 | | | 0590 621C002 6.000 EACH| 1400.00000 8400.00| 1470.00000 8820.00| 1250.00000 7500.00 Inlets, Type C, P1 Or P3 | | | 0600 621C020 37.000 EACH| 1500.00000 55500.00| 1470.00000 54390.00| 1250.00000 46250.00 Inlets, Type Y | | | 0610 621C068 5.000 EACH| 500.00000 2500.00| 1050.00000 5250.00| 1500.00000 7500.00 Inlets, Type Y (Partial) | | | 0620 621D019 54.000 EACH| 350.00000 18900.00| 1470.00000 79380.00| 250.00000 13500.00 Inlet Units, Type Y | | | 0630 629A004 32.000 LF | 150.00000 4800.00| 58.00000 1856.00| 150.00000 4800.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0640 630A000 786.000 LF | 12.25000 9628.50| 12.25000 9628.50| 12.25000 9628.50 Steel Beam Guardrail, Class A, Type 1 | | | 0650 630C070 2.000 EACH| 1285.00000 2570.00| 1285.00000 2570.00| 1285.00000 2570.00 Guardrail End Anchor, Type 10 Series | | | 0660 650B000 60000.000 CYIP| 2.00000 120000.00| 1.00000 60000.00| 2.50000 150000.00 Topsoil From Stockpiles | | | 0670 652A054 55.000 ACRE| 475.00000 26125.00| 540.00000 29700.00| 450.00000 24750.00 Seeding (Mix 2A) | | | 0680 652A056 55.000 ACRE| 475.00000 26125.00| 540.00000 29700.00| 450.00000 24750.00 Seeding (Mix 2E) | | | 0690 652B053 25.000 ACRE| 250.00000 6250.00| 324.00000 8100.00| 300.00000 7500.00 Temporary Seeding (Mix 2AT) | | | 0700 652C000 220.000 ACRE| 45.00000 9900.00| 27.00000 5940.00| 35.00000 7700.00 Mowing | | | 0710 652D054 25.000 ACRE| 450.00000 11250.00| 450.00000 11250.00| 550.00000 13750.00 Seeding In Stubble (Mix 2A) | | | 0720 654A001 9200.000 SQYD| 3.50000 32200.00| 2.70000 24840.00| 2.50000 23000.00 Solid Sodding (Bermuda) | | | 0730 656A000 65.000 ACRE| 450.00000 29250.00| 270.00000 17550.00| 350.00000 22750.00 Mulching, Class A, Type 1 | | | 0740 656A001 70.000 ACRE| 475.00000 33250.00| 405.00000 28350.00| 550.00000 38500.00 Mulching, Class A, Type 2 | | | 0750 665A000 55.000 ACRE| 250.00000 13750.00| 319.51000 17573.05| 300.00000 16500.00 Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -11 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 14001 |(5) 05009 |(6) 20011 |NEWELL ROADBUILDERS, INC. |EUTAW CONSTRUCTION CO., INC.|TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 665B000 55.000 ACRE| 300.00000 16500.00| 319.51000 17573.05| 400.00000 22000.00 Temporary Mulching | | | 0770 665C001 380.000 LF | 16.00000 6080.00| 13.00000 4940.00| 28.00000 10640.00 18" Temporary Pipe | | | 0780 665F000 1500.000 EACH| 6.00000 9000.00| 4.00000 6000.00| 3.00000 4500.00 Hay Bales | | | 0790 665I000 600.000 TON | 20.30000 12180.00| 29.00000 17400.00| 19.50000 11700.00 Temporary Riprap, Class 2 | | | 0800 665J000 18000.000 LF | 5.00000 90000.00| 1.30000 23400.00| 3.00000 54000.00 Silt Fence, Type A | | | 0810 665K000 2000.000 CUYD| 5.00000 10000.00| 3.50000 7000.00| 10.00000 20000.00 Drainage Sump Excavation | | | 0820 666A001 55.000 ACRE| 0.01000 0.55| 10.00000 550.00| 10.00000 550.00 Pest Control Treatment | | | 0830 680A000 LUMP| 100000.00000 100000.00| 120000.00000 120000.00| 120000.00000 120000.00 Engineering Controls | | | 0840 740B000 704.000 SQFT| 14.00000 9856.00| 11.64000 8194.56| 10.00000 7040.00 Construction Signs | | | 0850 740D000 100.000 EACH| 65.00000 6500.00| 76.80000 7680.00| 55.00000 5500.00 Channelizing Drums | | | 0860 740F002 46.000 EACH| 275.00000 12650.00| 166.39000 7653.94| 200.00000 9200.00 Barricades, Type III | | | 0870 740I005 24.000 EACH| 850.00000 20400.00| 74.88000 1797.12| 300.00000 7200.00 Warning Lights, Type B (Detachable Head)| | | 0880 998A000 LUMP| 0.00000 0.00| 25000.00000 25000.00| 75000.00000 75000.00 Construction Fuel (Maximum Bid Limited | | | To 402,000.00) | | | 0890 999 000 4500.000 HOUR| 0.80000 3600.00| 0.80000 3600.00| 0.80000 3600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 4,239,030.86| $ 4,295,137.64| $ 4,957,440.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,239,030.86| $ 4,295,137.64| $ 4,957,440.27 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -12 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 07044 | | |GFC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 400000.00000 400000.00| | Clearing & Grubbing (Approximately 110 | | | Acres) | | | 0020 206C003 5470.000 SQYD| 5.00000 27350.00| | Removing Concrete Flumes | | | 0030 206D000 723.000 LF | 8.00000 5784.00| | Removing Pipe | | | 0040 206D001 3709.000 LF | 1.40000 5192.60| | Removing Guardrail | | | 0050 210A000 709773.000 CYIP| 1.54000 1093050.42| | Unclassified Excavation | | | 0060 210D013 137720.000 CYIP| 1.54000 212088.80| | Borrow Excavation (A-4(0) or Better) | | | 0070 214A000 10014.000 CUYD| 10.00000 100140.00| | Structure Excavation | | | 0080 214B001 1554.000 CUYD| 22.00000 34188.00| | Foundation Backfill, Commercial | | | 0090 230A000 352.000 RBST| 505.00000 177760.00| | Roadbed Processing | | | 0100 301A004 1512.000 SYCP| 3.65000 5518.80| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0110 301A008 2162.000 SYCP| 4.30000 9296.60| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0120 305B060 500.000 TCIP| 12.00000 6000.00| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0130 401A000 2698.000 SYCP| 0.50000 1349.00| | Bituminous Treatment A | | | 0140 401B107 2698.000 SYCP| 5.05000 13624.90| | Bituminous Treatment KG (With Polymer | | | Additive) | | | 0150 502A000 191217.000 LB | 0.55000 105169.35| | Steel Reinforcement | | | 0160 524B011 994.000 CUYD| 275.00000 273350.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0170 530A001 5698.000 LF | 20.50000 116809.00| | 18" Roadway Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -13 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 07044 | | |GFC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 530A002 1622.000 LF | 25.65000 41604.30| | 24" Roadway Pipe (Class 3 R.C.) | | | 0190 530A003 193.000 LF | 40.00000 7720.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0200 530A004 312.000 LF | 52.25000 16302.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0210 530A008 162.000 LF | 110.00000 17820.00| | 60" Roadway Pipe (Class 3 R.C.) | | | 0220 530A013 111.000 LF | 30.00000 3330.00| | 24" Roadway Pipe (Class 4 R.C.) | | | 0230 530A014 99.000 LF | 45.00000 4455.00| | 30" Roadway Pipe (Class 4 R.C.) | | | 0240 530A015 146.000 LF | 56.00000 8176.00| | 36" Roadway Pipe (Class 4 R.C.) | | | 0250 530A017 550.000 LF | 101.50000 55825.00| | 48" Roadway Pipe (Class 4 R.C.) | | | 0260 530A018 177.000 LF | 112.00000 19824.00| | 54" Roadway Pipe (Class 4 R.C.) | | | 0270 530A201 506.000 LF | 30.00000 15180.00| | 18" Roadway Pipe (14 Gauge C.C.S.P.I.) | | | 0280 530A661 179.000 LF | 30.00000 5370.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Temporary) | | | 0290 530A800 30.000 LF | 40.00000 1200.00| | 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | 0300 530B015 95.000 LF | 65.00000 6175.00| | 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) (Extension) | | | 0310 535A001 379.000 LF | 20.50000 7769.50| | 18" Side Drain Pipe | | | 0320 535A004 196.000 LF | 52.25000 10241.00| | 36" Side Drain Pipe | | | 0330 600A000 LUMP| 450000.00000 450000.00| | Mobilization | | | 0340 601A000 1.000 EACH| 5000.00000 5000.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0350 602A000 3.000 EACH| 200.00000 600.00| | Right Of Way Markers | | | 0360 606A000 10000.000 LF | 8.00000 80000.00| | 6" Underdrain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -14 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 07044 | | |GFC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0370 606A001 200.000 LF | 10.00000 2000.00| | 8" Underdrain Pipe | | | 0380 610C001 8024.000 TON | 23.00000 184552.00| | Loose Riprap, Class 2 | | | 0390 610D003 6665.000 SQYD| 1.50000 9997.50| | Filter Blanket, Geotextile | | | 0400 614A000 2864.000 CUYD| 230.00000 658720.00| | Slope Paving | | | 0410 619A002 22.000 EACH| 700.00000 15400.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0420 619A003 2.000 EACH| 800.00000 1600.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0430 619A004 2.000 EACH| 1000.00000 2000.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0440 619A055 4.000 EACH| 2000.00000 8000.00| | 36" Roadway Pipe End Treatment, Class 2 | | | 0450 619A057 3.000 EACH| 2600.00000 7800.00| | 48" Roadway Pipe End Treatment, Class 2 | | | 0460 619A058 2.000 EACH| 4000.00000 8000.00| | 54" Roadway Pipe End Treatment, Class 2 | | | 0470 619A059 1.000 EACH| 5000.00000 5000.00| | 60" Roadway Pipe End Treatment, Class 2 | | | 0480 619A101 22.000 EACH| 700.00000 15400.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0490 619A129 12.000 EACH| 2000.00000 24000.00| | 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0500 619B069 1.000 EACH| 2200.00000 2200.00| | 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0510 620A000 1.000 CUYD| 1000.00000 1000.00| | Minor Structure Concrete | | | 0520 621A000 11.000 EACH| 1500.00000 16500.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0530 621A001 6.000 EACH| 1500.00000 9000.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0540 621A010 14.000 EACH| 1350.00000 18900.00| | Junction Boxes, Type 3 | | | 0550 621A016 5.000 EACH| 2200.00000 11000.00| | Junction Boxes, Type 4, 1P Or 5 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -15 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 07044 | | |GFC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0560 621A017 5.000 EACH| 2200.00000 11000.00| | Junction Boxes, Type 4, 2P Or 5 | | | 0570 621B001 5.000 EACH| 300.00000 1500.00| | Junction Box Units, Type 1, 2P Or 5 | | | 0580 621B019 7.000 EACH| 500.00000 3500.00| | Junction Box Units, Type 4, 2P Or 5 | | | 0590 621C002 6.000 EACH| 1500.00000 9000.00| | Inlets, Type C, P1 Or P3 | | | 0600 621C020 37.000 EACH| 1500.00000 55500.00| | Inlets, Type Y | | | 0610 621C068 5.000 EACH| 1000.00000 5000.00| | Inlets, Type Y (Partial) | | | 0620 621D019 54.000 EACH| 330.00000 17820.00| | Inlet Units, Type Y | | | 0630 629A004 32.000 LF | 165.00000 5280.00| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0640 630A000 786.000 LF | 13.50000 10611.00| | Steel Beam Guardrail, Class A, Type 1 | | | 0650 630C070 2.000 EACH| 1500.00000 3000.00| | Guardrail End Anchor, Type 10 Series | | | 0660 650B000 60000.000 CYIP| 2.00000 120000.00| | Topsoil From Stockpiles | | | 0670 652A054 55.000 ACRE| 600.00000 33000.00| | Seeding (Mix 2A) | | | 0680 652A056 55.000 ACRE| 600.00000 33000.00| | Seeding (Mix 2E) | | | 0690 652B053 25.000 ACRE| 330.00000 8250.00| | Temporary Seeding (Mix 2AT) | | | 0700 652C000 220.000 ACRE| 40.00000 8800.00| | Mowing | | | 0710 652D054 25.000 ACRE| 600.00000 15000.00| | Seeding In Stubble (Mix 2A) | | | 0720 654A001 9200.000 SQYD| 2.75000 25300.00| | Solid Sodding (Bermuda) | | | 0730 656A000 65.000 ACRE| 400.00000 26000.00| | Mulching, Class A, Type 1 | | | 0740 656A001 70.000 ACRE| 600.00000 42000.00| | Mulching, Class A, Type 2 | | | 0750 665A000 55.000 ACRE| 330.00000 18150.00| | Temporary Seeding | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 023 -16 TABULATION OF BIDS CALL ORDER : 023 CONTRACT ID : 20000526023 COUNTIES : TUSCALOOSA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(7) 07044 | | |GFC CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 665B000 55.000 ACRE| 450.00000 24750.00| | Temporary Mulching | | | 0770 665C001 380.000 LF | 20.00000 7600.00| | 18" Temporary Pipe | | | 0780 665F000 1500.000 EACH| 5.00000 7500.00| | Hay Bales | | | 0790 665I000 600.000 TON | 25.00000 15000.00| | Temporary Riprap, Class 2 | | | 0800 665J000 18000.000 LF | 4.00000 72000.00| | Silt Fence, Type A | | | 0810 665K000 2000.000 CUYD| 10.00000 20000.00| | Drainage Sump Excavation | | | 0820 666A001 55.000 ACRE| 15.00000 825.00| | Pest Control Treatment | | | 0830 680A000 LUMP| 120000.00000 120000.00| | Engineering Controls | | | 0840 740B000 704.000 SQFT| 14.00000 9856.00| | Construction Signs | | | 0850 740D000 100.000 EACH| 50.00000 5000.00| | Channelizing Drums | | | 0860 740F002 46.000 EACH| 250.00000 11500.00| | Barricades, Type III | | | 0870 740I005 24.000 EACH| 250.00000 6000.00| | Warning Lights, Type B (Detachable Head)| | | 0880 998A000 LUMP| 75000.00000 75000.00| | Construction Fuel (Maximum Bid Limited | | | To 402,000.00) | | | 0890 999 000 4500.000 HOUR| 0.80000 3600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 5,174,674.77| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,174,674.77| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BRF-196(23) for constructing the Bridge Replacement and Approaches on the Westbound Roadway of S.R.#2 (U.S.#72) at Dry Creek west of Tuscumbia. Length 1.448 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 1,223,119.89 100.0000% 2 11014 JOE KEENUM EXCAVATION & CONST., INC. $ 1,288,483.15 105.3439% 3 02035 BURGREEN CONTRACTING COMPANY, INC. $ 1,374,885.05 112.4080% 4 19074 S & M EQUIPMENT CO., INC. $ 1,387,207.49 113.4154% 5 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,496,461.97 122.3479% 6 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,538,277.75 125.7667% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 11014 |(3) 02035 |APAC-ALABAMA, INC. |JOE KEENUM EXCAVATION & CONS|BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 19725.83000 19725.83| 34600.00000 34600.00| 14000.00000 14000.00 Clearing & Grubbing (Approximately 9 | | | ACRES) | | | 0020 206A000 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 25000.00000 25000.00 Removal Of Old Bridge ,STATION 399+61 | | | WBR | | | 0030 206C003 199.000 SQYD| 6.07000 1207.93| 1.00000 199.00| 2.00000 398.00 Removing Concrete Flumes | | | 0040 206D000 401.000 LF | 7.06000 2831.06| 5.00000 2005.00| 4.00000 1604.00 Removing Pipe | | | 0050 206D001 1088.000 LF | 1.25000 1360.00| 2.00000 2176.00| 2.00000 2176.00 Removing Guardrail | | | 0060 206E008 3.000 EACH| 110.00000 330.00| 200.00000 600.00| 150.00000 450.00 Removing Guardrail End Anchor (All Type)| | | 0070 210A000 14154.000 CYIP| 2.36000 33403.44| 3.50000 49539.00| 2.50000 35385.00 Unclassified Excavation | | | 0080 210D000 22293.000 CYIP| 2.72000 60636.96| 4.25000 94745.25| 5.00000 111465.00 Borrow Excavation | | | 0090 214A000 27.000 CUYD| 6.35000 171.45| 15.00000 405.00| 20.00000 540.00 Structure Excavation | | | 0100 214B001 10.000 CUYD| 6.75000 67.50| 15.00000 150.00| 20.00000 200.00 Foundation Backfill, Commercial | | | 0110 230A000 22.000 RBST| 268.99000 5917.78| 300.00000 6600.00| 250.00000 5500.00 Roadbed Processing | | | 0120 301A008 18406.000 SYCP| 2.50000 46015.00| 2.80000 51536.80| 2.50000 46015.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0130 401A000 8997.000 SYCP| 0.35000 3148.95| 0.50000 4498.50| 0.40000 3598.80 Bituminous Treatment A | | | 0140 405A000 1069.000 GAL | 1.67000 1785.23| 3.00000 3207.00| 1.25000 1336.25 Tack Coat | | | 0150 410B000 1.000 EACH| 281.99000 281.99| 1000.00000 1000.00| 500.00000 500.00 State Furnished Profilograph | | | 0160 428C000 11930.000 LF | 0.50000 5965.00| 0.75000 8947.50| 0.40000 4772.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0170 429A281 2203.000 TON | 44.78000 98650.34| 38.00000 83714.00| 43.00000 94729.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 11014 |(3) 02035 |APAC-ALABAMA, INC. |JOE KEENUM EXCAVATION & CONS|BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 429A287 1500.000 TON | 28.13000 42195.00| 35.00000 52500.00| 40.00000 60000.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 429A290 470.000 TON | 43.02000 20219.40| 41.00000 19270.00| 40.00000 18800.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 429B282 4443.000 TON | 29.15000 129513.45| 30.00000 133290.00| 35.00000 155505.00 Improved Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 429B290 1000.000 TON | 26.45000 26450.00| 31.90000 31900.00| 35.00000 35000.00 Improved Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 429B293 940.000 TON | 30.34000 28519.60| 31.00000 29140.00| 35.00000 32900.00 Improved Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 429C281 3499.000 TON | 26.45000 92548.55| 28.00000 97972.00| 31.00000 108469.00 Improved Bituminous Concrete Base Layer,| | | 1 1/2" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0240 429C285 500.000 TON | 37.00000 18500.00| 42.00000 21000.00| 40.00000 20000.00 Improved Bituminous Concrete Base Layer,| | | Patching, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0250 429C291 1390.000 TON | 25.80000 35862.00| 31.00000 43090.00| 31.00000 43090.00 Improved Bituminous Concrete Base Layer,| | | Widening, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0260 430B017 500.000 TNCP| 12.35000 6175.00| 15.00000 7500.00| 9.00000 4500.00 Aggregate Surfacing (AHD #410, #467, Or | | | #810) | | | 0270 450B000 107.000 SQYD| 54.00000 5778.00| 54.00000 5778.00| 50.00000 5350.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A000 7155.000 LB | 0.48000 3434.40| 0.48000 3434.40| 0.50000 3577.50 Steel Reinforcement | | | 0290 502B000 LUMP| 14450.00000 14450.00| 15000.00000 15000.00| 15000.00000 15000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 399+65 , APPROX. | | | 31365 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 11014 |(3) 02035 |APAC-ALABAMA, INC. |JOE KEENUM EXCAVATION & CONS|BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 505C002 538.000 LF | 24.50000 13181.00| 24.50000 13181.00| 30.00000 16140.00 Steel Piling (HP 12x53) | | | 0310 505G003 28.000 EACH| 95.00000 2660.00| 95.00000 2660.00| 75.00000 2100.00 Pile Points (Type A, 12") | | | 0320 508A000 4155.000 LB | 2.70000 11218.50| 2.80000 11634.00| 2.25000 9348.75 Structural Steel | | | 0330 510A000 73.000 CUYD| 410.00000 29930.00| 415.00000 30295.00| 350.00000 25550.00 Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 48000.00000 48000.00| 49000.00000 49000.00| 58000.00000 58000.00 Bridge Concrete Superstructure, STA. | | | 399+65 , APPROX. 149 CU. YD. | | | 0350 510E000 432.000 SQYD| 6.50000 2808.00| 6.50000 2808.00| 7.00000 3024.00 Grooving Concrete Bridge Decks | | | 0360 511A001 12.000 EACH| 120.00000 1440.00| 130.00000 1560.00| 210.00000 2520.00 Elastomeric Bearings, Type 2 | | | 0370 513B019 643.000 LF | 117.50000 75552.50| 118.00000 75874.00| 150.00000 96450.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0380 530A002 23.000 LF | 35.08000 806.84| 30.00000 690.00| 35.00000 805.00 24" Roadway Pipe (Class 3 R.C.) | | | 0390 530A101 4.000 LF | 69.47000 277.88| 50.00000 200.00| 25.00000 100.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0400 530A102 11.000 LF | 60.32000 663.52| 55.00000 605.00| 35.00000 385.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0410 535A001 488.000 LF | 30.49000 14879.12| 18.00000 8784.00| 20.00000 9760.00 18" Side Drain Pipe | | | 0420 535A301 72.000 LF | 37.36000 2689.92| 20.00000 1440.00| 20.00000 1440.00 18" Side Drain Pipe (Extension) | | | 0430 535B011 136.000 LF | 31.41000 4271.76| 24.00000 3264.00| 30.00000 4080.00 22" Span, 14" Rise Side Drain Pipe | | | 0440 600A000 LUMP| 83415.00000 83415.00| 35000.00000 35000.00| 90000.00000 90000.00 Mobilization | | | 0450 606A000 200.000 LF | 7.66000 1532.00| 14.00000 2800.00| 6.00000 1200.00 6" Underdrain Pipe | | | 0460 610A004 762.000 SQYD| 17.19000 13098.78| 22.00000 16764.00| 17.00000 12954.00 Loose Riprap, Class 2, 24" Thick | | | 0470 610D000 782.000 SQYD| 1.70000 1329.40| 3.00000 2346.00| 2.50000 1955.00 Filter Blanket | | | 0480 617A000 3503.000 SQYD| 2.30000 8056.90| 3.00000 10509.00| 2.75000 9633.25 Bituminous Treated Glass Fiber Flumes | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -5 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 11014 |(3) 02035 |APAC-ALABAMA, INC. |JOE KEENUM EXCAVATION & CONS|BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 619A101 10.000 EACH| 380.00000 3800.00| 450.00000 4500.00| 425.00000 4250.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 619B116 2.000 EACH| 500.00000 1000.00| 500.00000 1000.00| 550.00000 1100.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0510 620A000 2.000 CUYD| 700.00000 1400.00| 700.00000 1400.00| 700.00000 1400.00 Minor Structure Concrete | | | 0520 621A000 2.000 EACH| 1600.00000 3200.00| 2500.00000 5000.00| 1700.00000 3400.00 Junction Boxes, Type 1, 1P Or 5 | | | 0530 621C020 2.000 EACH| 1650.00000 3300.00| 1800.00000 3600.00| 1750.00000 3500.00 Inlets, Type Y | | | 0540 621D019 2.000 EACH| 420.00000 840.00| 400.00000 800.00| 500.00000 1000.00 Inlet Units, Type Y | | | 0550 630C003 2.000 EACH| 1050.00000 2100.00| 1050.00000 2100.00| 1500.00000 3000.00 Guardrail End Anchor, Type 13 | | | 0560 630C050 2.000 EACH| 1950.00000 3900.00| 1950.00000 3900.00| 2600.00000 5200.00 Guardrail End Anchor, Type 20 Series | | | 0570 650A000 8610.000 CYIP| 5.56000 47871.60| 4.00000 34440.00| 2.50000 21525.00 Topsoil | | | 0580 652A050 6.000 ACRE| 425.00000 2550.00| 700.00000 4200.00| 500.00000 3000.00 Seeding (Mix 1A) | | | 0590 652A053 2.000 ACRE| 425.00000 850.00| 700.00000 1400.00| 500.00000 1000.00 Seeding (Mix 1E) | | | 0600 652B050 6.000 ACRE| 500.00000 3000.00| 250.00000 1500.00| 300.00000 1800.00 Temporary Seeding (Mix 1AT) | | | 0610 652C000 8.000 ACRE| 100.00000 800.00| 37.25000 298.00| 50.00000 400.00 Mowing | | | 0620 652D050 6.000 ACRE| 350.00000 2100.00| 250.00000 1500.00| 350.00000 2100.00 Seeding In Stubble (Mix 1A) | | | 0630 656A000 6.000 ACRE| 425.00000 2550.00| 575.00000 3450.00| 400.00000 2400.00 Mulching, Class A, Type 1 | | | 0640 656A001 2.000 ACRE| 450.00000 900.00| 675.00000 1350.00| 500.00000 1000.00 Mulching, Class A, Type 2 | | | 0650 659A000 100.000 SQYD| 1.75000 175.00| 2.50000 250.00| 2.00000 200.00 Erosion Control Netting, Class A | | | 0660 659A001 100.000 SQYD| 1.75000 175.00| 2.25000 225.00| 2.00000 200.00 Erosion Control Netting, Class B | | | 0670 665F000 145.000 EACH| 8.35000 1210.75| 5.00000 725.00| 5.00000 725.00 Hay Bales | | | 0680 665I000 320.000 TON | 13.79000 4412.80| 15.00000 4800.00| 17.50000 5600.00 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -6 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 11014 |(3) 02035 |APAC-ALABAMA, INC. |JOE KEENUM EXCAVATION & CONS|BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 665J000 570.000 LF | 3.47000 1977.90| 5.00000 2850.00| 4.00000 2280.00 Silt Fence, Type A | | | 0700 665K000 60.000 CUYD| 6.74000 404.40| 3.00000 180.00| 4.00000 240.00 Drainage Sump Excavation | | | 0710 666A001 8.000 ACRE| 10.00000 80.00| 1.00000 8.00| 25.00000 200.00 Pest Control Treatment | | | 0720 680A000 LUMP| 25337.50000 25337.50| 14000.00000 14000.00| 15500.00000 15500.00 Engineering Controls | | | 0730 701C000 4.000 MILE| 475.00000 1900.00| 500.00000 2000.00| 500.00000 2000.00 Broken Temporary Traffic Stripe | | | 0740 701C001 1.000 MILE| 495.00000 495.00| 500.00000 500.00| 600.00000 600.00 Solid Temporary Traffic Stripe | | | 0750 701C004 1.000 MILE| 2640.00000 2640.00| 3300.00000 3300.00| 2750.00000 2750.00 Broken Temporary Traffic Stripe (Tape) | | | 0760 701C005 1.000 MILE| 7920.00000 7920.00| 6800.00000 6800.00| 8500.00000 8500.00 Solid Temporary Traffic Stripe (Tape) | | | 0770 701G121 110.000 LF | 4.50000 495.00| 5.20000 572.00| 4.75000 522.50 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0780 701G125 110.000 LF | 5.00000 550.00| 7.12000 783.20| 5.25000 577.50 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0790 701G133 110.000 LF | 5.00000 550.00| 7.31000 804.10| 5.25000 577.50 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0800 702A008 2.000 MILE| 4400.00000 8800.00| 4500.00000 9000.00| 4500.00000 9000.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0810 702A009 2.000 MILE| 4400.00000 8800.00| 4500.00000 9000.00| 4500.00000 9000.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0820 702A010 2.000 MILE| 2400.00000 4800.00| 2000.00000 4000.00| 2600.00000 5200.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0830 702B001 2490.000 LF | 1.50000 3735.00| 1.50000 3735.00| 1.60000 3984.00 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0840 703A002 1520.000 SQFT| 2.50000 3800.00| 2.50000 3800.00| 2.60000 3952.00 Traffic Control Markings, Class 2, Type | | | A | | | 0850 703B002 247.000 SQFT| 3.25000 802.75| 3.00000 741.00| 3.50000 864.50 Traffic Control Legends, Class 2, Type A| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -7 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 11014 |(3) 02035 |APAC-ALABAMA, INC. |JOE KEENUM EXCAVATION & CONS|BURGREEN CONTRACTING CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 703D001 266.000 SQFT| 1.50000 399.00| 1.30000 345.80| 1.75000 465.50 Temporary Traffic Control Markings | | | 0870 703E001 137.000 SQFT| 1.75000 239.75| 1.30000 178.10| 2.00000 274.00 Temporary Traffic Control Legends | | | 0880 705A030 6.000 EACH| 6.00000 36.00| 5.25000 31.50| 6.25000 37.50 Pavement Markers, Class A-H, Type 2-C | | | 0890 705A031 93.000 EACH| 6.00000 558.00| 5.00000 465.00| 6.50000 604.50 Pavement Markers, Class A-H, Type 1-A | | | 0900 740B000 984.000 SQFT| 8.14000 8009.76| 10.00000 9840.00| 12.50000 12300.00 Construction Signs | | | 0910 740D000 150.000 EACH| 17.50000 2625.00| 40.00000 6000.00| 50.00000 7500.00 Channelizing Drums | | | 0920 740E000 100.000 EACH| 5.00000 500.00| 15.00000 1500.00| 1.00000 100.00 Cones (36 Inches High) | | | 0930 740F002 30.000 EACH| 232.80000 6984.00| 300.00000 9000.00| 350.00000 10500.00 Barricades, Type III | | | 0940 740I005 1.000 EACH| 398.74000 398.74| 400.00000 400.00| 450.00000 450.00 Warning Lights, Type B (Detachable Head)| | | 0950 740M000 100.000 EACH| 3.00000 300.00| 8.00000 800.00| 1.00000 100.00 Weight For Cone | | | 0960 741C010 2.000 EACH| 845.98000 1691.96| 2500.00000 5000.00| 750.00000 1500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0970 998A000 LUMP| 0.00000 0.00| 27000.00000 27000.00| 16000.00000 16000.00 Construction Fuel (Maximum Bid Limited | | | To 78,000.00) | | | 0980 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 | $ 1,223,119.89| $ 1,288,483.15| $ 1,374,885.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,223,119.89| $ 1,288,483.15| $ 1,374,885.05 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -8 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 03001 |(6) 01007 |S & M EQUIPMENT CO., INC. |CLARK CONSTRUCTION CO., INC.|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 34500.00000 34500.00| 90000.00000 90000.00| 10000.00000 10000.00 Clearing & Grubbing (Approximately 9 | | | ACRES) | | | 0020 206A000 LUMP| 28500.00000 28500.00| 10000.00000 10000.00| 25000.00000 25000.00 Removal Of Old Bridge ,STATION 399+61 | | | WBR | | | 0030 206C003 199.000 SQYD| 4.25000 845.75| 6.49000 1291.51| 2.25000 447.75 Removing Concrete Flumes | | | 0040 206D000 401.000 LF | 6.00000 2406.00| 7.55000 3027.55| 6.00000 2406.00 Removing Pipe | | | 0050 206D001 1088.000 LF | 3.00000 3264.00| 1.00000 1088.00| 1.25000 1360.00 Removing Guardrail | | | 0060 206E008 3.000 EACH| 175.00000 525.00| 100.00000 300.00| 110.00000 330.00 Removing Guardrail End Anchor (All Type)| | | 0070 210A000 14154.000 CYIP| 3.25000 46000.50| 2.53000 35809.62| 7.00000 99078.00 Unclassified Excavation | | | 0080 210D000 22293.000 CYIP| 4.10000 91401.30| 2.90000 64649.70| 6.75000 150477.75 Borrow Excavation | | | 0090 214A000 27.000 CUYD| 12.00000 324.00| 6.79000 183.33| 6.00000 162.00 Structure Excavation | | | 0100 214B001 10.000 CUYD| 16.00000 160.00| 7.22000 72.20| 35.00000 350.00 Foundation Backfill, Commercial | | | 0110 230A000 22.000 RBST| 265.00000 5830.00| 287.67000 6328.74| 250.00000 5500.00 Roadbed Processing | | | 0120 301A008 18406.000 SYCP| 2.90000 53377.40| 2.67000 49144.02| 2.50000 46015.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0130 401A000 8997.000 SYCP| 2.00000 17994.00| 0.38000 3418.86| 0.40000 3598.80 Bituminous Treatment A | | | 0140 405A000 1069.000 GAL | 1.05000 1122.45| 1.79000 1913.51| 1.25000 1336.25 Tack Coat | | | 0150 410B000 1.000 EACH| 2500.00000 2500.00| 301.57000 301.57| 500.00000 500.00 State Furnished Profilograph | | | 0160 428C000 11930.000 LF | 0.72000 8589.60| 0.50000 5965.00| 0.40000 4772.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0170 429A281 2203.000 TON | 34.50000 76003.50| 47.89000 105501.67| 43.00000 94729.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -9 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 03001 |(6) 01007 |S & M EQUIPMENT CO., INC. |CLARK CONSTRUCTION CO., INC.|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 429A287 1500.000 TON | 36.00000 54000.00| 28.13000 42195.00| 40.00000 60000.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 429A290 470.000 TON | 38.00000 17860.00| 46.01000 21624.70| 40.00000 18800.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Widening, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0200 429B282 4443.000 TON | 27.50000 122182.50| 31.17000 138488.31| 35.00000 155505.00 Improved Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0210 429B290 1000.000 TON | 32.00000 32000.00| 26.45000 26450.00| 35.00000 35000.00 Improved Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0220 429B293 940.000 TON | 34.00000 31960.00| 32.45000 30503.00| 35.00000 32900.00 Improved Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0230 429C281 3499.000 TON | 26.75000 93598.25| 26.45000 92548.55| 31.00000 108469.00 Improved Bituminous Concrete Base Layer,| | | 1 1/2" Maximum Aggregate Size Mix, | | | ESAL Range E | | | 0240 429C285 500.000 TON | 48.00000 24000.00| 37.00000 18500.00| 40.00000 20000.00 Improved Bituminous Concrete Base Layer,| | | Patching, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0250 429C291 1390.000 TON | 33.00000 45870.00| 27.60000 38364.00| 31.00000 43090.00 Improved Bituminous Concrete Base Layer,| | | Widening, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0260 430B017 500.000 TNCP| 9.90000 4950.00| 13.21000 6605.00| 20.00000 10000.00 Aggregate Surfacing (AHD #410, #467, Or | | | #810) | | | 0270 450B000 107.000 SQYD| 60.50000 6473.50| 65.00000 6955.00| 65.00000 6955.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0280 502A000 7155.000 LB | 0.75000 5366.25| 0.50000 3577.50| 0.50000 3577.50 Steel Reinforcement | | | 0290 502B000 LUMP| 16350.00000 16350.00| 14000.00000 14000.00| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 399+65 , APPROX. | | | 31365 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -10 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 03001 |(6) 01007 |S & M EQUIPMENT CO., INC. |CLARK CONSTRUCTION CO., INC.|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 505C002 538.000 LF | 27.25000 14660.50| 25.00000 13450.00| 24.00000 12912.00 Steel Piling (HP 12x53) | | | 0310 505G003 28.000 EACH| 107.00000 2996.00| 75.00000 2100.00| 120.00000 3360.00 Pile Points (Type A, 12") | | | 0320 508A000 4155.000 LB | 3.16000 13129.80| 2.50000 10387.50| 2.50000 10387.50 Structural Steel | | | 0330 510A000 73.000 CUYD| 446.90000 32623.70| 500.00000 36500.00| 300.00000 21900.00 Bridge Substructure Concrete, Class A | | | 0340 510C051 LUMP| 53707.50000 53707.50| 75000.00000 75000.00| 100000.00000 100000.00 Bridge Concrete Superstructure, STA. | | | 399+65 , APPROX. 149 CU. YD. | | | 0350 510E000 432.000 SQYD| 7.15000 3088.80| 6.16000 2661.12| 6.50000 2808.00 Grooving Concrete Bridge Decks | | | 0360 511A001 12.000 EACH| 132.00000 1584.00| 1250.00000 15000.00| 200.00000 2400.00 Elastomeric Bearings, Type 2 | | | 0370 513B019 643.000 LF | 130.90000 84168.70| 150.00000 96450.00| 155.00000 99665.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-63 (Specialty Item) | | | 0380 530A002 23.000 LF | 26.00000 598.00| 37.51000 862.73| 25.00000 575.00 24" Roadway Pipe (Class 3 R.C.) | | | 0390 530A101 4.000 LF | 24.00000 96.00| 74.30000 297.20| 30.00000 120.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0400 530A102 11.000 LF | 38.00000 418.00| 64.50000 709.50| 50.00000 550.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0410 535A001 488.000 LF | 17.50000 8540.00| 32.61000 15913.68| 17.00000 8296.00 18" Side Drain Pipe | | | 0420 535A301 72.000 LF | 18.20000 1310.40| 39.95000 2876.40| 26.00000 1872.00 18" Side Drain Pipe (Extension) | | | 0430 535B011 136.000 LF | 26.00000 3536.00| 33.59000 4568.24| 18.00000 2448.00 22" Span, 14" Rise Side Drain Pipe | | | 0440 600A000 LUMP| 61500.00000 61500.00| 150000.00000 150000.00| 60000.00000 60000.00 Mobilization | | | 0450 606A000 200.000 LF | 8.00000 1600.00| 8.19000 1638.00| 6.00000 1200.00 6" Underdrain Pipe | | | 0460 610A004 762.000 SQYD| 23.50000 17907.00| 19.53000 14881.86| 26.00000 19812.00 Loose Riprap, Class 2, 24" Thick | | | 0470 610D000 782.000 SQYD| 3.50000 2737.00| 0.82000 641.24| 2.00000 1564.00 Filter Blanket | | | 0480 617A000 3503.000 SQYD| 11.00000 38533.00| 3.00000 10509.00| 3.50000 12260.50 Bituminous Treated Glass Fiber Flumes | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -11 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 03001 |(6) 01007 |S & M EQUIPMENT CO., INC. |CLARK CONSTRUCTION CO., INC.|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 619A101 10.000 EACH| 415.00000 4150.00| 586.60000 5866.00| 400.00000 4000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0500 619B116 2.000 EACH| 525.00000 1050.00| 649.56000 1299.12| 400.00000 800.00 22" Span, 14" Rise Side Drain Pipe End | | | Treatment, Class 1 | | | 0510 620A000 2.000 CUYD| 450.00000 900.00| 220.06000 440.12| 700.00000 1400.00 Minor Structure Concrete | | | 0520 621A000 2.000 EACH| 1475.00000 2950.00| 1084.01000 2168.02| 2000.00000 4000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0530 621C020 2.000 EACH| 1725.00000 3450.00| 1529.25000 3058.50| 1700.00000 3400.00 Inlets, Type Y | | | 0540 621D019 2.000 EACH| 325.00000 650.00| 522.30000 1044.60| 600.00000 1200.00 Inlet Units, Type Y | | | 0550 630C003 2.000 EACH| 1540.00000 3080.00| 1000.00000 2000.00| 1050.00000 2100.00 Guardrail End Anchor, Type 13 | | | 0560 630C050 2.000 EACH| 2750.00000 5500.00| 1900.00000 3800.00| 1950.00000 3900.00 Guardrail End Anchor, Type 20 Series | | | 0570 650A000 8610.000 CYIP| 3.85000 33148.50| 5.94000 51143.40| 6.00000 51660.00 Topsoil | | | 0580 652A050 6.000 ACRE| 720.00000 4320.00| 425.00000 2550.00| 700.00000 4200.00 Seeding (Mix 1A) | | | 0590 652A053 2.000 ACRE| 720.00000 1440.00| 425.00000 850.00| 700.00000 1400.00 Seeding (Mix 1E) | | | 0600 652B050 6.000 ACRE| 350.00000 2100.00| 500.00000 3000.00| 450.00000 2700.00 Temporary Seeding (Mix 1AT) | | | 0610 652C000 8.000 ACRE| 50.00000 400.00| 100.00000 800.00| 40.00000 320.00 Mowing | | | 0620 652D050 6.000 ACRE| 610.00000 3660.00| 350.00000 2100.00| 400.00000 2400.00 Seeding In Stubble (Mix 1A) | | | 0630 656A000 6.000 ACRE| 575.00000 3450.00| 425.00000 2550.00| 600.00000 3600.00 Mulching, Class A, Type 1 | | | 0640 656A001 2.000 ACRE| 800.00000 1600.00| 450.00000 900.00| 600.00000 1200.00 Mulching, Class A, Type 2 | | | 0650 659A000 100.000 SQYD| 1.98000 198.00| 1.75000 175.00| 2.50000 250.00 Erosion Control Netting, Class A | | | 0660 659A001 100.000 SQYD| 1.98000 198.00| 1.75000 175.00| 2.50000 250.00 Erosion Control Netting, Class B | | | 0670 665F000 145.000 EACH| 4.25000 616.25| 5.00000 725.00| 5.00000 725.00 Hay Bales | | | 0680 665I000 320.000 TON | 17.00000 5440.00| 18.00000 5760.00| 20.00000 6400.00 Temporary Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -12 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 03001 |(6) 01007 |S & M EQUIPMENT CO., INC. |CLARK CONSTRUCTION CO., INC.|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 665J000 570.000 LF | 3.50000 1995.00| 4.73000 2696.10| 5.00000 2850.00 Silt Fence, Type A | | | 0700 665K000 60.000 CUYD| 7.00000 420.00| 7.21000 432.60| 10.00000 600.00 Drainage Sump Excavation | | | 0710 666A001 8.000 ACRE| 20.00000 160.00| 10.00000 80.00| 40.00000 320.00 Pest Control Treatment | | | 0720 680A000 LUMP| 34500.00000 34500.00| 23000.00000 23000.00| 20000.00000 20000.00 Engineering Controls | | | 0730 701C000 4.000 MILE| 763.00000 3052.00| 500.00000 2000.00| 500.00000 2000.00 Broken Temporary Traffic Stripe | | | 0740 701C001 1.000 MILE| 763.00000 763.00| 500.00000 500.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0750 701C004 1.000 MILE| 3270.00000 3270.00| 3300.00000 3300.00| 3300.00000 3300.00 Broken Temporary Traffic Stripe (Tape) | | | 0760 701C005 1.000 MILE| 9810.00000 9810.00| 6800.00000 6800.00| 6800.00000 6800.00 Solid Temporary Traffic Stripe (Tape) | | | 0770 701G121 110.000 LF | 3.27000 359.70| 5.20000 572.00| 5.20000 572.00 Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0780 701G125 110.000 LF | 4.36000 479.60| 7.12000 783.20| 7.12000 783.20 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0790 701G133 110.000 LF | 4.36000 479.60| 7.31000 804.10| 7.31000 804.10 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0800 702A008 2.000 MILE| 2725.00000 5450.00| 4500.00000 9000.00| 4500.00000 9000.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0810 702A009 2.000 MILE| 4905.00000 9810.00| 4500.00000 9000.00| 4500.00000 9000.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0820 702A010 2.000 MILE| 5355.00000 10710.00| 2000.00000 4000.00| 2000.00000 4000.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0830 702B001 2490.000 LF | 1.64000 4083.60| 1.50000 3735.00| 1.50000 3735.00 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0840 703A002 1520.000 SQFT| 2.73000 4149.60| 2.50000 3800.00| 2.50000 3800.00 Traffic Control Markings, Class 2, Type | | | A | | | 0850 703B002 247.000 SQFT| 5.06000 1249.82| 3.00000 741.00| 3.00000 741.00 Traffic Control Legends, Class 2, Type A| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 024 -13 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20000526024 COUNTIES : COLBERT LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 19074 |(5) 03001 |(6) 01007 |S & M EQUIPMENT CO., INC. |CLARK CONSTRUCTION CO., INC.|ALABAMA BRIDGE BUILDERS, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 703D001 266.000 SQFT| 1.09000 289.94| 1.30000 345.80| 1.30000 345.80 Temporary Traffic Control Markings | | | 0870 703E001 137.000 SQFT| 2.25000 308.25| 1.30000 178.10| 1.30000 178.10 Temporary Traffic Control Legends | | | 0880 705A030 6.000 EACH| 11.25000 67.50| 5.25000 31.50| 5.25000 31.50 Pavement Markers, Class A-H, Type 2-C | | | 0890 705A031 93.000 EACH| 11.25000 1046.25| 5.00000 465.00| 5.00000 465.00 Pavement Markers, Class A-H, Type 1-A | | | 0900 740B000 984.000 SQFT| 9.00000 8856.00| 10.00000 9840.00| 12.00000 11808.00 Construction Signs | | | 0910 740D000 150.000 EACH| 39.38000 5907.00| 60.00000 9000.00| 60.00000 9000.00 Channelizing Drums | | | 0920 740E000 100.000 EACH| 11.14000 1114.00| 30.00000 3000.00| 15.00000 1500.00 Cones (36 Inches High) | | | 0930 740F002 30.000 EACH| 180.00000 5400.00| 350.00000 10500.00| 300.00000 9000.00 Barricades, Type III | | | 0940 740I005 1.000 EACH| 78.48000 78.48| 1000.00000 1000.00| 550.00000 550.00 Warning Lights, Type B (Detachable Head)| | | 0950 740M000 100.000 EACH| 7.09000 709.00| 10.00000 1000.00| 10.00000 1000.00 Weight For Cone | | | 0960 741C010 2.000 EACH| 3750.00000 7500.00| 7500.00000 15000.00| 5000.00000 10000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0970 998A000 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 1000.00000 1000.00 Construction Fuel (Maximum Bid Limited | | | To 78,000.00) | | | 0980 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 | $ 1,387,207.49| $ 1,496,461.97| $ 1,538,277.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,387,207.49| $ 1,496,461.97| $ 1,538,277.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -1 VENDOR RANKING CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : MG-213(9) for constructing the Grade, Drain, Pave, Traffic Stripe, Underground Storage Tank Removal, and Soil Remediation on S.R. #17 (U.S. #43) in Hackleburg. Length - 1.610 km. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 11014 JOE KEENUM EXCAVATION & CONST., INC. $ 996,826.53 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 998,651.54 100.1830% 3 01018 APAC-ALABAMA, INC. $ 1,017,523.52 102.0762% 4 18024 RACON, INC. $ 1,079,803.46 108.3241% 5 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 1,101,367.32 110.4873% 6 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 1,119,976.00 112.3541% 7 04009 W. W. DYAR & SONS, INC. $ 1,153,881.17 115.7554% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -2 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 11014 |(2) 19074 |(3) 01018 |JOE KEENUM EXCAVATION & CONS|S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 15000.00000 15000.00| 37500.00000 37500.00| 24000.00000 24000.00 Clearing & Grubbing (Approximately 5 | | | Hectares) | | | 0020 206D000 82.000 M | 16.00000 1312.00| 18.50000 1517.00| 37.07000 3039.74 Removing Pipe | | | 0030 210A000 11027.000 M3 | 3.75000 41351.25| 5.50000 60648.50| 4.94000 54473.38 Unclassified Excavation | | | 0040 210D000 5756.000 M3 | 5.50000 31658.00| 6.00000 34536.00| 5.48000 31542.88 Borrow Excavation | | | 0050 214A000 1077.000 M3 | 9.50000 10231.50| 10.00000 10770.00| 6.91000 7442.07 Structure Excavation | | | 0060 214B001 261.000 M3 | 20.00000 5220.00| 23.00000 6003.00| 9.53000 2487.33 Foundation Backfill, Commercial | | | 0070 250B000 75.000 M3 | 66.00000 4950.00| 16.00000 1200.00| 166.67000 12500.25 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0080 250C000 2.000 EACH| 1400.00000 2800.00| 4100.00000 8200.00| 1630.00000 3260.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0090 250N000 379.000 L | 80.00000 30320.00| 5.00000 1895.00| 0.86000 325.94 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0100 405A000 3050.000 L | 0.80000 2440.00| 0.79000 2409.50| 1.57000 4788.50 Tack Coat | | | 0110 408A053 1434.000 M2 | 5.80000 8317.20| 6.20000 8890.80| 2.83000 4058.22 Planing Existing Pavement | | | (Approximately 51 mm Thru 75 mm Thick) | | | 0120 429A261 1794.000 MTON| 39.50000 70863.00| 34.25000 61444.50| 41.83000 75043.02 Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0130 429A264 50.000 MTON| 53.60000 2680.00| 50.00000 2500.00| 44.32000 2216.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range D| | | 0140 429A267 100.000 MTON| 45.90000 4590.00| 39.00000 3900.00| 40.22000 4022.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range D| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -3 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 11014 |(2) 19074 |(3) 01018 |JOE KEENUM EXCAVATION & CONS|S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 429B261 2649.000 MTON| 31.60000 83708.40| 28.24000 74807.76| 28.99000 76794.51 Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0160 429B269 500.000 MTON| 45.00000 22500.00| 32.00000 16000.00| 34.85000 17425.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0170 429C261 5677.000 MTON| 32.75000 185921.75| 28.24000 160318.48| 33.46000 189952.42 Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0180 429C265 5.000 MTON| 65.00000 325.00| 65.00000 325.00| 100.00000 500.00 Improved Bituminous Concrete Base Layer,| | | Patching, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0190 430B014 55.000 MTON| 16.50000 907.50| 11.50000 632.50| 7.68000 422.40 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0200 430B017 500.000 MTON| 16.50000 8250.00| 10.50000 5250.00| 11.85000 5925.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0210 502A000 3654.000 KG | 1.40000 5115.60| 2.10000 7673.40| 0.45000 1644.30 Steel Reinforcement | | | 0220 524B011 40.000 M3 | 500.00000 20000.00| 365.00000 14600.00| 422.00000 16880.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0230 530A005 16.000 M | 265.00000 4240.00| 219.00000 3504.00| 288.61000 4617.76 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0240 530A101 13.000 M | 85.00000 1105.00| 66.00000 858.00| 102.66000 1334.58 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530A102 22.000 M | 115.00000 2530.00| 85.00000 1870.00| 120.48000 2650.56 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 533A098 546.000 M | 62.50000 34125.00| 61.00000 33306.00| 83.16000 45405.36 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0270 535A001 128.000 M | 85.00000 10880.00| 61.00000 7808.00| 93.76000 12001.28 450 mm Side Drain Pipe | | | 0280 600A000 LUMP| 18000.00000 18000.00| 57500.00000 57500.00| 55000.00000 55000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -4 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 11014 |(2) 19074 |(3) 01018 |JOE KEENUM EXCAVATION & CONS|S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 602A000 18.000 EACH| 100.00000 1800.00| 75.00000 1350.00| 95.00000 1710.00 Right Of Way Markers | | | 0300 606A000 150.000 M | 40.00000 6000.00| 24.50000 3675.00| 16.10000 2415.00 150 mm Underdrain Pipe | | | 0310 610C001 489.000 MTON| 21.00000 10269.00| 14.00000 6846.00| 21.85000 10684.65 Loose Riprap, Class 2 | | | 0320 610D002 364.000 M2 | 3.80000 1383.20| 2.50000 910.00| 0.62000 225.68 Filter Blanket, Geotextile (Non-Woven) | | | 0330 614A000 41.000 M3 | 250.00000 10250.00| 270.00000 11070.00| 305.00000 12505.00 Slope Paving | | | 0340 617A000 1057.000 M2 | 2.50000 2642.50| 12.00000 12684.00| 2.75000 2906.75 Bituminous Treated Glass Fiber Flumes | | | 0350 619A002 23.000 EACH| 450.00000 10350.00| 400.00000 9200.00| 350.00000 8050.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0360 619A053 2.000 EACH| 800.00000 1600.00| 750.00000 1500.00| 450.00000 900.00 600 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0370 619A056 1.000 EACH| 1100.00000 1100.00| 1200.00000 1200.00| 1200.00000 1200.00 1050 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0380 619A101 16.000 EACH| 450.00000 7200.00| 350.00000 5600.00| 550.00000 8800.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0390 620A000 1.000 M3 | 800.00000 800.00| 750.00000 750.00| 700.00000 700.00 Minor Structure Concrete | | | 0400 621A022 1.000 EACH| 1200.00000 1200.00| 1575.00000 1575.00| 2200.00000 2200.00 Junction Boxes, Type 1 (Modified) | | | 0410 621B034 1.000 EACH| 1200.00000 1200.00| 375.00000 375.00| 550.00000 550.00 Junction Box Units, Type 1 (Modified) | | | 0420 621C002 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| 2000.00000 2000.00 Inlets, Type C, P1 Or P3 | | | 0430 621C015 23.000 EACH| 2000.00000 46000.00| 1475.00000 33925.00| 1725.00000 39675.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0440 621C017 4.000 EACH| 2100.00000 8400.00| 1750.00000 7000.00| 1950.00000 7800.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0450 621D015 10.000 EACH| 450.00000 4500.00| 325.00000 3250.00| 475.00000 4750.00 Inlet Units, Type S1 Or S3 | | | 0460 623A003 104.000 M | 53.00000 5512.00| 53.00000 5512.00| 42.75000 4446.00 Concrete Gutter (1200 mm Wide) | | | 0470 623C000 2998.000 M | 32.00000 95936.00| 32.50000 97435.00| 39.10000 117221.80 Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -5 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 11014 |(2) 19074 |(3) 01018 |JOE KEENUM EXCAVATION & CONS|S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 650A000 596.000 M3 | 9.00000 5364.00| 6.75000 4023.00| 10.08000 6007.68 Topsoil | | | 0490 650B000 1057.000 M3 | 5.00000 5285.00| 6.00000 6342.00| 7.14000 7546.98 Topsoil From Stockpiles | | | 0500 652A050 2.000 HA | 1730.00000 3460.00| 1775.00000 3550.00| 1000.00000 2000.00 Seeding (Mix 1A) | | | 0510 652A053 1.000 HA | 1730.00000 1730.00| 1775.00000 1775.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0520 652B050 2.000 HA | 1200.00000 2400.00| 850.00000 1700.00| 1000.00000 2000.00 Temporary Seeding (Mix 1AT) | | | 0530 652D050 2.000 HA | 1200.00000 2400.00| 1425.00000 2850.00| 950.00000 1900.00 Seeding In Stubble (Mix 1A) | | | 0540 654A001 2869.000 M2 | 3.00000 8607.00| 3.50000 10041.50| 3.25000 9324.25 Solid Sodding (Bermuda) | | | 0550 656A000 4.000 HA | 1425.00000 5700.00| 1700.00000 6800.00| 1000.00000 4000.00 Mulching, Class A, Type 1 | | | 0560 656A001 1.000 HA | 1675.00000 1675.00| 1900.00000 1900.00| 1100.00000 1100.00 Mulching, Class A, Type 2 | | | 0570 659A000 100.000 M2 | 2.25000 225.00| 2.50000 250.00| 2.00000 200.00 Erosion Control Netting, Class A | | | 0580 659A001 100.000 M2 | 2.25000 225.00| 2.50000 250.00| 2.00000 200.00 Erosion Control Netting, Class B | | | 0590 665F000 165.000 EACH| 5.00000 825.00| 4.00000 660.00| 2.50000 412.50 Hay Bales | | | 0600 665I000 104.000 MTON| 20.00000 2080.00| 17.00000 1768.00| 23.13000 2405.52 Temporary Riprap, Class 2 | | | 0610 665J000 1217.000 M | 16.50000 20080.50| 9.75000 11865.75| 9.92000 12072.64 Silt Fence, Type A | | | 0620 665K000 400.000 M3 | 5.00000 2000.00| 8.75000 3500.00| 1.72000 688.00 Drainage Sump Excavation | | | 0630 665L000 45.000 M | 16.44740 740.13| 185.00000 8325.00| 22.97000 1033.65 Floating Basin Boom | | | 0640 666A001 6.000 HA | 1.00000 6.00| 60.00000 360.00| 25.00000 150.00 Pest Control Treatment | | | 0650 680A000 LUMP| 18000.00000 18000.00| 37500.00000 37500.00| 41737.50000 41737.50 Engineering Controls | | | 0660 701A028 1.000 KM | 932.00000 932.00| 3038.00000 3038.00| 932.00000 932.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0670 701A041 1.000 KM | 621.00000 621.00| 2061.50000 2061.50| 621.00000 621.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -6 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 11014 |(2) 19074 |(3) 01018 |JOE KEENUM EXCAVATION & CONS|S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 701A046 3.000 KM | 621.00000 1863.00| 1627.50000 4882.50| 621.00000 1863.00 Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 0690 701A048 4.000 KM | 1118.00000 4472.00| 1953.00000 7812.00| 1118.00000 4472.00 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0700 701B009 160.000 M | 11.00000 1760.00| 2.25000 360.00| 11.00000 1760.00 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0710 701C000 6.000 KM | 248.00000 1488.00| 434.00000 2604.00| 248.00000 1488.00 Broken Temporary Traffic Stripe | | | 0720 701C001 7.000 KM | 248.00000 1736.00| 596.75000 4177.25| 248.00000 1736.00 Solid Temporary Traffic Stripe | | | 0730 703A002 119.000 M2 | 32.00000 3808.00| 21.70000 2582.30| 32.00000 3808.00 Traffic Control Markings, Class 2, Type | | | A | | | 0740 703B002 5.000 M2 | 54.00000 270.00| 86.80000 434.00| 54.00000 270.00 Traffic Control Legends, Class 2, Type A| | | 0750 703D001 195.000 M2 | 14.00000 2730.00| 3.26000 635.70| 14.00000 2730.00 Temporary Traffic Control Markings | | | 0760 705A030 3.000 EACH| 10.00000 30.00| 7.60000 22.80| 10.00000 30.00 Pavement Markers, Class A-H, Type 2-C | | | 0770 705A031 35.000 EACH| 10.00000 350.00| 7.60000 266.00| 10.00000 350.00 Pavement Markers, Class A-H, Type 1-A | | | 0780 705A032 58.000 EACH| 10.00000 580.00| 7.60000 440.80| 10.00000 580.00 Pavement Markers, Class A-H, Type 1-B | | | 0790 705A037 75.000 EACH| 10.00000 750.00| 7.60000 570.00| 10.00000 750.00 Pavement Markers, Class A-H, Type 2-D | | | 0800 740B000 60.000 M2 | 85.00000 5100.00| 105.00000 6300.00| 89.25000 5355.00 Construction Signs | | | 0810 740D000 100.000 EACH| 40.00000 4000.00| 25.00000 2500.00| 17.50000 1750.00 Channelizing Drums | | | 0820 740E000 50.000 EACH| 15.00000 750.00| 12.50000 625.00| 5.00000 250.00 Cones (900 mm High) | | | 0830 740F002 18.000 EACH| 400.00000 7200.00| 225.00000 4050.00| 215.80000 3884.40 Barricades, Type III | | | 0840 740I005 9.000 EACH| 300.00000 2700.00| 95.00000 855.00| 210.00000 1890.00 Warning Lights, Type B (Detachable Head)| | | 0850 740M000 50.000 EACH| 8.00000 400.00| 9.00000 450.00| 3.00000 150.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -7 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(1) 11014 |(2) 19074 |(3) 01018 |JOE KEENUM EXCAVATION & CONS|S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 741C010 1.000 EACH| 2500.00000 2500.00| 3700.00000 3700.00| 583.02000 583.02 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0870 998A000 LUMP| 25000.00000 25000.00| 15500.00000 15500.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To 75,500.00) | | | SECTION TOTALS | $ 996,826.53| $ 998,651.54| $ 1,017,523.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 996,826.53| $ 998,651.54| $ 1,017,523.52 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -8 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 20011 |(6) 18036 |RACON, INC. |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 25000.00000 25000.00| 107800.00000 107800.00| 12000.00000 12000.00 Clearing & Grubbing (Approximately 5 | | | Hectares) | | | 0020 206D000 82.000 M | 13.12000 1075.84| 3.28000 268.96| 14.00000 1148.00 Removing Pipe | | | 0030 210A000 11027.000 M3 | 3.92000 43225.84| 4.25000 46864.75| 7.00000 77189.00 Unclassified Excavation | | | 0040 210D000 5756.000 M3 | 6.54000 37644.24| 6.73000 38737.88| 9.00000 51804.00 Borrow Excavation | | | 0050 214A000 1077.000 M3 | 6.54000 7043.58| 4.25000 4577.25| 8.00000 8616.00 Structure Excavation | | | 0060 214B001 261.000 M3 | 32.96000 8602.56| 30.00000 7830.00| 21.00000 5481.00 Foundation Backfill, Commercial | | | 0070 250B000 75.000 M3 | 32.70000 2452.50| 65.00000 4875.00| 15.00000 1125.00 Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0080 250C000 2.000 EACH| 1000.00000 2000.00| 2500.00000 5000.00| 2200.00000 4400.00 Underground Storage Tank Removal | | | (Specialty Item) | | | 0090 250N000 379.000 L | 0.40000 151.60| 4.00000 1516.00| 3.00000 1137.00 Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0100 405A000 3050.000 L | 0.32000 976.00| 1.00000 3050.00| 1.05000 3202.50 Tack Coat | | | 0110 408A053 1434.000 M2 | 4.38000 6280.92| 7.13000 10224.42| 5.00000 7170.00 Planing Existing Pavement | | | (Approximately 51 mm Thru 75 mm Thick) | | | 0120 429A261 1794.000 MTON| 41.29000 74074.26| 39.41000 70701.54| 41.25000 74002.50 Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0130 429A264 50.000 MTON| 55.16000 2758.00| 58.60000 2930.00| 55.00000 2750.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range D| | | 0140 429A267 100.000 MTON| 56.61000 5661.00| 48.40000 4840.00| 55.00000 5500.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range D| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -9 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 20011 |(6) 18036 |RACON, INC. |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 429B261 2649.000 MTON| 36.16000 95787.84| 32.85000 87019.65| 36.00000 95364.00 Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0160 429B269 500.000 MTON| 45.67000 22835.00| 35.94000 17970.00| 40.00000 20000.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0170 429C261 5677.000 MTON| 34.38000 195175.26| 33.20000 188476.40| 36.50000 207210.50 Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0180 429C265 5.000 MTON| 418.64000 2093.20| 68.50000 342.50| 60.00000 300.00 Improved Bituminous Concrete Base Layer,| | | Patching, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0190 430B014 55.000 MTON| 22.05000 1212.75| 18.00000 990.00| 26.00000 1430.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0200 430B017 500.000 MTON| 22.05000 11025.00| 16.00000 8000.00| 19.00000 9500.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0210 502A000 3654.000 KG | 1.43000 5225.22| 1.00000 3654.00| 2.00000 7308.00 Steel Reinforcement | | | 0220 524B011 40.000 M3 | 653.98000 26159.20| 458.00000 18320.00| 580.00000 23200.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0230 530A005 16.000 M | 220.42000 3526.72| 172.96000 2767.36| 212.00000 3392.00 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0240 530A101 13.000 M | 112.05000 1456.65| 66.81000 868.53| 70.00000 910.00 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530A102 22.000 M | 119.20000 2622.40| 87.26000 1919.72| 101.00000 2222.00 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 533A098 546.000 M | 73.33000 40038.18| 66.81000 36478.26| 59.00000 32214.00 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0270 535A001 128.000 M | 80.00000 10240.00| 54.80000 7014.40| 59.00000 7552.00 450 mm Side Drain Pipe | | | 0280 600A000 LUMP| 65000.00000 65000.00| 75000.00000 75000.00| 50000.00000 50000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -10 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 20011 |(6) 18036 |RACON, INC. |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 602A000 18.000 EACH| 70.00000 1260.00| 80.00000 1440.00| 110.00000 1980.00 Right Of Way Markers | | | 0300 606A000 150.000 M | 29.30000 4395.00| 32.80000 4920.00| 34.00000 5100.00 150 mm Underdrain Pipe | | | 0310 610C001 489.000 MTON| 21.13000 10332.57| 20.47000 10009.83| 20.00000 9780.00 Loose Riprap, Class 2 | | | 0320 610D002 364.000 M2 | 1.40000 509.60| 1.53000 556.92| 3.50000 1274.00 Filter Blanket, Geotextile (Non-Woven) | | | 0330 614A000 41.000 M3 | 261.59000 10725.19| 250.00000 10250.00| 285.00000 11685.00 Slope Paving | | | 0340 617A000 1057.000 M2 | 1.88000 1987.16| 2.50000 2642.50| 5.00000 5285.00 Bituminous Treated Glass Fiber Flumes | | | 0350 619A002 23.000 EACH| 465.00000 10695.00| 350.00000 8050.00| 700.00000 16100.00 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0360 619A053 2.000 EACH| 1250.00000 2500.00| 771.84000 1543.68| 950.00000 1900.00 600 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0370 619A056 1.000 EACH| 2280.00000 2280.00| 1102.20000 1102.20| 1250.00000 1250.00 1050 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0380 619A101 16.000 EACH| 465.00000 7440.00| 350.00000 5600.00| 700.00000 11200.00 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0390 620A000 1.000 M3 | 1307.95000 1307.95| 750.00000 750.00| 400.00000 400.00 Minor Structure Concrete | | | 0400 621A022 1.000 EACH| 2335.00000 2335.00| 2000.00000 2000.00| 1800.00000 1800.00 Junction Boxes, Type 1 (Modified) | | | 0410 621B034 1.000 EACH| 525.00000 525.00| 300.00000 300.00| 300.00000 300.00 Junction Box Units, Type 1 (Modified) | | | 0420 621C002 1.000 EACH| 2015.00000 2015.00| 1200.00000 1200.00| 1900.00000 1900.00 Inlets, Type C, P1 Or P3 | | | 0430 621C015 23.000 EACH| 2120.00000 48760.00| 1500.00000 34500.00| 1950.00000 44850.00 Inlets, Type S1 Or S3 (1 Wing) | | | 0440 621C017 4.000 EACH| 2440.00000 9760.00| 2000.00000 8000.00| 2100.00000 8400.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0450 621D015 10.000 EACH| 525.00000 5250.00| 250.00000 2500.00| 350.00000 3500.00 Inlet Units, Type S1 Or S3 | | | 0460 623A003 104.000 M | 59.80000 6219.20| 39.00000 4056.00| 39.00000 4056.00 Concrete Gutter (1200 mm Wide) | | | 0470 623C000 2998.000 M | 42.64000 127834.72| 33.00000 98934.00| 37.50000 112425.00 Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -11 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 20011 |(6) 18036 |RACON, INC. |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 650A000 596.000 M3 | 10.46000 6234.16| 4.90000 2920.40| 7.00000 4172.00 Topsoil | | | 0490 650B000 1057.000 M3 | 2.61000 2758.77| 4.25000 4492.25| 7.00000 7399.00 Topsoil From Stockpiles | | | 0500 652A050 2.000 HA | 1792.00000 3584.00| 1625.00000 3250.00| 2500.00000 5000.00 Seeding (Mix 1A) | | | 0510 652A053 1.000 HA | 1792.00000 1792.00| 1625.00000 1625.00| 2500.00000 2500.00 Seeding (Mix 1E) | | | 0520 652B050 2.000 HA | 840.50000 1681.00| 750.00000 1500.00| 800.00000 1600.00 Temporary Seeding (Mix 1AT) | | | 0530 652D050 2.000 HA | 1525.00000 3050.00| 1375.00000 2750.00| 400.00000 800.00 Seeding In Stubble (Mix 1A) | | | 0540 654A001 2869.000 M2 | 3.33000 9553.77| 3.00000 8607.00| 5.50000 15779.50 Solid Sodding (Bermuda) | | | 0550 656A000 4.000 HA | 1662.00000 6648.00| 1500.00000 6000.00| 2000.00000 8000.00 Mulching, Class A, Type 1 | | | 0560 656A001 1.000 HA | 1890.00000 1890.00| 1700.00000 1700.00| 100.00000 100.00 Mulching, Class A, Type 2 | | | 0570 659A000 100.000 M2 | 2.22000 222.00| 2.00000 200.00| 3.50000 350.00 Erosion Control Netting, Class A | | | 0580 659A001 100.000 M2 | 2.25000 225.00| 2.00000 200.00| 3.50000 350.00 Erosion Control Netting, Class B | | | 0590 665F000 165.000 EACH| 5.00000 825.00| 3.00000 495.00| 6.00000 990.00 Hay Bales | | | 0600 665I000 104.000 MTON| 30.18000 3138.72| 20.47000 2128.88| 20.00000 2080.00 Temporary Riprap, Class 2 | | | 0610 665J000 1217.000 M | 7.22000 8786.74| 13.12000 15967.04| 20.00000 24340.00 Silt Fence, Type A | | | 0620 665K000 400.000 M3 | 17.23000 6892.00| 5.00000 2000.00| 4.00000 1600.00 Drainage Sump Excavation | | | 0630 665L000 45.000 M | 54.15000 2436.75| 50.00000 2250.00| 30.00000 1350.00 Floating Basin Boom | | | 0640 666A001 6.000 HA | 75.00000 450.00| 50.00000 300.00| 30.00000 180.00 Pest Control Treatment | | | 0650 680A000 LUMP| 17850.00000 17850.00| 39500.00000 39500.00| 30000.00000 30000.00 Engineering Controls | | | 0660 701A028 1.000 KM | 987.92000 987.92| 932.00000 932.00| 938.00000 938.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0670 701A041 1.000 KM | 658.26000 658.26| 621.00000 621.00| 825.00000 825.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -12 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 20011 |(6) 18036 |RACON, INC. |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 701A046 3.000 KM | 658.26000 1974.78| 621.00000 1863.00| 825.00000 2475.00 Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 0690 701A048 4.000 KM | 1185.08000 4740.32| 1118.00000 4472.00| 1120.00000 4480.00 Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0700 701B009 160.000 M | 11.66000 1865.60| 11.00000 1760.00| 11.10000 1776.00 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0710 701C000 6.000 KM | 262.88000 1577.28| 248.00000 1488.00| 250.00000 1500.00 Broken Temporary Traffic Stripe | | | 0720 701C001 7.000 KM | 262.88000 1840.16| 248.00000 1736.00| 250.00000 1750.00 Solid Temporary Traffic Stripe | | | 0730 703A002 119.000 M2 | 33.92000 4036.48| 32.00000 3808.00| 32.00000 3808.00 Traffic Control Markings, Class 2, Type | | | A | | | 0740 703B002 5.000 M2 | 57.24000 286.20| 54.00000 270.00| 54.00000 270.00 Traffic Control Legends, Class 2, Type A| | | 0750 703D001 195.000 M2 | 14.84000 2893.80| 14.00000 2730.00| 14.00000 2730.00 Temporary Traffic Control Markings | | | 0760 705A030 3.000 EACH| 10.60000 31.80| 10.00000 30.00| 11.00000 33.00 Pavement Markers, Class A-H, Type 2-C | | | 0770 705A031 35.000 EACH| 10.60000 371.00| 10.00000 350.00| 11.00000 385.00 Pavement Markers, Class A-H, Type 1-A | | | 0780 705A032 58.000 EACH| 10.60000 614.80| 10.00000 580.00| 11.00000 638.00 Pavement Markers, Class A-H, Type 1-B | | | 0790 705A037 75.000 EACH| 10.60000 795.00| 10.00000 750.00| 11.00000 825.00 Pavement Markers, Class A-H, Type 2-D | | | 0800 740B000 60.000 M2 | 99.70000 5982.00| 110.00000 6600.00| 109.00000 6540.00 Construction Signs | | | 0810 740D000 100.000 EACH| 46.15000 4615.00| 50.00000 5000.00| 80.00000 8000.00 Channelizing Drums | | | 0820 740E000 50.000 EACH| 10.70000 535.00| 12.00000 600.00| 30.00000 1500.00 Cones (900 mm High) | | | 0830 740F002 18.000 EACH| 210.00000 3780.00| 200.00000 3600.00| 400.00000 7200.00 Barricades, Type III | | | 0840 740I005 9.000 EACH| 275.00000 2475.00| 350.00000 3150.00| 500.00000 4500.00 Warning Lights, Type B (Detachable Head)| | | 0850 740M000 50.000 EACH| 1.00000 50.00| 5.00000 250.00| 8.00000 400.00 Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -13 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(4) 18024 |(5) 20011 |(6) 18036 |RACON, INC. |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 741C010 1.000 EACH| 6200.00000 6200.00| 3000.00000 3000.00| 2500.00000 2500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0870 998A000 LUMP| 0.00000 0.00| 5500.00000 5500.00| 1000.00000 1000.00 Construction Fuel (Maximum Bid Limited | | | To 75,500.00) | | | SECTION TOTALS | $ 1,079,803.46| $ 1,101,367.32| $ 1,119,976.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,079,803.46| $ 1,101,367.32| $ 1,119,976.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -14 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 04009 | | |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 30000.00000 30000.00| | Clearing & Grubbing (Approximately 5 | | | Hectares) | | | 0020 206D000 82.000 M | 8.00000 656.00| | Removing Pipe | | | 0030 210A000 11027.000 M3 | 3.00000 33081.00| | Unclassified Excavation | | | 0040 210D000 5756.000 M3 | 6.50000 37414.00| | Borrow Excavation | | | 0050 214A000 1077.000 M3 | 8.00000 8616.00| | Structure Excavation | | | 0060 214B001 261.000 M3 | 28.00000 7308.00| | Foundation Backfill, Commercial | | | 0070 250B000 75.000 M3 | 75.00000 5625.00| | Treatment Of Hydrocarbon Contaminated | | | Soil (Specialty Item) | | | 0080 250C000 2.000 EACH| 2000.00000 4000.00| | Underground Storage Tank Removal | | | (Specialty Item) | | | 0090 250N000 379.000 L | 1.00000 379.00| | Removal/Disposal Of Tank Contents | | | (Sludge) (Specialty Item) | | | 0100 405A000 3050.000 L | 1.10000 3355.00| | Tack Coat | | | 0110 408A053 1434.000 M2 | 5.28000 7571.52| | Planing Existing Pavement | | | (Approximately 51 mm Thru 75 mm Thick) | | | 0120 429A261 1794.000 MTON| 45.10000 80909.40| | Improved Bituminous Concrete Wearing | | | Surface Layer, 19.0 mm Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0130 429A264 50.000 MTON| 60.50000 3025.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range D| | | 0140 429A267 100.000 MTON| 60.50000 6050.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 19.0 mm | | | Maximum Aggregate Size Mix, ESAL Range D| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -15 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 04009 | | |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 429B261 2649.000 MTON| 38.50000 101986.50| | Improved Bituminous Concrete Binder | | | Layer, 25.0 mm Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0160 429B269 500.000 MTON| 44.00000 22000.00| | Improved Bituminous Concrete Binder | | | Layer, Leveling, 25.0 mm Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0170 429C261 5677.000 MTON| 39.60000 224809.20| | Improved Bituminous Concrete Base Layer,| | | 37.5 mm Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0180 429C265 5.000 MTON| 66.00000 330.00| | Improved Bituminous Concrete Base Layer,| | | Patching, 37.5 mm Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0190 430B014 55.000 MTON| 50.00000 2750.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0200 430B017 500.000 MTON| 60.00000 30000.00| | Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0210 502A000 3654.000 KG | 1.10000 4019.40| | Steel Reinforcement | | | 0220 524B011 40.000 M3 | 550.00000 22000.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0230 530A005 16.000 M | 210.00000 3360.00| | 1050 mm Roadway Pipe (Class 3 R.C.) | | | 0240 530A101 13.000 M | 80.00000 1040.00| | 450 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0250 530A102 22.000 M | 120.00000 2640.00| | 600 mm Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0260 533A098 546.000 M | 80.00000 43680.00| | 450 mm Storm Sewer Pipe (Class 3 R.C.) | | | 0270 535A001 128.000 M | 80.00000 10240.00| | 450 mm Side Drain Pipe | | | 0280 600A000 LUMP| 75000.00000 75000.00| | Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -16 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 04009 | | |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 602A000 18.000 EACH| 75.00000 1350.00| | Right Of Way Markers | | | 0300 606A000 150.000 M | 20.00000 3000.00| | 150 mm Underdrain Pipe | | | 0310 610C001 489.000 MTON| 28.00000 13692.00| | Loose Riprap, Class 2 | | | 0320 610D002 364.000 M2 | 5.00000 1820.00| | Filter Blanket, Geotextile (Non-Woven) | | | 0330 614A000 41.000 M3 | 250.00000 10250.00| | Slope Paving | | | 0340 617A000 1057.000 M2 | 3.00000 3171.00| | Bituminous Treated Glass Fiber Flumes | | | 0350 619A002 23.000 EACH| 400.00000 9200.00| | 450 mm Roadway Pipe End Treatment, | | | Class 1 | | | 0360 619A053 2.000 EACH| 500.00000 1000.00| | 600 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0370 619A056 1.000 EACH| 600.00000 600.00| | 1050 mm Roadway Pipe End Treatment, | | | Class 2 | | | 0380 619A101 16.000 EACH| 400.00000 6400.00| | 450 mm Side Drain Pipe End Treatment, | | | Class 1 | | | 0390 620A000 1.000 M3 | 800.00000 800.00| | Minor Structure Concrete | | | 0400 621A022 1.000 EACH| 2000.00000 2000.00| | Junction Boxes, Type 1 (Modified) | | | 0410 621B034 1.000 EACH| 400.00000 400.00| | Junction Box Units, Type 1 (Modified) | | | 0420 621C002 1.000 EACH| 1700.00000 1700.00| | Inlets, Type C, P1 Or P3 | | | 0430 621C015 23.000 EACH| 1700.00000 39100.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0440 621C017 4.000 EACH| 2000.00000 8000.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0450 621D015 10.000 EACH| 400.00000 4000.00| | Inlet Units, Type S1 Or S3 | | | 0460 623A003 104.000 M | 45.00000 4680.00| | Concrete Gutter (1200 mm Wide) | | | 0470 623C000 2998.000 M | 42.00000 125916.00| | Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -17 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 04009 | | |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 650A000 596.000 M3 | 10.00000 5960.00| | Topsoil | | | 0490 650B000 1057.000 M3 | 5.00000 5285.00| | Topsoil From Stockpiles | | | 0500 652A050 2.000 HA | 1870.00000 3740.00| | Seeding (Mix 1A) | | | 0510 652A053 1.000 HA | 1870.00000 1870.00| | Seeding (Mix 1E) | | | 0520 652B050 2.000 HA | 865.00000 1730.00| | Temporary Seeding (Mix 1AT) | | | 0530 652D050 2.000 HA | 1585.00000 3170.00| | Seeding In Stubble (Mix 1A) | | | 0540 654A001 2869.000 M2 | 3.50000 10041.50| | Solid Sodding (Bermuda) | | | 0550 656A000 4.000 HA | 1725.00000 6900.00| | Mulching, Class A, Type 1 | | | 0560 656A001 1.000 HA | 1955.00000 1955.00| | Mulching, Class A, Type 2 | | | 0570 659A000 100.000 M2 | 2.30000 230.00| | Erosion Control Netting, Class A | | | 0580 659A001 100.000 M2 | 2.30000 230.00| | Erosion Control Netting, Class B | | | 0590 665F000 165.000 EACH| 5.00000 825.00| | Hay Bales | | | 0600 665I000 104.000 MTON| 32.00000 3328.00| | Temporary Riprap, Class 2 | | | 0610 665J000 1217.000 M | 16.00000 19472.00| | Silt Fence, Type A | | | 0620 665K000 400.000 M3 | 8.00000 3200.00| | Drainage Sump Excavation | | | 0630 665L000 45.000 M | 40.00000 1800.00| | Floating Basin Boom | | | 0640 666A001 6.000 HA | 74.00000 444.00| | Pest Control Treatment | | | 0650 680A000 LUMP| 15000.00000 15000.00| | Engineering Controls | | | 0660 701A028 1.000 KM | 1100.00000 1100.00| | Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0670 701A041 1.000 KM | 990.00000 990.00| | Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -18 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 04009 | | |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 701A046 3.000 KM | 990.00000 2970.00| | Broken Yellow, Class 2 ,Type A , | | | Traffic Stripe (2.3 mm Thick)(150 mm | | | Wide) | | | 0690 701A048 4.000 KM | 1100.00000 4400.00| | Solid Yellow, Class 2, Type A, Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0700 701B009 160.000 M | 2.20000 352.00| | Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | 0710 701C000 6.000 KM | 247.50000 1485.00| | Broken Temporary Traffic Stripe | | | 0720 701C001 7.000 KM | 275.00000 1925.00| | Solid Temporary Traffic Stripe | | | 0730 703A002 119.000 M2 | 19.80000 2356.20| | Traffic Control Markings, Class 2, Type | | | A | | | 0740 703B002 5.000 M2 | 19.80000 99.00| | Traffic Control Legends, Class 2, Type A| | | 0750 703D001 195.000 M2 | 15.40000 3003.00| | Temporary Traffic Control Markings | | | 0760 705A030 3.000 EACH| 4.95000 14.85| | Pavement Markers, Class A-H, Type 2-C | | | 0770 705A031 35.000 EACH| 4.95000 173.25| | Pavement Markers, Class A-H, Type 1-A | | | 0780 705A032 58.000 EACH| 4.95000 287.10| | Pavement Markers, Class A-H, Type 1-B | | | 0790 705A037 75.000 EACH| 4.95000 371.25| | Pavement Markers, Class A-H, Type 2-D | | | 0800 740B000 60.000 M2 | 125.00000 7500.00| | Construction Signs | | | 0810 740D000 100.000 EACH| 35.00000 3500.00| | Channelizing Drums | | | 0820 740E000 50.000 EACH| 15.00000 750.00| | Cones (900 mm High) | | | 0830 740F002 18.000 EACH| 275.00000 4950.00| | Barricades, Type III | | | 0840 740I005 9.000 EACH| 200.00000 1800.00| | Warning Lights, Type B (Detachable Head)| | | 0850 740M000 50.000 EACH| 5.00000 250.00| | Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 025 -19 TABULATION OF BIDS CALL ORDER : 025 CONTRACT ID : 20000526025 COUNTIES : MARION LETTING DATE : 05/26/00 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |(7) 04009 | | |W. W. DYAR & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 741C010 1.000 EACH| 6500.00000 6500.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0870 998A000 LUMP| 15000.00000 15000.00| | Construction Fuel (Maximum Bid Limited | | | To 75,500.00) | | | SECTION TOTALS | $ 1,153,881.17| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,153,881.17| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20000526026 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : MG-226(10) for constructing the Planing, Resurfacing, Traffic Stripe, and Loop Detectors on S.R. #3 (U.S. #31) from the Baldwin County Line (M.P. 34.04) to north of Atmore (M.P. 42.30). Length - 8.260 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 1,192,547.45 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 1,235,620.95 103.6118% 3 01018 APAC-ALABAMA, INC. $ 1,294,746.65 108.5698% 4 23007 M.C. WILLIAMS CONTRACTING CO., INC. $ 1,431,969.97 120.0765% 5 02032 BULLARD EXCAVATING, INC. $ 2,034,009.30 170.5600% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000526026 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 |(3) 01018 |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 22.000 EACH| 75.24000 1655.28| 120.00000 2640.00| 60.00000 1320.00 Mailbox Reset, Single | | | 0020 209A002 1.000 EACH| 161.26000 161.26| 150.00000 150.00| 125.00000 125.00 Mailbox Reset, Multiple | | | 0030 405A000 9559.000 GAL | 0.66000 6308.94| 0.80000 7647.20| 1.50000 14338.50 Tack Coat | | | 0040 408A051 131950.000 SQYD| 0.43000 56738.50| 0.35000 46182.50| 0.59000 77850.50 Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 408A052 42455.000 SY | 0.47000 19953.85| 0.50000 21227.50| 0.68000 28869.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A260 7257.000 TON | 36.18000 262558.26| 37.00000 268509.00| 38.75000 281208.75 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0070 424A261 1443.000 TON | 35.46000 51168.78| 36.80000 53102.40| 48.00000 69264.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0080 424A264 100.000 TON | 53.28000 5328.00| 54.00000 5400.00| 65.00000 6500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0090 424A267 400.000 TON | 35.87000 14348.00| 35.00000 14000.00| 38.50000 15400.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0100 424B461 14515.000 TON | 34.37000 498880.55| 32.80000 476092.00| 34.50000 500767.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0110 600A000 LUMP| 11606.08000 11606.08| 75000.00000 75000.00| 47250.00000 47250.00 Mobilization | | | 0120 622A002 4.000 EACH| 134.83000 539.32| 560.00000 2240.00| 75.00000 300.00 Manhole Covers Reset (Sanitary) | | | 0130 643B000 2.000 EACH| 109.19000 218.38| 430.00000 860.00| 40.00000 80.00 Valve Boxes Reset | | | 0140 650A000 1279.000 CYIP| 10.49000 13416.71| 10.00000 12790.00| 10.00000 12790.00 Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000526026 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 |(3) 01018 |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 652A061 7.000 ACRE| 548.00000 3836.00| 422.60000 2958.20| 400.00000 2800.00 Seeding (Mix 3E) | | | 0160 656A000 7.000 ACRE| 548.00000 3836.00| 422.60000 2958.20| 400.00000 2800.00 Mulching, Class A, Type 1 | | | 0170 665F000 100.000 EACH| 5.69000 569.00| 7.50000 750.00| 4.00000 400.00 Hay Bales | | | 0180 665G000 100.000 EACH| 1.62000 162.00| 2.50000 250.00| 1.50000 150.00 Sand Bags | | | 0190 701C000 17.000 MILE| 211.20000 3590.40| 184.90000 3143.30| 190.00000 3230.00 Broken Temporary Traffic Stripe | | | 0200 701C001 35.000 MILE| 314.22000 10997.70| 264.10000 9243.50| 255.00000 8925.00 Solid Temporary Traffic Stripe | | | 0210 701G125 850.000 LF | 4.27000 3629.50| 4.20000 3570.00| 4.00000 3400.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 850.000 LF | 4.27000 3629.50| 4.20000 3570.00| 4.00000 3400.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H001 850.000 LF | 0.52000 442.00| 1.20000 1020.00| 1.10000 935.00 Solid Traffic Stripe Removed (Plastic) | | | 0240 701H006 850.000 LF | 0.41000 348.50| 1.10000 935.00| 0.75000 637.50 Broken Traffic Stripe Removed (Plastic) | | | 0250 702A007 6.000 MILE| 2194.41000 13166.46| 1848.80000 11092.80| 1800.00000 10800.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0260 702A008 17.000 MILE| 4187.93000 71194.81| 3909.00000 66453.00| 3800.00000 64600.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0270 702A009 11.000 MILE| 4187.93000 46067.23| 3909.00000 42999.00| 3800.00000 41800.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0280 702A010 4.000 MILE| 2194.41000 8777.64| 1848.80000 7395.20| 2000.00000 8000.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0290 702B001 320.000 LF | 1.18000 377.60| 3.20000 1024.00| 3.00000 960.00 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0300 703A002 2200.000 SQFT| 1.44000 3168.00| 1.70000 3740.00| 1.65000 3630.00 Traffic Control Markings, Class 2, Type | | | A | | | 0310 703B002 135.000 SQFT| 2.16000 291.60| 2.10000 283.50| 2.00000 270.00 Traffic Control Legends, Class 2, Type A| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 026 -4 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000526026 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 13008 |(3) 01018 |HOSEA O. WEAVER & SONS, INC.|MOBILE ASPHALT COMPANY, LLC |APAC-ALABAMA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 703D001 2200.000 SQFT| 0.92000 2024.00| 0.63000 1386.00| 0.60000 1320.00 Temporary Traffic Control Markings | | | 0330 703E001 135.000 SQFT| 1.44000 194.40| 0.53000 71.55| 0.50000 67.50 Temporary Traffic Control Legends | | | 0340 705A030 100.000 EACH| 4.07000 407.00| 4.80000 480.00| 4.90000 490.00 Pavement Markers, Class A-H, Type 2-C | | | 0350 705A032 277.000 EACH| 4.07000 1127.39| 4.80000 1329.60| 4.90000 1357.30 Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 1550.000 EACH| 4.07000 6308.50| 4.80000 7440.00| 4.90000 7595.00 Pavement Markers, Class A-H, Type 2-D | | | 0370 705A038 348.000 EACH| 4.07000 1416.36| 4.80000 1670.40| 4.90000 1705.20 Pavement Markers, Class A-H, Type 2-E | | | 0380 705A039 240.000 EACH| 4.07000 976.80| 4.80000 1152.00| 4.90000 1176.00 Pavement Markers, Class A-H, Type 2-A | | | 0390 730H000 14000.000 LF | 3.56000 49840.00| 3.90000 54600.00| 4.00000 56000.00 Loop Detector | | | 0400 740B000 618.000 SQFT| 11.33000 7001.94| 14.70000 9084.60| 10.25000 6334.50 Construction Signs | | | 0410 740E000 300.000 EACH| 11.75000 3525.00| 16.80000 5040.00| 11.50000 3450.00 Cones (36 Inches High) | | | 0420 740M000 300.000 EACH| 5.64000 1692.00| 5.40000 1620.00| 6.50000 1950.00 Weight For Cone | | | 0430 741C010 1.000 EACH| 1068.21000 1068.21| 2020.50000 2020.50| 500.00000 500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0440 998A000 LUMP| 0.00000 0.00| 2500.00000 2500.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To 58,500.00) | | | SECTION TOTALS | $ 1,192,547.45| $ 1,235,620.95| $ 1,294,746.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,192,547.45| $ 1,235,620.95| $ 1,294,746.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 026 -5 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000526026 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 23007 |(5) 02032 | |M.C. WILLIAMS CONTRACTING CO|BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 22.000 EACH| 25.00000 550.00| 50.00000 1100.00| Mailbox Reset, Single | | | 0020 209A002 1.000 EACH| 100.00000 100.00| 125.00000 125.00| Mailbox Reset, Multiple | | | 0030 405A000 9559.000 GAL | 0.75000 7169.25| 1.20000 11470.80| Tack Coat | | | 0040 408A051 131950.000 SQYD| 0.85000 112157.50| 0.55000 72572.50| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 408A052 42455.000 SY | 0.88000 37360.40| 0.72000 30567.60| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A260 7257.000 TON | 39.15000 284111.55| 34.25000 248552.25| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0070 424A261 1443.000 TON | 40.31000 58167.33| 35.55000 51298.65| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0080 424A264 100.000 TON | 39.85000 3985.00| 100.00000 10000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0090 424A267 400.000 TON | 41.86000 16744.00| 45.00000 18000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0100 424B461 14515.000 TON | 37.92000 550408.80| 33.50000 486252.50| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0110 600A000 LUMP| 93341.34000 93341.34| 187503.00000 187503.00| Mobilization | | | 0120 622A002 4.000 EACH| 65.00000 260.00| 250.00000 1000.00| Manhole Covers Reset (Sanitary) | | | 0130 643B000 2.000 EACH| 35.00000 70.00| 175.00000 350.00| Valve Boxes Reset | | | 0140 650A000 1279.000 CYIP| 8.79000 11242.41| 8.00000 10232.00| Topsoil | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 026 -6 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000526026 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 23007 |(5) 02032 | |M.C. WILLIAMS CONTRACTING CO|BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 652A061 7.000 ACRE| 495.00000 3465.00| 450.00000 3150.00| Seeding (Mix 3E) | | | 0160 656A000 7.000 ACRE| 465.00000 3255.00| 450.00000 3150.00| Mulching, Class A, Type 1 | | | 0170 665F000 100.000 EACH| 4.25000 425.00| 5.00000 500.00| Hay Bales | | | 0180 665G000 100.000 EACH| 1.00000 100.00| 10.00000 1000.00| Sand Bags | | | 0190 701C000 17.000 MILE| 236.25000 4016.25| 320.00000 5440.00| Broken Temporary Traffic Stripe | | | 0200 701C001 35.000 MILE| 294.00000 10290.00| 340.00000 11900.00| Solid Temporary Traffic Stripe | | | 0210 701G125 850.000 LF | 4.20000 3570.00| 375.00000 318750.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G133 850.000 LF | 4.20000 3570.00| 400.00000 340000.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H001 850.000 LF | 1.16000 986.00| 1.50000 1275.00| Solid Traffic Stripe Removed (Plastic) | | | 0240 701H006 850.000 LF | 1.05000 892.50| 1.00000 850.00| Broken Traffic Stripe Removed (Plastic) | | | 0250 702A007 6.000 MILE| 1942.50000 11655.00| 1975.00000 11850.00| Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0260 702A008 17.000 MILE| 3990.00000 67830.00| 3950.00000 67150.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0270 702A009 11.000 MILE| 3990.00000 43890.00| 3950.00000 43450.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0280 702A010 4.000 MILE| 2100.00000 8400.00| 1975.00000 7900.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0290 702B001 320.000 LF | 3.15000 1008.00| 1.85000 592.00| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0300 703A002 2200.000 SQFT| 1.74000 3828.00| 1.80000 3960.00| Traffic Control Markings, Class 2, Type | | | A | | | 0310 703B002 135.000 SQFT| 2.10000 283.50| 2.80000 378.00| Traffic Control Legends, Class 2, Type A| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 026 -7 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20000526026 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 23007 |(5) 02032 | |M.C. WILLIAMS CONTRACTING CO|BULLARD EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 703D001 2200.000 SQFT| 0.63000 1386.00| 1.00000 2200.00| Temporary Traffic Control Markings | | | 0330 703E001 135.000 SQFT| 0.53000 71.55| 1.30000 175.50| Temporary Traffic Control Legends | | | 0340 705A030 100.000 EACH| 5.15000 515.00| 5.25000 525.00| Pavement Markers, Class A-H, Type 2-C | | | 0350 705A032 277.000 EACH| 5.15000 1426.55| 5.00000 1385.00| Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037 1550.000 EACH| 5.15000 7982.50| 5.25000 8137.50| Pavement Markers, Class A-H, Type 2-D | | | 0370 705A038 348.000 EACH| 5.15000 1792.20| 5.25000 1827.00| Pavement Markers, Class A-H, Type 2-E | | | 0380 705A039 240.000 EACH| 5.15000 1236.00| 5.25000 1260.00| Pavement Markers, Class A-H, Type 2-A | | | 0390 730H000 14000.000 LF | 3.63000 50820.00| 4.00000 56000.00| Loop Detector | | | 0400 740B000 618.000 SQFT| 10.13000 6260.34| 10.00000 6180.00| Construction Signs | | | 0410 740E000 300.000 EACH| 8.75000 2625.00| 10.00000 3000.00| Cones (36 Inches High) | | | 0420 740M000 300.000 EACH| 7.41000 2223.00| 5.00000 1500.00| Weight For Cone | | | 0430 741C010 1.000 EACH| 2500.00000 2500.00| 1500.00000 1500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0440 998A000 LUMP| 10000.00000 10000.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To 58,500.00) | | | SECTION TOTALS | $ 1,431,969.97| $ 2,034,009.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,431,969.97| $ 2,034,009.30| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-264(5) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on S.R.#118 (U.S.#278) at Turkey Creek in Sulligent. Length 0.151 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 935,975.76 100.0000% 2 16003 PHILLIPS CONTRACTING CO., INC. $ 1,059,885.70 113.2385% 3 16039 PINKERTON CONSTRUCTION, INC. $ 1,083,508.60 115.7624% 4 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 1,085,285.40 115.9522% 5 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 1,160,633.22 124.0024% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 16003 |(3) 16039 |RACON, INC. |PHILLIPS CONTRACTING CO., IN|PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 30000.00000 30000.00| 38000.00000 38000.00| 35000.00000 35000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 18000.00000 18000.00| 6000.00000 6000.00| 25000.00000 25000.00 Removal Of Old Bridge Station 71+95.35 | | | 0030 206D001 264.000 LF | 2.65000 699.60| 2.00000 528.00| 2.00000 528.00 Removing Guardrail | | | 0040 206E010 4.000 EACH| 265.00000 1060.00| 125.00000 500.00| 200.00000 800.00 Removing Guardrail End Anchor (Type 2-B)| | | 0050 206E019 4.000 EACH| 132.50000 530.00| 125.00000 500.00| 200.00000 800.00 Removing Guardrail End Anchor (Type 10) | | | 0060 210A000 1657.000 CYIP| 3.00000 4971.00| 4.00000 6628.00| 4.00000 6628.00 Unclassified Excavation | | | 0070 210D013 10611.000 CYIP| 5.00000 53055.00| 5.50000 58360.50| 5.00000 53055.00 Borrow Excavation (A-4(0) or Better) | | | 0080 214A000 497.000 CUYD| 6.67000 3314.99| 7.00000 3479.00| 6.00000 2982.00 Structure Excavation | | | 0090 214B001 263.000 CUYD| 28.80000 7574.40| 20.00000 5260.00| 20.00000 5260.00 Foundation Backfill, Commercial | | | 0100 230A000 3.000 RBST| 1000.00000 3000.00| 600.00000 1800.00| 660.00000 1980.00 Roadbed Processing | | | 0110 301A004 1722.000 SYCP| 5.00000 8610.00| 5.45000 9384.90| 6.00000 10332.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0120 301A008 5003.000 SYCP| 5.00000 25015.00| 6.30000 31518.90| 7.20000 36021.60 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0130 305B060 25.000 TCIP| 25.00000 625.00| 25.00000 625.00| 24.20000 605.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0140 401A000 599.000 SYCP| 1.06000 634.94| 1.00000 599.00| 1.10000 658.90 Bituminous Treatment A | | | 0150 401B106 3177.000 SYCP| 5.36000 17028.72| 5.05000 16043.85| 5.60000 17791.20 Bituminous Treatment JG (With Polymer | | | Additive) | | | 0160 405A000 80.000 GAL | 1.06000 84.80| 1.00000 80.00| 1.10000 88.00 Tack Coat | | | 0170 429A260 197.000 TON | 72.08000 14199.76| 68.00000 13396.00| 75.00000 14775.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 16003 |(3) 16039 |RACON, INC. |PHILLIPS CONTRACTING CO., IN|PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 429A263 10.000 TON | 84.80000 848.00| 80.00000 800.00| 88.00000 880.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0190 429A266 10.000 TON | 72.08000 720.80| 68.00000 680.00| 75.00000 750.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0200 429A269 10.000 TON | 79.50000 795.00| 75.00000 750.00| 83.00000 830.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0210 429B262 99.000 TON | 74.20000 7345.80| 70.00000 6930.00| 77.00000 7623.00 Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0220 429B265 10.000 TON | 84.80000 848.00| 80.00000 800.00| 88.00000 880.00 Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0230 429B269 10.000 TON | 74.20000 742.00| 70.00000 700.00| 77.00000 770.00 Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0240 429B272 10.000 TON | 79.50000 795.00| 75.00000 750.00| 83.00000 830.00 Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0250 429C261 191.000 TON | 74.20000 14172.20| 70.00000 13370.00| 77.00000 14707.00 Improved Bituminous Concrete Base Layer,| | | 1 1/2" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0260 429C271 162.000 TON | 79.50000 12879.00| 75.00000 12150.00| 86.00000 13932.00 Improved Bituminous Concrete Base Layer,| | | Widening, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0270 430B000 50.000 TNCP| 21.10000 1055.00| 25.00000 1250.00| 20.00000 1000.00 Aggregate Surfacing (AHD #467 Or #57) | | | 0280 502A000 84174.000 LB | 0.50000 42087.00| 0.45000 37878.30| 0.60000 50504.40 Steel Reinforcement | | | 0290 524A011 493.000 CUYD| 325.00000 160225.00| 295.00000 145435.00| 260.00000 128180.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 16003 |(3) 16039 |RACON, INC. |PHILLIPS CONTRACTING CO., IN|PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A001 128.000 LF | 21.75000 2784.00| 30.00000 3840.00| 26.00000 3328.00 18" Roadway Pipe (Class 3 R.C.) | | | 0310 600A000 LUMP| 125000.00000 125000.00| 50600.00000 50600.00| 55000.00000 55000.00 Mobilization | | | 0320 601A000 1.000 EACH| 2500.00000 2500.00| 3000.00000 3000.00| 8000.00000 8000.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0330 602A000 8.000 EACH| 65.00000 520.00| 75.00000 600.00| 100.00000 800.00 Right Of Way Markers | | | 0340 610C001 1374.000 TON | 10.00000 13740.00| 21.50000 29541.00| 18.50000 25419.00 Loose Riprap, Class 2 | | | 0350 610C002 13658.000 TON | 10.00000 136580.00| 21.50000 293647.00| 20.00000 273160.00 Loose Riprap, Class 3 | | | 0360 610D000 480.000 SQYD| 1.22000 585.60| 2.00000 960.00| 4.00000 1920.00 Filter Blanket | | | 0370 620A000 2.000 CUYD| 750.00000 1500.00| 400.00000 800.00| 600.00000 1200.00 Minor Structure Concrete | | | 0380 641C204 600.000 LF | 48.76000 29256.00| 28.00000 16800.00| 22.00000 13200.00 6 Inch D.I. Restrained Joint Water Main | | | Laid, Type 1B Installation | | | 0390 644B001 2.000 EACH| 2915.00000 5830.00| 500.00000 1000.00| 650.00000 1300.00 6 Inch Gate Valves And Boxes | | | 0400 650A000 444.000 CYIP| 8.00000 3552.00| 6.00000 2664.00| 6.00000 2664.00 Topsoil | | | 0410 652A053 1.000 ACRE| 490.00000 490.00| 1250.00000 1250.00| 2000.00000 2000.00 Seeding (Mix 1E) | | | 0420 652C000 1.000 ACRE| 71.00000 71.00| 150.00000 150.00| 300.00000 300.00 Mowing | | | 0430 654A001 123.000 SQYD| 3.10000 381.30| 3.50000 430.50| 4.50000 553.50 Solid Sodding (Bermuda) | | | 0440 656A000 1.000 ACRE| 432.00000 432.00| 600.00000 600.00| 2000.00000 2000.00 Mulching, Class A, Type 1 | | | 0450 659A000 200.000 SQYD| 1.20000 240.00| 5.00000 1000.00| 2.50000 500.00 Erosion Control Netting, Class A | | | 0460 665A000 1.000 ACRE| 400.00000 400.00| 650.00000 650.00| 500.00000 500.00 Temporary Seeding | | | 0470 665B000 1.000 ACRE| 432.00000 432.00| 500.00000 500.00| 2000.00000 2000.00 Temporary Mulching | | | 0480 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 5.00000 500.00 Hay Bales | | | 0490 665G000 250.000 EACH| 1.00000 250.00| 5.00000 1250.00| 5.00000 1250.00 Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -5 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 16003 |(3) 16039 |RACON, INC. |PHILLIPS CONTRACTING CO., IN|PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 665I000 6107.000 TON | 10.00000 61070.00| 21.50000 131300.50| 23.00000 140461.00 Temporary Riprap, Class 2 | | | 0510 665J000 2440.000 LF | 2.15000 5246.00| 3.00000 7320.00| 4.00000 9760.00 Silt Fence, Type A | | | 0520 665K000 40.000 CUYD| 7.70000 308.00| 7.00000 280.00| 50.00000 2000.00 Drainage Sump Excavation | | | 0530 665L000 39.000 LF | 16.00000 624.00| 10.00000 390.00| 39.00000 1521.00 Floating Basin Boom | | | 0540 666A001 1.000 ACRE| 35.00000 35.00| 150.00000 150.00| 50.00000 50.00 Pest Control Treatment | | | 0550 680A000 LUMP| 25000.00000 25000.00| 15000.00000 15000.00| 15000.00000 15000.00 Engineering Controls | | | 0560 701A028 1.000 MILE| 2120.00000 2120.00| 2000.00000 2000.00| 1100.00000 1100.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | 0570 701A032 1.000 MILE| 2650.00000 2650.00| 2500.00000 2500.00| 1100.00000 1100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0580 701C001 1.000 MILE| 530.00000 530.00| 500.00000 500.00| 480.00000 480.00 Solid Temporary Traffic Stripe | | | 0590 701D008 1.000 MILE| 1590.00000 1590.00| 1500.00000 1500.00| 1100.00000 1100.00 Solid Traffic Stripe Removed (Plastic) | | | 0600 705A037 19.000 EACH| 10.60000 201.40| 10.00000 190.00| 5.00000 95.00 Pavement Markers, Class A-H, Type 2-D | | | 0610 726F000 676.000 LF | 105.00000 70980.00| 95.00000 64220.00| 105.50000 71318.00 Portable Safety Barriers (Triton | | | Barrier) | | | 0620 740B000 355.000 SQFT| 8.67000 3077.85| 8.75000 3106.25| 9.60000 3408.00 Construction Signs | | | 0630 740D000 32.000 EACH| 47.00000 1504.00| 50.00000 1600.00| 50.00000 1600.00 Channelizing Drums | | | 0640 740E000 30.000 EACH| 13.42000 402.60| 15.00000 450.00| 15.00000 450.00 Cones (36 Inches High) | | | 0650 740F002 8.000 EACH| 224.00000 1792.00| 200.00000 1600.00| 250.00000 2000.00 Barricades, Type III | | | 0660 740I005 4.000 EACH| 220.00000 880.00| 250.00000 1000.00| 245.00000 980.00 Warning Lights, Type B (Detachable Head)| | | 0670 740L003 40.000 EACH| 43.00000 1720.00| 37.50000 1500.00| 50.00000 2000.00 Vertical Panel Type I, Single-Sided | | | 0680 740M000 30.000 EACH| 9.50000 285.00| 10.00000 300.00| 10.00000 300.00 Weight For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -6 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 16003 |(3) 16039 |RACON, INC. |PHILLIPS CONTRACTING CO., IN|PINKERTON CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 998A000 LUMP| 0.00000 0.00| 1000.00000 1000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To 78,500.00) | | | SECTION TOTALS | $ 935,975.76| $ 1,059,885.70| $ 1,083,508.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 935,975.76| $ 1,059,885.70| $ 1,083,508.60 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -7 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 20011 |(5) 18036 | |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 175000.00000 175000.00| 4000.00000 4000.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 15000.00000 15000.00| 11000.00000 11000.00| Removal Of Old Bridge Station 71+95.35 | | | 0030 206D001 264.000 LF | 1.50000 396.00| 3.00000 792.00| Removing Guardrail | | | 0040 206E010 4.000 EACH| 125.00000 500.00| 200.00000 800.00| Removing Guardrail End Anchor (Type 2-B)| | | 0050 206E019 4.000 EACH| 125.00000 500.00| 150.00000 600.00| Removing Guardrail End Anchor (Type 10) | | | 0060 210A000 1657.000 CYIP| 4.00000 6628.00| 9.00000 14913.00| Unclassified Excavation | | | 0070 210D013 10611.000 CYIP| 6.00000 63666.00| 11.00000 116721.00| Borrow Excavation (A-4(0) or Better) | | | 0080 214A000 497.000 CUYD| 6.00000 2982.00| 14.00000 6958.00| Structure Excavation | | | 0090 214B001 263.000 CUYD| 20.50000 5391.50| 22.00000 5786.00| Foundation Backfill, Commercial | | | 0100 230A000 3.000 RBST| 300.00000 900.00| 400.00000 1200.00| Roadbed Processing | | | 0110 301A004 1722.000 SYCP| 5.45000 9384.90| 5.50000 9471.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0120 301A008 5003.000 SYCP| 6.30000 31518.90| 5.90000 29517.70| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0130 305B060 25.000 TCIP| 22.00000 550.00| 24.00000 600.00| Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0140 401A000 599.000 SYCP| 1.00000 599.00| 1.00000 599.00| Bituminous Treatment A | | | 0150 401B106 3177.000 SYCP| 5.00000 15885.00| 5.50000 17473.50| Bituminous Treatment JG (With Polymer | | | Additive) | | | 0160 405A000 80.000 GAL | 1.00000 80.00| 1.50000 120.00| Tack Coat | | | 0170 429A260 197.000 TON | 70.00000 13790.00| 65.00000 12805.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -8 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 20011 |(5) 18036 | |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 429A263 10.000 TON | 75.00000 750.00| 70.00000 700.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0190 429A266 10.000 TON | 75.00000 750.00| 70.00000 700.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0200 429A269 10.000 TON | 75.00000 750.00| 80.00000 800.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0210 429B262 99.000 TON | 75.00000 7425.00| 60.00000 5940.00| Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0220 429B265 10.000 TON | 75.00000 750.00| 70.00000 700.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0230 429B269 10.000 TON | 75.00000 750.00| 70.00000 700.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0240 429B272 10.000 TON | 75.00000 750.00| 70.00000 700.00| Improved Bituminous Concrete Binder | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0250 429C261 191.000 TON | 70.00000 13370.00| 55.00000 10505.00| Improved Bituminous Concrete Base Layer,| | | 1 1/2" Maximum Aggregate Size Mix, | | | ESAL Range D | | | 0260 429C271 162.000 TON | 75.00000 12150.00| 60.00000 9720.00| Improved Bituminous Concrete Base Layer,| | | Widening, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0270 430B000 50.000 TNCP| 20.55000 1027.50| 25.00000 1250.00| Aggregate Surfacing (AHD #467 Or #57) | | | 0280 502A000 84174.000 LB | 0.50000 42087.00| 0.48000 40403.52| Steel Reinforcement | | | 0290 524A011 493.000 CUYD| 270.00000 133110.00| 410.00000 202130.00| Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -9 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 20011 |(5) 18036 | |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 530A001 128.000 LF | 21.70000 2777.60| 24.00000 3072.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0310 600A000 LUMP| 25000.00000 25000.00| 70000.00000 70000.00| Mobilization | | | 0320 601A000 1.000 EACH| 3000.00000 3000.00| 7000.00000 7000.00| Furnishing Base, Soil And Structure | | | Laboratories | | | 0330 602A000 8.000 EACH| 100.00000 800.00| 120.00000 960.00| Right Of Way Markers | | | 0340 610C001 1374.000 TON | 17.50000 24045.00| 23.00000 31602.00| Loose Riprap, Class 2 | | | 0350 610C002 13658.000 TON | 17.00000 232186.00| 20.00000 273160.00| Loose Riprap, Class 3 | | | 0360 610D000 480.000 SQYD| 3.00000 1440.00| 3.25000 1560.00| Filter Blanket | | | 0370 620A000 2.000 CUYD| 750.00000 1500.00| 350.00000 700.00| Minor Structure Concrete | | | 0380 641C204 600.000 LF | 25.83000 15498.00| 28.00000 16800.00| 6 Inch D.I. Restrained Joint Water Main | | | Laid, Type 1B Installation | | | 0390 644B001 2.000 EACH| 437.50000 875.00| 750.00000 1500.00| 6 Inch Gate Valves And Boxes | | | 0400 650A000 444.000 CYIP| 5.00000 2220.00| 6.00000 2664.00| Topsoil | | | 0410 652A053 1.000 ACRE| 1000.00000 1000.00| 1500.00000 1500.00| Seeding (Mix 1E) | | | 0420 652C000 1.000 ACRE| 200.00000 200.00| 20.00000 20.00| Mowing | | | 0430 654A001 123.000 SQYD| 4.00000 492.00| 6.50000 799.50| Solid Sodding (Bermuda) | | | 0440 656A000 1.000 ACRE| 600.00000 600.00| 1500.00000 1500.00| Mulching, Class A, Type 1 | | | 0450 659A000 200.000 SQYD| 2.50000 500.00| 4.00000 800.00| Erosion Control Netting, Class A | | | 0460 665A000 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| Temporary Seeding | | | 0470 665B000 1.000 ACRE| 500.00000 500.00| 500.00000 500.00| Temporary Mulching | | | 0480 665F000 100.000 EACH| 5.00000 500.00| 6.00000 600.00| Hay Bales | | | 0490 665G000 250.000 EACH| 3.00000 750.00| 3.00000 750.00| Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -10 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 20011 |(5) 18036 | |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 665I000 6107.000 TON | 18.00000 109926.00| 20.00000 122140.00| Temporary Riprap, Class 2 | | | 0510 665J000 2440.000 LF | 3.50000 8540.00| 6.00000 14640.00| Silt Fence, Type A | | | 0520 665K000 40.000 CUYD| 5.00000 200.00| 12.00000 480.00| Drainage Sump Excavation | | | 0530 665L000 39.000 LF | 25.00000 975.00| 12.00000 468.00| Floating Basin Boom | | | 0540 666A001 1.000 ACRE| 100.00000 100.00| 30.00000 30.00| Pest Control Treatment | | | 0550 680A000 LUMP| 8500.00000 8500.00| 8000.00000 8000.00| Engineering Controls | | | 0560 701A028 1.000 MILE| 2000.00000 2000.00| 2200.00000 2200.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | 0570 701A032 1.000 MILE| 2500.00000 2500.00| 2700.00000 2700.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0580 701C001 1.000 MILE| 500.00000 500.00| 600.00000 600.00| Solid Temporary Traffic Stripe | | | 0590 701D008 1.000 MILE| 1500.00000 1500.00| 1550.00000 1550.00| Solid Traffic Stripe Removed (Plastic) | | | 0600 705A037 19.000 EACH| 10.00000 190.00| 11.00000 209.00| Pavement Markers, Class A-H, Type 2-D | | | 0610 726F000 676.000 LF | 100.00000 67600.00| 99.00000 66924.00| Portable Safety Barriers (Triton | | | Barrier) | | | 0620 740B000 355.000 SQFT| 10.00000 3550.00| 10.00000 3550.00| Construction Signs | | | 0630 740D000 32.000 EACH| 65.00000 2080.00| 90.00000 2880.00| Channelizing Drums | | | 0640 740E000 30.000 EACH| 25.00000 750.00| 14.00000 420.00| Cones (36 Inches High) | | | 0650 740F002 8.000 EACH| 225.00000 1800.00| 600.00000 4800.00| Barricades, Type III | | | 0660 740I005 4.000 EACH| 400.00000 1600.00| 600.00000 2400.00| Warning Lights, Type B (Detachable Head)| | | 0670 740L003 40.000 EACH| 50.00000 2000.00| 40.00000 1600.00| Vertical Panel Type I, Single-Sided | | | 0680 740M000 30.000 EACH| 5.00000 150.00| 15.00000 450.00| Weight For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 027 -11 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20000526027 COUNTIES : LAMAR LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 20011 |(5) 18036 | |TRI COUNTY CONCRETE CONSTRUC|RILEY BRIDGE & ENGINEERING C| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0690 998A000 LUMP| 0.00000 0.00| 1000.00000 1000.00| Construction Fuel (Maximum Bid Limited | | | To 78,500.00) | | | SECTION TOTALS | $ 1,085,285.40| $ 1,160,633.22| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,085,285.40| $ 1,160,633.22| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20000526029 COUNTIES : MADISON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 70 Working Days (available days) CONTRACT DESCRIPTION : HUNTSVILLE PROJECT(S) : MG-418(4) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#53 from I-565 in Huntsville (MP 318.74) to the end of the five lane section north of Mastin Lake Road (MP 324.46). Length 4.510 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING COMPANY, INC. $ 1,659,088.88 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,785,682.44 107.6303% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20000526029 COUNTIES : MADISON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 19010 |(2) 01018 | |SHELBY CONTRACTING COMPANY, |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 4274.000 GAL | 1.00000 4274.00| 1.51000 6453.74| Tack Coat | | | 0020 408A052 171790.000 SY | 0.94000 161482.60| 0.97000 166636.30| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 6667.000 SQYD| 1.50000 10000.50| 3.73000 24867.91| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 424A261 13431.000 TON | 41.87000 562355.97| 43.19000 580084.89| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0050 424A267 387.000 TON | 36.36000 14071.32| 52.15000 20182.05| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0060 424B460 13367.000 TON | 36.36000 486024.12| 37.27000 498188.09| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Max Aggregate Size | | | Mix, ESAL Range D | | | 0070 424B468 570.000 TON | 36.36000 20725.20| 41.89000 23877.30| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0080 424B470 131.000 TON | 36.36000 4763.16| 47.66000 6243.46| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0090 424B570 1500.000 TON | 36.36000 54540.00| 40.45000 60675.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0100 430B004 579.000 TNCP| 12.00000 6948.00| 17.38000 10063.02| Aggregate Surfacing (AHD #810) | | | 0110 600A000 LUMP| 19066.01000 19066.01| 130233.06000 130233.06| Mobilization | | | 0120 701C000 24.000 MILE| 400.00000 9600.00| 408.16000 9795.84| Broken Temporary Traffic Stripe | | | 0130 701C001 8.000 MILE| 450.00000 3600.00| 459.18000 3673.44| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20000526029 COUNTIES : MADISON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 19010 |(2) 01018 | |SHELBY CONTRACTING COMPANY, |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701G121 2375.000 LF | 4.00000 9500.00| 3.06000 7267.50| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0150 701G125 680.000 LF | 5.00000 3400.00| 4.08000 2774.40| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701G133 680.000 LF | 5.00000 3400.00| 4.08000 2774.40| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701H001 1360.000 LF | 0.50000 680.00| 0.51000 693.60| Solid Traffic Stripe Removed (Plastic) | | | 0180 701H006 2375.000 LF | 0.40000 950.00| 0.41000 973.75| Broken Traffic Stripe Removed (Plastic) | | | 0190 702A007 8.000 MILE| 2050.00000 16400.00| 1887.76000 15102.08| Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0200 702A008 8.000 MILE| 3975.00000 31800.00| 3928.57000 31428.56| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0210 702A009 8.000 MILE| 3975.00000 31800.00| 3928.57000 31428.56| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0220 702A010 8.000 MILE| 2050.00000 16400.00| 1887.76000 15102.08| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0230 702B001 4928.000 LF | 1.50000 7392.00| 1.53000 7539.84| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0240 703A002 12160.000 SQFT| 2.20000 26752.00| 2.14000 26022.40| Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 3441.000 SQFT| 3.00000 10323.00| 3.06000 10529.46| Traffic Control Legends, Class 2, Type A| | | 0260 705A030 200.000 EACH| 5.00000 1000.00| 5.10000 1020.00| Pavement Markers, Class A-H, Type 2-C | | | 0270 705A031 600.000 EACH| 5.00000 3000.00| 5.10000 3060.00| Pavement Markers, Class A-H, Type 1-A | | | 0280 705A032 50.000 EACH| 5.00000 250.00| 5.10000 255.00| Pavement Markers, Class A-H, Type 1-B | | | 0290 705A037 525.000 EACH| 5.00000 2625.00| 5.10000 2677.50| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 029 -4 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20000526029 COUNTIES : MADISON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 19010 |(2) 01018 | |SHELBY CONTRACTING COMPANY, |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 705A038 100.000 EACH| 5.00000 500.00| 5.10000 510.00| Pavement Markers, Class A-H, Type 2-E | | | 0310 730H000 11800.000 LF | 4.30000 50740.00| 3.06000 36108.00| Loop Detector | | | 0320 730I000 12700.000 LF | 4.30000 54610.00| 0.77000 9779.00| Shielded Loop Detector Home-Run Cable | | | 0330 730K000 17.000 EACH| 200.00000 3400.00| 280.61000 4770.37| Traffic Signal Junction Box | | | 0340 740B000 918.000 SQFT| 12.00000 11016.00| 24.96000 22913.28| Construction Signs | | | 0350 740D000 100.000 EACH| 50.00000 5000.00| 50.84000 5084.00| Channelizing Drums | | | 0360 740E000 200.000 EACH| 15.00000 3000.00| 18.39000 3678.00| Cones (36 Inches High) | | | 0370 740M000 200.000 EACH| 6.00000 1200.00| 9.20000 1840.00| Weight For Cone | | | 0380 741C010 1.000 EACH| 6500.00000 6500.00| 1375.56000 1375.56| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0390 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| Construction Fuel (Maximum Bid Limited | | | To 72,000.00) | | | SECTION TOTALS | $ 1,659,088.88| $ 1,785,682.44| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,659,088.88| $ 1,785,682.44| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20000526030 COUNTIES : CLEBURNE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-0440(3) for constructing the Resurfacing and Traffic Stripe on S.R.#9 from the Clay county line (MP 203.17) to I-20 (MP 213.60) southwest of Heflin. Length 10.371 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 940,291.25 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,003,878.43 106.7624% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20000526030 COUNTIES : CLEBURNE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 | |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 26.000 EACH| 76.00000 1976.00| 127.70000 3320.20| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 152.00000 152.00| 143.85000 143.85| Mailbox Reset, Double | | | 0030 209A002 4.000 EACH| 257.00000 1028.00| 290.00000 1160.00| Mailbox Reset, Multiple | | | 0040 401B100 151200.000 SYCP| 0.45000 68040.00| 0.61000 92232.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 5300.000 GAL | 1.20000 6360.00| 0.00000 0.00| Tack Coat | | | 0070 408A052 4978.000 SY | 1.75000 8711.50| 2.98000 14834.44| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0075 408A053 845.000 SQYD| 1.75000 1478.75| 3.36000 2839.20| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 424A240 8600.000 TON | 31.00000 266600.00| 32.93000 283198.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0090 424A246 250.000 TON | 31.00000 7750.00| 37.17000 9292.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0100 424A249 250.000 TON | 49.00000 12250.00| 36.22000 9055.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0110 424B441 15500.000 TON | 24.50000 379750.00| 26.49000 410595.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0120 424B445 300.000 TON | 55.00000 16500.00| 20.00000 6000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0130 424B452 200.000 TON | 35.50000 7100.00| 1.00000 200.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1" Max | | | Aggregate Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20000526030 COUNTIES : CLEBURNE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |(1) 13022 |(2) 01018 | |MCCARTNEY CONSTRUCTION CO., |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 430B043 4000.000 TCIP| 14.00000 56000.00| 15.20000 60800.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0150 600A000 LUMP| 14440.00000 14440.00| 10000.00000 10000.00| Mobilization | | | 0160 701A028 21.000 MILE| 1365.00000 28665.00| 1433.25000 30098.25| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6"Wide) | | | 0170 701A046 7.000 MILE| 950.00000 6650.00| 997.50000 6982.50| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701A048 13.000 MILE| 1550.00000 20150.00| 1627.50000 21157.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701B009 200.000 LF | 1.00000 200.00| 1.05000 210.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0200 701C000 21.000 MILE| 320.00000 6720.00| 336.00000 7056.00| Broken Temporary Traffic Stripe | | | 0210 701C001 40.000 MILE| 360.00000 14400.00| 378.00000 15120.00| Solid Temporary Traffic Stripe | | | 0220 703A002 2000.000 SQFT| 1.80000 3600.00| 1.89000 3780.00| Traffic Control Markings, Class 2, Type | | | A | | | 0230 703B002 50.000 SQFT| 10.00000 500.00| 10.50000 525.00| Traffic Control Legends, Class 2, Type A| | | 0240 703D001 200.000 SQFT| 1.30000 260.00| 1.36000 272.00| Temporary Traffic Control Markings | | | 0250 740B000 701.000 SQFT| 10.00000 7010.00| 7.99000 5600.99| Construction Signs | | | 0260 740O000 1.000 EACH| 4000.00000 4000.00| 9406.00000 9406.00| Pilot Car | | | 0270 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To 53,500.00) | | | SECTION TOTALS | $ 940,291.25| $ 1,003,878.43| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 940,291.25| $ 1,003,878.43| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20000526032 COUNTIES : DALE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : MG-489(8) for constructing the Planing, Concrete Pavement Rubblizing, MG-489(9) Resurfacing and Traffic Stripe on S.R.#134 from the end of STPAA-505(7) the curb section in Pinckard to near the Wiregrass Central Railroad in Newton and the Planing, Resurfacing and Traffic Stripe on S.R.#85 from S.R.#134 in Daleville to the south gate of Fort Rucker. Length 5.393 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,343,240.61 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,348,815.28 100.4150% 3 02032 BULLARD EXCAVATING, INC. $ 1,425,129.02 106.0963% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000526032 COUNTIES : DALE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 |(3) 02032 |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 90.000 SQYD| 10.00000 900.00| 20.25000 1822.50| 25.00000 2250.00 Removing Concrete Driveway | | | 0020 209A000 1.000 EACH| 100.00000 100.00| 70.64000 70.64| 150.00000 150.00 Mailbox Reset, Single | | | 0030 210D020 364.000 CYIP| 12.00000 4368.00| 10.61000 3862.04| 10.00000 3640.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0040 401B100 33833.000 SYCP| 0.74000 25036.42| 0.75000 25374.75| 0.65000 21991.45 Bituminous Treatment E (With Polymer | | | Additive) | | | 0050 405A000 4500.000 GAL | 2.10000 9450.00| 3.08000 13860.00| 1.20000 5400.00 Tack Coat | | | 0060 408A052 73666.000 SY | 0.47000 34623.02| 0.67000 49356.22| 0.50000 36833.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 408A053 17476.000 SQYD| 0.57000 9961.32| 0.99000 17301.24| 0.65000 11359.40 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0080 408A054 22051.000 SQYD| 0.67000 14774.17| 1.29000 28445.79| 1.00000 22051.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0090 424A240 1323.000 TON | 39.98000 52893.54| 41.72000 55195.56| 39.88000 52761.24 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0100 424A241 6578.000 TON | 38.15000 250950.70| 40.20000 264435.60| 37.62000 247464.36 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0110 424A243 1000.000 TON | 64.00000 64000.00| 58.99000 58990.00| 55.00000 55000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0120 424A246 1950.000 TON | 41.90000 81705.00| 43.53000 84883.50| 39.88000 77766.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0130 424B448 4285.000 TON | 37.90000 162401.50| 38.04000 163001.40| 37.62000 161201.70 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Max | | | Aggregate Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000526032 COUNTIES : DALE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 |(3) 02032 |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B549 6033.000 TON | 38.15000 230158.95| 36.15000 218092.95| 37.52000 226358.16 Superpave Bituminous Concrete Lower | | | Binder Layer, Leveling, 1" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0150 424B553 1052.000 TON | 39.64000 41701.28| 36.90000 38818.80| 39.00000 41028.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0160 459A001 35518.000 SQYD| 2.00000 71036.00| 1.61000 57183.98| 2.50000 88795.00 Rubblizing Reinforced Concrete Pavement | | | 0170 459B000 1000.000 TON | 10.00000 10000.00| 20.00000 20000.00| 20.00000 20000.00 Filler Aggregate | | | 0180 600A000 LUMP| 75000.00000 75000.00| 50000.00000 50000.00| 130000.00000 130000.00 Mobilization | | | 0190 618B002 78.000 SQYD| 35.00000 2730.00| 47.20000 3681.60| 30.00000 2340.00 Concrete Driveway, 6" Thick | | | 0200 652A061 6.000 ACRE| 393.00000 2358.00| 393.00000 2358.00| 450.00000 2700.00 Seeding (Mix 3E) | | | 0210 656A000 6.000 ACRE| 393.00000 2358.00| 393.00000 2358.00| 450.00000 2700.00 Mulching, Class A, Type 1 | | | 0220 665F000 150.000 EACH| 4.50000 675.00| 5.00000 750.00| 5.00000 750.00 Hay Bales | | | 0230 665J000 4000.000 LF | 3.18000 12720.00| 3.00000 12000.00| 5.50000 22000.00 Silt Fence, Type A | | | 0240 680A000 LUMP| 2500.00000 2500.00| 1500.00000 1500.00| 5000.00000 5000.00 Engineering Controls | | | 0250 701C000 8.000 MILE| 280.00000 2240.00| 280.00000 2240.00| 280.00000 2240.00 Broken Temporary Traffic Stripe | | | 0260 701C001 38.000 MILE| 300.00000 11400.00| 300.00000 11400.00| 300.00000 11400.00 Solid Temporary Traffic Stripe | | | 0270 701D007 3.000 MILE| 1200.00000 3600.00| 1200.00000 3600.00| 1200.00000 3600.00 Solid Traffic Stripe Removed (Paint) | | | 0280 701D008 3.000 MILE| 1300.00000 3900.00| 1300.00000 3900.00| 1300.00000 3900.00 Solid Traffic Stripe Removed (Plastic) | | | 0290 701D014 3.000 MILE| 1000.00000 3000.00| 1000.00000 3000.00| 1000.00000 3000.00 Broken Traffic Stripe Removed (Paint) | | | 0300 701D015 3.000 MILE| 1000.00000 3000.00| 1000.00000 3000.00| 1000.00000 3000.00 Broken Traffic Stripe Removed (Plastic) | | | 0310 701G125 1276.000 LF | 3.36000 4287.36| 3.36000 4287.36| 3.36000 4287.36 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000526032 COUNTIES : DALE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 |(3) 02032 |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701G129 638.000 LF | 1.50000 957.00| 1.50000 957.00| 1.50000 957.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0330 702A007 4.000 MILE| 1975.00000 7900.00| 1975.00000 7900.00| 1975.00000 7900.00 Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0340 702A008 11.000 MILE| 3950.00000 43450.00| 3950.00000 43450.00| 3950.00000 43450.00 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0350 702A009 9.000 MILE| 3950.00000 35550.00| 3950.00000 35550.00| 3950.00000 35550.00 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0360 702A010 2.000 MILE| 1975.00000 3950.00| 1975.00000 3950.00| 1975.00000 3950.00 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0370 702B001 977.000 LF | 1.85000 1807.45| 1.85000 1807.45| 1.85000 1807.45 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0380 703A002 4611.000 SQFT| 1.80000 8299.80| 1.80000 8299.80| 1.80000 8299.80 Traffic Control Markings, Class 2, Type | | | A | | | 0390 703B002 793.000 SQFT| 2.80000 2220.40| 2.80000 2220.40| 2.80000 2220.40 Traffic Control Legends, Class 2, Type A| | | 0400 703D001 3147.000 SQFT| 1.00000 3147.00| 1.00000 3147.00| 1.00000 3147.00 Temporary Traffic Control Markings | | | 0410 703E001 613.000 SQFT| 1.00000 613.00| 1.00000 613.00| 1.00000 613.00 Temporary Traffic Control Legends | | | 0420 705A030 32.000 EACH| 4.90000 156.80| 4.90000 156.80| 4.90000 156.80 Pavement Markers, Class A-H, Type 2-C | | | 0430 705A031 288.000 EACH| 4.70000 1353.60| 4.70000 1353.60| 4.70000 1353.60 Pavement Markers, Class A-H, Type 1-A | | | 0440 705A032 279.000 EACH| 4.70000 1311.30| 4.70000 1311.30| 4.70000 1311.30 Pavement Markers, Class A-H, Type 1-B | | | 0450 705A037 1290.000 EACH| 4.90000 6321.00| 4.90000 6321.00| 4.90000 6321.00 Pavement Markers, Class A-H, Type 2-D | | | 0460 740B000 1125.000 SQFT| 15.00000 16875.00| 16.34000 18382.50| 12.00000 13500.00 Construction Signs | | | 0470 740E000 175.000 EACH| 15.00000 2625.00| 6.27000 1097.25| 10.00000 1750.00 Cones (36 Inches High) | | | 0480 740M000 175.000 EACH| 5.00000 875.00| 4.39000 768.25| 5.00000 875.00 Weight For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20000526032 COUNTIES : DALE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 |(3) 02032 |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 740O000 2.000 EACH| 1000.00000 2000.00| 2000.00000 4000.00| 7500.00000 15000.00 Pilot Car | | | 0500 741C010 4.000 EACH| 2500.00000 10000.00| 690.00000 2760.00| 1500.00000 6000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0510 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To 55,000.00) | | | SECTION TOTALS | $ 1,343,240.61| $ 1,348,815.28| $ 1,425,129.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,343,240.61| $ 1,348,815.28| $ 1,425,129.02 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20000526033 COUNTIES : COFFEE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1624(101) for constructing the Resurfacing, Traffic Stripe, and Guardrail on C.R. #215 from S.R. #87 to S.R. #125, north of Elba. Length - 5.468 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 297,626.45 100.0000% 2 01018 APAC-ALABAMA, INC. $ 321,345.14 107.9692% 3 02032 BULLARD EXCAVATING, INC. $ 321,365.24 107.9760% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000526033 COUNTIES : COFFEE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 |(3) 02032 |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 305A000 2816.000 CYCP| 8.00000 22528.00| 5.51000 15516.16| 7.50000 21120.00 Borrow, Section 210, A-4 or Better, For | | | Miscellaneous Use | | | 0020 405A000 1891.000 GAL | 1.80000 3403.80| 2.40000 4538.40| 1.20000 2269.20 Tack Coat | | | 0030 429A201 5015.000 TON | 32.95000 165244.25| 37.18000 186457.70| 33.00000 165495.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0040 429A207 1610.000 TON | 34.14000 54965.40| 38.46000 61920.60| 34.00000 54740.00 Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range A | | | 0050 600A000 LUMP| 5500.00000 5500.00| 7550.00000 7550.00| 28213.04000 28213.04 Mobilization | | | 0060 630A000 200.000 LF | 17.00000 3400.00| 17.00000 3400.00| 17.00000 3400.00 Steel Beam Guardrail, Class A, Type 1 | | | 0070 630C022 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1600.00000 3200.00 Guardrail End Anchor, Type Special | | | 0080 630C050 2.000 EACH| 1900.00000 3800.00| 1900.00000 3800.00| 1900.00000 3800.00 Guardrail End Anchor, Type 20 Series | | | 0090 630C070 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0100 652A061 5.000 ACRE| 393.00000 1965.00| 393.00000 1965.00| 425.00000 2125.00 Seeding (Mix 3E) | | | 0110 656A000 5.000 ACRE| 393.00000 1965.00| 393.00000 1965.00| 425.00000 2125.00 Mulching, Class A, Type 1 | | | 0120 701A004 11.000 MILE| 300.00000 3300.00| 300.00000 3300.00| 300.00000 3300.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0130 701A035 8.000 MILE| 1050.00000 8400.00| 1050.00000 8400.00| 1050.00000 8400.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701A045 3.000 MILE| 600.00000 1800.00| 600.00000 1800.00| 600.00000 1800.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0150 701C000 6.000 MILE| 280.00000 1680.00| 280.00000 1680.00| 280.00000 1680.00 Broken Temporary Traffic Stripe | | | 0160 701C001 15.000 MILE| 300.00000 4500.00| 300.00000 4500.00| 300.00000 4500.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20000526033 COUNTIES : COFFEE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 23024 |(2) 01018 |(3) 02032 |WIREGRASS CONSTRUCTION COMPA|APAC-ALABAMA, INC. |BULLARD EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 703A002 118.000 SQFT| 5.00000 590.00| 5.00000 590.00| 5.00000 590.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 740B000 259.000 SQFT| 15.00000 3885.00| 11.92000 3087.28| 12.00000 3108.00 Construction Signs | | | 0190 740E000 50.000 EACH| 15.00000 750.00| 2.33000 116.50| 5.00000 250.00 Cones (36 Inches High) | | | 0200 740M000 50.000 EACH| 5.00000 250.00| 1.17000 58.50| 5.00000 250.00 Weight For Cone | | | 0210 740O000 1.000 EACH| 500.00000 500.00| 1500.00000 1500.00| 5000.00000 5000.00 Pilot Car | | | 0220 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To 14,000.00) | | | SECTION TOTALS | $ 297,626.45| $ 321,345.14| $ 321,365.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 297,626.45| $ 321,345.14| $ 321,365.24 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BR-3205(102) for constructing the Grade, Drain, Pave, Traffic Stripe, and Bridge Culvert on S.R. #7 (U.S. #11)/S.R. #13 (U.S. #43) over Minter Creek, north of Eutaw. Length - 0.160 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18024 RACON, INC. $ 486,400.98 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 517,037.90 106.2986% 3 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 521,614.48 107.2396% 4 16048 WALKER PATTON COMPANY, INC. $ 547,406.73 112.5422% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 08017 |(3) 20011 |RACON, INC. |H & L CONSTRUCTION, INC. |TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 5000.00000 5000.00| 12000.00000 12000.00| 39618.53000 39618.53 Clearing & Grubbing (Approximately 2 | | | acres) | | | 0020 206A000 LUMP| 5500.00000 5500.00| 20000.00000 20000.00| 8000.00000 8000.00 Removal Of Old Bridge Station 318+05.09 | | | 0030 206C001 314.000 SQYD| 6.00000 1884.00| 8.75000 2747.50| 9.00000 2826.00 Removing Concrete Pavement | | | 0040 206E010 4.000 EACH| 265.00000 1060.00| 85.00000 340.00| 100.00000 400.00 Removing Guardrail End Anchor (Type 2-B)| | | 0050 206E019 4.000 EACH| 92.75000 371.00| 85.00000 340.00| 100.00000 400.00 Removing Guardrail End Anchor (Type 10) | | | 0060 210A000 4695.000 CYIP| 3.00000 14085.00| 4.25000 19953.75| 4.00000 18780.00 Unclassified Excavation | | | 0070 210C000 823.000 CYIP| 10.00000 8230.00| 3.00000 2469.00| 6.00000 4938.00 Muck Excavation | | | 0080 210D013 3239.000 CYIP| 7.00000 22673.00| 6.60000 21377.40| 7.75000 25102.25 Borrow Excavation (A-4(0) or Better) | | | 0090 214A000 320.000 CUYD| 7.00000 2240.00| 8.00000 2560.00| 8.00000 2560.00 Structure Excavation | | | 0100 214B001 478.000 CUYD| 30.20000 14435.60| 32.00000 15296.00| 22.00000 10516.00 Foundation Backfill, Commercial | | | 0110 230A000 2.000 RBST| 1000.00000 2000.00| 685.00000 1370.00| 650.00000 1300.00 Roadbed Processing | | | 0120 301A008 3347.000 SYCP| 5.50000 18408.50| 5.85000 19579.95| 5.60000 18743.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0130 301A012 978.000 SYCP| 8.50000 8313.00| 7.45000 7286.10| 7.10000 6943.80 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0140 305B060 30.000 TCIP| 25.00000 750.00| 31.50000 945.00| 22.00000 660.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0150 401A000 933.000 SYCP| 1.06000 988.98| 1.05000 979.65| 1.00000 933.00 Bituminous Treatment A | | | 0160 405A000 231.000 GAL | 1.06000 244.86| 1.05000 242.55| 1.00000 231.00 Tack Coat | | | 0170 424A240 264.000 TON | 72.88000 19240.32| 72.00000 19008.00| 68.75000 18150.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 08017 |(3) 20011 |RACON, INC. |H & L CONSTRUCTION, INC. |TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A243 20.000 TON | 79.50000 1590.00| 78.75000 1575.00| 75.00000 1500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0190 424A246 20.000 TON | 72.88000 1457.60| 72.00000 1440.00| 68.75000 1375.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0200 424A249 20.000 TON | 76.32000 1526.40| 75.00000 1500.00| 72.00000 1440.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0210 424B442 390.000 TON | 49.40000 19266.00| 49.00000 19110.00| 46.60000 18174.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Max Aggregate Size | | | Mix, ESAL Range C | | | 0220 424B446 20.000 TON | 79.50000 1590.00| 78.00000 1560.00| 75.00000 1500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Max | | | Aggregate Size Mix, ESAL Range C | | | 0230 424B450 20.000 TON | 76.32000 1526.40| 75.00000 1500.00| 72.00000 1440.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Max | | | Aggregate Size Mix, ESAL Range C | | | 0240 424B453 20.000 TON | 76.32000 1526.40| 75.00000 1500.00| 72.00000 1440.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0250 424C241 254.000 TON | 74.20000 18846.80| 73.50000 18669.00| 70.00000 17780.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0260 424C251 20.000 TON | 76.32000 1526.40| 75.00000 1500.00| 72.00000 1440.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2", Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0270 502A000 72050.000 LB | 0.50000 36025.00| 0.50000 36025.00| 0.44000 31702.00 Steel Reinforcement | | | 0280 524A011 362.000 CUYD| 300.00000 108600.00| 325.00000 117650.00| 260.00000 94120.00 Culvert Concrete (Cast In Place) | | | 0290 530A608 341.000 LF | 44.22000 15079.02| 65.00000 22165.00| 38.00000 12958.00 60" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 08017 |(3) 20011 |RACON, INC. |H & L CONSTRUCTION, INC. |TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 600A000 LUMP| 30300.00000 30300.00| 15000.00000 15000.00| 58500.00000 58500.00 Mobilization | | | 0310 610C001 510.000 TON | 21.37000 10898.70| 25.00000 12750.00| 19.85000 10123.50 Loose Riprap, Class 2 | | | 0320 610D000 402.000 SQYD| 1.25000 502.50| 3.00000 1206.00| 2.75000 1105.50 Filter Blanket | | | 0330 629A004 176.000 LF | 125.00000 22000.00| 135.00000 23760.00| 150.00000 26400.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0340 630C003 4.000 EACH| 1113.00000 4452.00| 900.00000 3600.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0350 630C070 4.000 EACH| 1356.80000 5427.20| 1500.00000 6000.00| 1500.00000 6000.00 Guardrail End Anchor, Type 10 Series | | | 0360 641A085 950.000 LF | 8.06000 7657.00| 7.35000 6982.50| 5.00000 4750.00 3 Inch P.V.C. Water Pipe Laid | | | 0370 641C003 2.000 EACH| 2014.00000 4028.00| 385.00000 770.00| 1000.00000 2000.00 3 Inch Gate Valves With Box | | | 0380 649A052 110.000 LF | 77.38000 8511.80| 73.50000 8085.00| 24.00000 2640.00 5 Inch Encasement Pipe, Type 2 | | | Installation | | | 0390 649A053 90.000 LF | 33.92000 3052.80| 73.50000 6615.00| 25.93000 2333.70 5 Inch Encasement Pipe, Type 1 | | | Installation | | | 0400 650A000 400.000 CYIP| 8.00000 3200.00| 1.00000 400.00| 7.00000 2800.00 Topsoil | | | 0410 650B000 130.000 CYIP| 4.00000 520.00| 6.85000 890.50| 4.00000 520.00 Topsoil From Stockpiles | | | 0420 652A054 1.000 ACRE| 535.00000 535.00| 600.00000 600.00| 1200.00000 1200.00 Seeding (Mix 2A) | | | 0430 652A056 1.000 ACRE| 562.00000 562.00| 600.00000 600.00| 1000.00000 1000.00 Seeding (Mix 2E) | | | 0440 652B053 1.000 ACRE| 430.00000 430.00| 500.00000 500.00| 600.00000 600.00 Temporary Seeding (Mix 2AT) | | | 0450 652D054 1.000 ACRE| 510.00000 510.00| 600.00000 600.00| 1000.00000 1000.00 Seeding In Stubble (Mix 2A) | | | 0460 654A001 200.000 SQYD| 3.05000 610.00| 4.00000 800.00| 5.00000 1000.00 Solid Sodding (Bermuda) | | | 0470 656A000 3.000 ACRE| 432.00000 1296.00| 600.00000 1800.00| 600.00000 1800.00 Mulching, Class A, Type 1 | | | 0480 659A000 200.000 SQYD| 1.37000 274.00| 5.00000 1000.00| 6.00000 1200.00 Erosion Control Netting, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 08017 |(3) 20011 |RACON, INC. |H & L CONSTRUCTION, INC. |TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 665F000 320.000 EACH| 5.00000 1600.00| 4.00000 1280.00| 5.00000 1600.00 Hay Bales | | | 0500 665G000 320.000 EACH| 1.50000 480.00| 4.00000 1280.00| 2.50000 800.00 Sand Bags | | | 0510 665I000 419.000 TON | 25.00000 10475.00| 35.00000 14665.00| 24.00000 10056.00 Temporary Riprap, Class 2 | | | 0520 665J000 845.000 LF | 2.30000 1943.50| 3.00000 2535.00| 3.00000 2535.00 Silt Fence, Type A | | | 0530 665K000 100.000 CUYD| 7.72000 772.00| 12.00000 1200.00| 10.00000 1000.00 Drainage Sump Excavation | | | 0540 666A001 2.000 ACRE| 35.00000 70.00| 100.00000 200.00| 25.00000 50.00 Pest Control Treatment | | | 0550 680A000 LUMP| 13700.00000 13700.00| 5000.00000 5000.00| 13500.00000 13500.00 Engineering Controls | | | 0560 701A006 1.000 MILE| 530.00000 530.00| 300.00000 300.00| 500.00000 500.00 Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0570 701A010 1.000 MILE| 530.00000 530.00| 300.00000 300.00| 500.00000 500.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0580 701A014 1.000 MILE| 530.00000 530.00| 300.00000 300.00| 500.00000 500.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0590 701C001 1.000 MILE| 530.00000 530.00| 300.00000 300.00| 500.00000 500.00 Solid Temporary Traffic Stripe | | | 0600 701D007 1.000 MILE| 1325.00000 1325.00| 300.00000 300.00| 1250.00000 1250.00 Solid Traffic Stripe Removed (Paint) | | | 0610 705A011 388.000 EACH| 5.30000 2056.40| 25.00000 9700.00| 5.00000 1940.00 Pavement Markers, Class C, Type 1-A | | | 0620 705A023 17.000 EACH| 5.30000 90.10| 25.00000 425.00| 5.00000 85.00 Pavement Markers, Class C, Type 2-D | | | 0630 705A037 11.000 EACH| 10.60000 116.60| 25.00000 275.00| 10.00000 110.00 Pavement Markers, Class A-H, Type 2-D | | | 0640 740B000 388.000 SQFT| 11.50000 4462.00| 10.00000 3880.00| 9.75000 3783.00 Construction Signs | | | 0650 740D000 50.000 EACH| 52.00000 2600.00| 50.00000 2500.00| 70.00000 3500.00 Channelizing Drums | | | 0660 740F002 12.000 EACH| 225.00000 2700.00| 200.00000 2400.00| 280.00000 3360.00 Barricades, Type III | | | 0670 740I005 6.000 EACH| 325.00000 1950.00| 150.00000 900.00| 200.00000 1200.00 Warning Lights, Type B (Detachable Head)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 18024 |(2) 08017 |(3) 20011 |RACON, INC. |H & L CONSTRUCTION, INC. |TRI COUNTY CONCRETE CONSTRUC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 740L005 22.000 EACH| 54.05000 1189.10| 75.00000 1650.00| 41.00000 902.00 Vertical Panel, Type I (Double-Sided) | | | 0690 998A000 LUMP| 0.00000 0.00| 5000.00000 5000.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To 23,500.00) | | | SECTION TOTALS | $ 486,400.98| $ 517,037.90| $ 521,614.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 486,400.98| $ 517,037.90| $ 521,614.48 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 16048 | | |WALKER PATTON 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| 20347.00000 20347.00| | Clearing & Grubbing (Approximately 2 | | | acres) | | | 0020 206A000 LUMP| 12600.00000 12600.00| | Removal Of Old Bridge Station 318+05.09 | | | 0030 206C001 314.000 SQYD| 4.25000 1334.50| | Removing Concrete Pavement | | | 0040 206E010 4.000 EACH| 550.00000 2200.00| | Removing Guardrail End Anchor (Type 2-B)| | | 0050 206E019 4.000 EACH| 387.00000 1548.00| | Removing Guardrail End Anchor (Type 10) | | | 0060 210A000 4695.000 CYIP| 4.38000 20564.10| | Unclassified Excavation | | | 0070 210C000 823.000 CYIP| 10.50000 8641.50| | Muck Excavation | | | 0080 210D013 3239.000 CYIP| 10.23000 33134.97| | Borrow Excavation (A-4(0) or Better) | | | 0090 214A000 320.000 CUYD| 8.00000 2560.00| | Structure Excavation | | | 0100 214B001 478.000 CUYD| 24.02000 11481.56| | Foundation Backfill, Commercial | | | 0110 230A000 2.000 RBST| 1400.00000 2800.00| | Roadbed Processing | | | 0120 301A008 3347.000 SYCP| 7.04000 23562.88| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0130 301A012 978.000 SYCP| 8.18000 8000.04| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0140 305B060 30.000 TCIP| 31.39000 941.70| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0150 401A000 933.000 SYCP| 1.00000 933.00| | Bituminous Treatment A | | | 0160 405A000 231.000 GAL | 1.00000 231.00| | Tack Coat | | | 0170 424A240 264.000 TON | 68.75000 18150.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -8 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 16048 | | |WALKER PATTON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 424A243 20.000 TON | 75.00000 1500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0190 424A246 20.000 TON | 68.75000 1375.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0200 424A249 20.000 TON | 72.00000 1440.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0210 424B442 390.000 TON | 46.60000 18174.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Max Aggregate Size | | | Mix, ESAL Range C | | | 0220 424B446 20.000 TON | 75.00000 1500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 1 1/2" Max | | | Aggregate Size Mix, ESAL Range C | | | 0230 424B450 20.000 TON | 72.00000 1440.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 1 1/2" Max | | | Aggregate Size Mix, ESAL Range C | | | 0240 424B453 20.000 TON | 72.00000 1440.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0250 424C241 254.000 TON | 70.00000 17780.00| | Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C | | | 0260 424C251 20.000 TON | 72.00000 1440.00| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2", Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0270 502A000 72050.000 LB | 0.79000 56919.50| | Steel Reinforcement | | | 0280 524A011 362.000 CUYD| 276.29000 100016.98| | Culvert Concrete (Cast In Place) | | | 0290 530A608 341.000 LF | 51.45000 17544.45| | 60" Roadway Pipe (14 Gauge C.S.) | | | (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -9 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 16048 | | |WALKER PATTON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 600A000 LUMP| 30956.00000 30956.00| | Mobilization | | | 0310 610C001 510.000 TON | 26.80000 13668.00| | Loose Riprap, Class 2 | | | 0320 610D000 402.000 SQYD| 2.50000 1005.00| | Filter Blanket | | | 0330 629A004 176.000 LF | 130.00000 22880.00| | Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0340 630C003 4.000 EACH| 1102.50000 4410.00| | Guardrail End Anchor, Type 13 | | | 0350 630C070 4.000 EACH| 1344.00000 5376.00| | Guardrail End Anchor, Type 10 Series | | | 0360 641A085 950.000 LF | 7.60000 7220.00| | 3 Inch P.V.C. Water Pipe Laid | | | 0370 641C003 2.000 EACH| 175.00000 350.00| | 3 Inch Gate Valves With Box | | | 0380 649A052 110.000 LF | 90.00000 9900.00| | 5 Inch Encasement Pipe, Type 2 | | | Installation | | | 0390 649A053 90.000 LF | 90.00000 8100.00| | 5 Inch Encasement Pipe, Type 1 | | | Installation | | | 0400 650A000 400.000 CYIP| 8.00000 3200.00| | Topsoil | | | 0410 650B000 130.000 CYIP| 5.00000 650.00| | Topsoil From Stockpiles | | | 0420 652A054 1.000 ACRE| 930.00000 930.00| | Seeding (Mix 2A) | | | 0430 652A056 1.000 ACRE| 930.00000 930.00| | Seeding (Mix 2E) | | | 0440 652B053 1.000 ACRE| 400.00000 400.00| | Temporary Seeding (Mix 2AT) | | | 0450 652D054 1.000 ACRE| 1100.00000 1100.00| | Seeding In Stubble (Mix 2A) | | | 0460 654A001 200.000 SQYD| 5.00000 1000.00| | Solid Sodding (Bermuda) | | | 0470 656A000 3.000 ACRE| 870.00000 2610.00| | Mulching, Class A, Type 1 | | | 0480 659A000 200.000 SQYD| 2.50000 500.00| | Erosion Control Netting, Class A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -10 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 16048 | | |WALKER PATTON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 665F000 320.000 EACH| 3.00000 960.00| | Hay Bales | | | 0500 665G000 320.000 EACH| 4.00000 1280.00| | Sand Bags | | | 0510 665I000 419.000 TON | 26.80000 11229.20| | Temporary Riprap, Class 2 | | | 0520 665J000 845.000 LF | 2.25000 1901.25| | Silt Fence, Type A | | | 0530 665K000 100.000 CUYD| 3.50000 350.00| | Drainage Sump Excavation | | | 0540 666A001 2.000 ACRE| 600.00000 1200.00| | Pest Control Treatment | | | 0550 680A000 LUMP| 9000.00000 9000.00| | Engineering Controls | | | 0560 701A006 1.000 MILE| 367.50000 367.50| | Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0570 701A010 1.000 MILE| 262.50000 262.50| | Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0580 701A014 1.000 MILE| 367.50000 367.50| | Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0590 701C001 1.000 MILE| 420.00000 420.00| | Solid Temporary Traffic Stripe | | | 0600 701D007 1.000 MILE| 840.00000 840.00| | Solid Traffic Stripe Removed (Paint) | | | 0610 705A011 388.000 EACH| 3.15000 1222.20| | Pavement Markers, Class C, Type 1-A | | | 0620 705A023 17.000 EACH| 3.15000 53.55| | Pavement Markers, Class C, Type 2-D | | | 0630 705A037 11.000 EACH| 3.15000 34.65| | Pavement Markers, Class A-H, Type 2-D | | | 0640 740B000 388.000 SQFT| 14.85000 5761.80| | Construction Signs | | | 0650 740D000 50.000 EACH| 51.75000 2587.50| | Channelizing Drums | | | 0660 740F002 12.000 EACH| 270.00000 3240.00| | Barricades, Type III | | | 0670 740I005 6.000 EACH| 118.00000 708.00| | Warning Lights, Type B (Detachable Head)| | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 034 -11 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20000526034 COUNTIES : GREENE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(4) 16048 | | |WALKER PATTON COMPANY, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0680 740L005 22.000 EACH| 37.95000 834.90| | Vertical Panel, Type I (Double-Sided) | | | 0690 998A000 LUMP| 1.00000 1.00| | Construction Fuel (Maximum Bid Limited | | | To 23,500.00) | | | SECTION TOTALS | $ 547,406.73| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 547,406.73| | ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20000526035 COUNTIES : HALE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : STPNU-3300(25) for constructing the Resurfacing and Traffic Stripe on C.R. #64 (Guinea Road) from C.R. #21 to S.R. #69, south of Moundville. Length - 1.810 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 166,780.95 100.0000% 2 01018 APAC-ALABAMA, INC. $ 168,440.01 100.9947% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20000526035 COUNTIES : HALE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 01018 | |S. T. BUNN CONSTRUCTION CO.,|APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 1500.000 GAL | 1.00000 1500.00| 1.15000 1725.00| Tack Coat | | | 0020 429A240 1310.000 TON | 33.63000 44055.30| 35.33000 46282.30| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0030 429B241 2337.000 TON | 30.00000 70110.00| 31.75000 74199.75| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0040 429B249 500.000 TON | 35.08000 17540.00| 33.60000 16800.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0050 429B253 372.000 TON | 39.35000 14638.20| 33.60000 12499.20| Improved Bituminous Concrete Binder | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0060 600A000 LUMP| 6650.00000 6650.00| 2625.00000 2625.00| Mobilization | | | 0070 665F000 60.000 EACH| 5.00000 300.00| 4.75000 285.00| Hay Bales | | | 0080 665J000 325.000 LF | 3.00000 975.00| 5.25000 1706.25| Silt Fence, Type A | | | 0090 701A004 4.000 MILE| 330.00000 1320.00| 346.50000 1386.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0100 701A008 2.000 MILE| 200.00000 400.00| 210.00000 420.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0110 701A012 3.000 MILE| 330.00000 990.00| 346.50000 1039.50| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0120 701C000 3.000 MILE| 500.00000 1500.00| 525.00000 1575.00| Broken Temporary Traffic Stripe | | | 0130 701C001 6.000 MILE| 500.00000 3000.00| 525.00000 3150.00| Solid Temporary Traffic Stripe | | | 0140 703A000 24.000 SQFT| 1.30000 31.20| 1.37000 32.88| Traffic Control Markings, Class 1, Type | | | A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20000526035 COUNTIES : HALE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |(1) 02033 |(2) 01018 | |S. T. BUNN CONSTRUCTION CO.,|APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 705A032 75.000 EACH| 5.00000 375.00| 5.25000 393.75| Pavement Markers, Class A-H, Type 1-B | | | 0160 705A037 165.000 EACH| 5.25000 866.25| 5.50000 907.50| Pavement Markers, Class A-H, Type 2-D | | | 0170 740B000 228.000 SQFT| 10.00000 2280.00| 9.46000 2156.88| Construction Signs | | | 0180 740O000 1.000 EACH| 250.00000 250.00| 1255.00000 1255.00| Pilot Car | | | 0190 998A000 LUMP| 0.00000 0.00| 1.00000 1.00| Construction Fuel (Maximum Bid Limited | | | To 8000.00) | | | SECTION TOTALS | $ 166,780.95| $ 168,440.01| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 166,780.95| $ 168,440.01| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20000526036 COUNTIES : HOUSTON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 220 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : BRZ-3500(21) for constructing the Bridge Replacements (Precast) at BR-3505(102) various locations in Houston County as indicated on the BRZ-3500(22 ) plans. Length 0.133 mi. OTHERS SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 06001 F & W CONSTRUCTION COMPANY, INC. $ 1,286,868.50 100.0000% 2 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 1,321,186.00 102.6667% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 1,323,631.50 102.8567% 4 13021 MURPHREE BRIDGE CORPORATION $ 1,440,800.00 111.9617% 5 14008 NEWELL & BUSH, INC. $ 1,882,235.40 146.2647% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000526036 COUNTIES : HOUSTON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 06001 |(2) 14005 |(3) 03001 |F & W CONSTRUCTION CO., INC.|G. W. NORRELL CONTRACTING CO|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 50000.00000 50000.00| 15000.00000 15000.00| 60000.00000 60000.00 Removal Of Old Bridge Station 6+97.90 | | | 0020 206A001 LUMP| 50000.00000 50000.00| 15000.00000 15000.00| 10000.00000 10000.00 Removal Of Old Bridge Station 5+24.93 | | | 0030 206A002 LUMP| 50000.00000 50000.00| 15000.00000 15000.00| 40000.00000 40000.00 Removal Of Old Bridge Station 5+00.00 | | | 0040 206A003 LUMP| 50000.00000 50000.00| 15000.00000 15000.00| 10000.00000 10000.00 Removal Of Old Bridge Station 5+00.00 | | | 0050 206A005 LUMP| 30000.00000 30000.00| 15000.00000 15000.00| 35000.00000 35000.00 Removal Of Old Bridge Station 5+00 | | | 0060 210A000 775.000 CYIP| 10.00000 7750.00| 5.00000 3875.00| 3.00000 2325.00 Unclassified Excavation | | | 0070 502A000 891.000 LB | 1.00000 891.00| 1.00000 891.00| 0.50000 445.50 Steel Reinforcement | | | 0080 505C002 10130.000 LF | 14.00000 141820.00| 23.00000 232990.00| 20.00000 202600.00 Steel Piling (HP 12x53) | | | 0090 505C008 825.000 LF | 19.50000 16087.50| 30.00000 24750.00| 27.00000 22275.00 Steel Piling (HP 12 x 74) | | | 0100 507A000 10.000 EACH| 2000.00000 20000.00| 2100.00000 21000.00| 1750.00000 17500.00 Wire Rope Abutment Anchor Assembly | | | 0110 510A000 111.000 CUYD| 500.00000 55500.00| 300.00000 33300.00| 400.00000 44400.00 Bridge Substructure Concrete, Class A | | | 0120 512A014 8.000 EACH| 2000.00000 16000.00| 2700.00000 21600.00| 2400.00000 19200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512A015 2.000 EACH| 2000.00000 4000.00| 2900.00000 5800.00| 2650.00000 5300.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0140 512B004 12.000 EACH| 2000.00000 24000.00| 2600.00000 31200.00| 2700.00000 32400.00 Precast Concrete Intermediate Bent Caps,| | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512B010 4.000 EACH| 2000.00000 8000.00| 2800.00000 11200.00| 2600.00000 10400.00 Precast Concrete Intermediate Bent Caps,| | | 2'-0" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long (Modified) | | | 0160 512C004 126.000 EACH| 2000.00000 252000.00| 2500.00000 315000.00| 2300.00000 289800.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000526036 COUNTIES : HOUSTON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(1) 06001 |(2) 14005 |(3) 03001 |F & W CONSTRUCTION CO., INC.|G. W. NORRELL CONTRACTING CO|CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 512C007 42.000 EACH| 2200.00000 92400.00| 2700.00000 113400.00| 2500.00000 105000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0180 512D002 18.000 EACH| 2200.00000 39600.00| 2900.00000 52200.00| 2550.00000 45900.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0190 512D005 24.000 EACH| 2200.00000 52800.00| 2900.00000 69600.00| 2550.00000 61200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0200 512E001 24.000 EACH| 450.00000 10800.00| 450.00000 10800.00| 350.00000 8400.00 Precast Concrete Abutment Panels, Type | | | A2 | | | 0210 512E002 68.000 EACH| 500.00000 34000.00| 500.00000 34000.00| 400.00000 27200.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0220 512F001 12.000 EACH| 550.00000 6600.00| 600.00000 7200.00| 500.00000 6000.00 Precast Concrete Wing Panels, Type W2 | | | 0230 512F002 34.000 EACH| 550.00000 18700.00| 700.00000 23800.00| 550.00000 18700.00 Precast Concrete Wing Panels, Type W3 | | | 0240 512G000 20.000 EACH| 550.00000 11000.00| 600.00000 12000.00| 475.00000 9500.00 Precast Concrete Abutment Wing Cap Panel| | | 0250 600A000 LUMP| 125000.00000 125000.00| 60000.00000 60000.00| 100000.00000 100000.00 Mobilization | | | 0260 610C001 2104.000 TON | 20.00000 42080.00| 35.00000 73640.00| 28.00000 58912.00 Loose Riprap, Class 2 | | | 0270 610D003 1658.000 SQYD| 5.00000 8290.00| 5.00000 8290.00| 3.00000 4974.00 Filter Blanket, Geotextile | | | 0280 630C003 20.000 EACH| 1250.00000 25000.00| 1000.00000 20000.00| 1000.00000 20000.00 Guardrail End Anchor, Type 13 | | | 0290 630C070 20.000 EACH| 1500.00000 30000.00| 1450.00000 29000.00| 1450.00000 29000.00 Guardrail End Anchor, Type 10 Series | | | 0300 665F000 250.000 EACH| 5.00000 1250.00| 3.00000 750.00| 4.00000 1000.00 Hay Bales | | | 0310 665J000 3300.000 LF | 1.00000 3300.00| 3.00000 9900.00| 4.00000 13200.00 Silt Fence, Type A | | | 0320 680A000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 5000.00000 5000.00 Engineering Controls | | | 0330 998A000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 8000.00000 8000.00 Construction Fuel (Maximum Bid Limited | | | To 30,500.00) | | | SECTION TOTALS | $ 1,286,868.50| $ 1,321,186.00| $ 1,323,631.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,286,868.50| $ 1,321,186.00| $ 1,323,631.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 036 -4 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000526036 COUNTIES : HOUSTON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 13021 |(5) 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 206A000 LUMP| 18000.00000 18000.00| 30000.00000 30000.00| Removal Of Old Bridge Station 6+97.90 | | | 0020 206A001 LUMP| 4000.00000 4000.00| 8000.00000 8000.00| Removal Of Old Bridge Station 5+24.93 | | | 0030 206A002 LUMP| 14000.00000 14000.00| 25000.00000 25000.00| Removal Of Old Bridge Station 5+00.00 | | | 0040 206A003 LUMP| 4000.00000 4000.00| 7000.00000 7000.00| Removal Of Old Bridge Station 5+00.00 | | | 0050 206A005 LUMP| 10000.00000 10000.00| 22000.00000 22000.00| Removal Of Old Bridge Station 5+00 | | | 0060 210A000 775.000 CYIP| 1.50000 1162.50| 15.00000 11625.00| Unclassified Excavation | | | 0070 502A000 891.000 LB | 0.80000 712.80| 1.40000 1247.40| Steel Reinforcement | | | 0080 505C002 10130.000 LF | 22.50000 227925.00| 31.00000 314030.00| Steel Piling (HP 12x53) | | | 0090 505C008 825.000 LF | 27.00000 22275.00| 46.00000 37950.00| Steel Piling (HP 12 x 74) | | | 0100 507A000 10.000 EACH| 2500.00000 25000.00| 2650.00000 26500.00| Wire Rope Abutment Anchor Assembly | | | 0110 510A000 111.000 CUYD| 350.00000 38850.00| 410.00000 45510.00| Bridge Substructure Concrete, Class A | | | 0120 512A014 8.000 EACH| 2325.00000 18600.00| 4270.00000 34160.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0130 512A015 2.000 EACH| 2500.00000 5000.00| 4270.00000 8540.00| Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0140 512B004 12.000 EACH| 2920.00000 35040.00| 4145.00000 49740.00| Precast Concrete Intermediate Bent Caps,| | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512B010 4.000 EACH| 3500.00000 14000.00| 4540.00000 18160.00| Precast Concrete Intermediate Bent Caps,| | | 2'-0" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long (Modified) | | | 0160 512C004 126.000 EACH| 2900.00000 365400.00| 3425.00000 431550.00| Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 036 -5 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20000526036 COUNTIES : HOUSTON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |(4) 13021 |(5) 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 512C007 42.000 EACH| 3225.00000 135450.00| 3870.00000 162540.00| Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0180 512D002 18.000 EACH| 3270.00000 58860.00| 3715.00000 66870.00| Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0190 512D005 24.000 EACH| 3270.00000 78480.00| 3720.00000 89280.00| Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0200 512E001 24.000 EACH| 335.00000 8040.00| 595.00000 14280.00| Precast Concrete Abutment Panels, Type | | | A2 | | | 0210 512E002 68.000 EACH| 395.00000 26860.00| 560.00000 38080.00| Precast Concrete Abutment Panels, Type | | | A3 | | | 0220 512F001 12.000 EACH| 560.00000 6720.00| 945.00000 11340.00| Precast Concrete Wing Panels, Type W2 | | | 0230 512F002 34.000 EACH| 725.00000 24650.00| 805.00000 27370.00| Precast Concrete Wing Panels, Type W3 | | | 0240 512G000 20.000 EACH| 525.00000 10500.00| 815.00000 16300.00| Precast Concrete Abutment Wing Cap Panel| | | 0250 600A000 LUMP| 138771.00000 138771.00| 125000.00000 125000.00| Mobilization | | | 0260 610C001 2104.000 TON | 26.00000 54704.00| 38.00000 79952.00| Loose Riprap, Class 2 | | | 0270 610D003 1658.000 SQYD| 2.00000 3316.00| 4.50000 7461.00| Filter Blanket, Geotextile | | | 0280 630C003 20.000 EACH| 1000.00000 20000.00| 2160.00000 43200.00| Guardrail End Anchor, Type 13 | | | 0290 630C070 20.000 EACH| 1450.00000 29000.00| 2660.00000 53200.00| Guardrail End Anchor, Type 10 Series | | | 0300 665F000 250.000 EACH| 5.00000 1250.00| 11.00000 2750.00| Hay Bales | | | 0310 665J000 3300.000 LF | 3.00000 9900.00| 7.00000 23100.00| Silt Fence, Type A | | | 0320 680A000 LUMP| 20333.70000 20333.70| 20000.00000 20000.00| Engineering Controls | | | 0330 998A000 LUMP| 10000.00000 10000.00| 30500.00000 30500.00| Construction Fuel (Maximum Bid Limited | | | To 30,500.00) | | | SECTION TOTALS | $ 1,440,800.00| $ 1,882,235.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,440,800.00| $ 1,882,235.40| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20000526038 COUNTIES : SUMTER LETTING DATE : 05/26/00 10:00 AM DISTRICT : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPSA-6000(9) for constructing the Guardrail Installations at various sites in Sumter County as indicated on the plans. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01029 ATWOOD FENCE COMPANY, INC. $ 133,488.00 100.0000% 2 01010 ALABAMA GUARDRAIL, INC. $ 139,152.00 104.2430% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20000526038 COUNTIES : SUMTER LETTING DATE : 05/26/00 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |(1) 01029 |(2) 01010 | |ATWOOD FENCE COMPANY, INC. |ALABAMA GUARDRAIL, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 2992.000 LF | 1.00000 2992.00| 2.00000 5984.00| Removing Guardrail | | | 0020 600A000 LUMP| 3500.00000 3500.00| 3500.00000 3500.00| Mobilization | | | 0030 630A004 2992.000 LF | 22.00000 65824.00| 16.50000 49368.00| Steel Beam Guardrail, Class B, Type 2 | | | 0040 630C022 24.000 EACH| 1100.00000 26400.00| 1950.00000 46800.00| Guardrail End Anchor, Type Special | | | 0050 630C070 24.000 EACH| 1350.00000 32400.00| 1285.00000 30840.00| Guardrail End Anchor, Type 10 Series | | | 0060 740B000 144.000 SQFT| 13.00000 1872.00| 15.00000 2160.00| Construction Signs | | | 0070 998A000 LUMP| 500.00000 500.00| 500.00000 500.00| Construction Fuel (Maximum Bid Limited | | | To 3000.00) | | | SECTION TOTALS | $ 133,488.00| $ 139,152.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 133,488.00| $ 139,152.00| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20000526040 COUNTIES : MADISON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : HUNTSVILLE PROJECT(S) : MG-8529 (1) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#53 from S.R.#1 (U.S.#231/431) to 14th Street in Huntsville. Length 1.506 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 574,575.52 100.0000% 2 19010 SHELBY CONTRACTING COMPANY, INC. $ 637,798.03 111.0033% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20000526040 COUNTIES : MADISON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 19010 | |APAC-ALABAMA, INC. |SHELBY CONTRACTING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 2094.000 GAL | 1.48000 3099.12| 2.00000 4188.00| Tack Coat | | | 0020 408A052 69808.000 SY | 1.32000 92146.56| 1.31300 91657.90| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 408A053 2500.000 SQYD| 2.70000 6750.00| 2.27000 5675.00| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0040 429A261 5759.000 TON | 47.35000 272688.65| 44.80000 258003.20| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0050 429B265 25.000 TON | 61.48000 1537.00| 100.00000 2500.00| Improved Bituminous Concrete Binder | | | Layer, Patching, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0060 429B269 375.000 TON | 41.30000 15487.50| 40.80000 15300.00| Improved Bituminous Concrete Binder | | | Layer, Leveling, 1" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0070 600A000 LUMP| 26330.55000 26330.55| 32089.72000 32089.72| Mobilization | | | 0080 701C000 21.000 MILE| 408.16000 8571.36| 420.00000 8820.00| Broken Temporary Traffic Stripe | | | 0090 701C001 6.000 MILE| 459.18000 2755.08| 470.00000 2820.00| Solid Temporary Traffic Stripe | | | 0100 701G121 972.000 LF | 3.06000 2974.32| 4.15000 4033.80| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0110 701G125 486.000 LF | 4.08000 1982.88| 5.20000 2527.20| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0120 701G133 486.000 LF | 4.08000 1982.88| 5.20000 2527.20| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0130 701H001 972.000 LF | 0.51000 495.72| 0.57000 554.04| Solid Traffic Stripe Removed (Plastic) | | | 0140 701H006 972.000 LF | 0.41000 398.52| 0.46000 447.12| Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20000526040 COUNTIES : MADISON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 19010 | |APAC-ALABAMA, INC. |SHELBY CONTRACTING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 702A007 2.000 MILE| 1887.76000 3775.52| 2320.00000 4640.00| Broken Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0160 702A008 2.000 MILE| 3928.57000 7857.14| 3990.00000 7980.00| Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0170 702A009 2.000 MILE| 3928.57000 7857.14| 3990.00000 7980.00| Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0180 702A010 9.000 MILE| 1887.76000 16989.84| 2320.00000 20880.00| Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0190 702B001 5520.000 LF | 1.53000 8445.60| 1.65000 9108.00| Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0200 703A002 9329.000 SQFT| 2.14000 19964.06| 2.32000 21643.28| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 2221.000 SQFT| 3.06000 6796.26| 3.17000 7040.57| Traffic Control Legends, Class 2, Type A| | | 0220 705A030 191.000 EACH| 5.10000 974.10| 5.20000 993.20| Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 1004.000 EACH| 5.10000 5120.40| 5.20000 5220.80| Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 192.000 EACH| 5.10000 979.20| 5.20000 998.40| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 192.000 EACH| 5.10000 979.20| 5.20000 998.40| Pavement Markers, Class A-H, Type 2-D | | | 0260 730H000 7310.000 LF | 2.50000 18275.00| 4.42000 32310.20| Loop Detector | | | 0270 730I000 11800.000 LF | 1.53000 18054.00| 4.42000 52156.00| Shielded Loop Detector Home-Run Cable | | | 0280 730K000 12.000 EACH| 280.61000 3367.32| 200.00000 2400.00| Traffic Signal Junction Box | | | 0290 740B000 657.000 SQFT| 8.16000 5361.12| 15.00000 9855.00| Construction Signs | | | 0300 740E000 450.000 EACH| 18.01000 8104.50| 15.00000 6750.00| Cones (36 Inches High) | | | 0310 740M000 450.000 EACH| 4.50000 2025.00| 6.00000 2700.00| Weight For Cone | | | 0320 741C010 2.000 EACH| 1224.49000 2448.98| 6500.00000 13000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20000526040 COUNTIES : MADISON LETTING DATE : 05/26/00 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |(1) 01018 |(2) 19010 | |APAC-ALABAMA, INC. |SHELBY CONTRACTING COMPANY, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 998A000 LUMP| 1.00000 1.00| 1.00000 1.00| Construction Fuel (Maximum Bid Limited | | | To 24,000.00) | | | SECTION TOTALS | $ 574,575.52| $ 637,798.03| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 574,575.52| $ 637,798.03| ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -1 VENDOR RANKING CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 01/10/01 COMPLETION DATE CONTRACT DESCRIPTION : MOBILE PROJECT(S) : ST-049-888-007 for constructing the Grade, Drain, Base, Bridge, and Signing on Ipsco Road from Ipsco Steel Plant Entrance to the Alabama State Docks, north of Creola. Length - 1.887 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 4,028,281.17 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 4,244,101.65 105.3576% 3 13053 MCINNIS CORPORATION $ 4,286,900.01 106.4200% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 4,607,084.29 114.3684% 5 23056 JOHN G. WALTON CONSTRUCTION COMPANY, INC. $ 4,610,459.79 114.4522% 6 23029 J. S. WALTON & COMPANY, INC. $ 4,639,371.69 115.1700% 7 20045 TAYLOR SERVICES, INC. $ 4,861,686.38 120.6888% 8 16035 PACO, INC. $ 5,026,951.00 124.7914% 9 19058 S J & L, INC. $ 5,069,840.16 125.8561% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -2 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 03001 |(3) 13053 |HOSEA O. WEAVER & SONS, INC.|CLARK CONSTRUCTION CO., INC.|MCINNIS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 25500.00000 25500.00| 130000.00000 130000.00| 149984.00000 149984.00 Clearing & Grubbing (Approximately 46 | | | acres) | | | 0020 206D000 653.000 LF | 4.92000 3212.76| 10.00000 6530.00| 4.92000 3212.76 Removing Pipe | | | 0030 210A000 79661.000 CYIP| 2.77000 220660.97| 2.95000 234999.95| 2.78000 221457.58 Unclassified Excavation | | | 0040 210D012 47842.000 CYIP| 5.78000 276526.76| 6.85000 327717.70| 5.91000 282746.22 Borrow Excavation (A2-4(0) or A-4(0) | | | 0050 210E000 752.000 CYIP| 5.78000 4346.56| 6.85000 5151.20| 5.91000 4444.32 Borrow Excavation (Underwater Backfill) | | | 0060 214A000 2334.000 CUYD| 5.46000 12743.64| 6.10000 14237.40| 5.08000 11856.72 Structure Excavation | | | 0070 214B000 448.000 CUYD| 5.75000 2576.00| 15.00000 6720.00| 5.19000 2325.12 Foundation Backfill, Local | | | 0080 214B001 207.000 CUYD| 30.93000 6402.51| 35.00000 7245.00| 41.24000 8536.68 Foundation Backfill, Commercial | | | 0090 230A000 95.000 RBST| 150.28000 14276.60| 175.00000 16625.00| 168.80000 16036.00 Roadbed Processing | | | 0100 301A012 78655.000 SYCP| 6.80000 534854.00| 6.15000 483728.25| 6.83000 537213.65 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 430B009 4624.000 TNCP| 20.30000 93867.20| 31.00000 143344.00| 21.26000 98306.24 Aggregate Surfacing (AHD #357) | | | 0120 430B040 71.000 TCIP| 20.71000 1470.41| 24.00000 1704.00| 21.68000 1539.28 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0130 502A000 439162.000 LB | 0.50000 219581.00| 0.45000 197622.90| 0.62000 272280.44 Steel Reinforcement | | | 0140 502B000 LUMP| 93000.00000 93000.00| 120000.00000 120000.00| 123000.00000 123000.00 Steel Reinforcement For Bridge | | | Superstructure STA. 134+75.25, APPROX. | | | 190400 LBS. | | | 0150 505A015 1.000 EACH| 5000.00000 5000.00| 8000.00000 8000.00| 3500.00000 3500.00 Concrete Test Piles (14 Inches Square) | | | 0160 505B075 1.000 EACH| 3500.00000 3500.00| 1500.00000 1500.00| 6000.00000 6000.00 Dynamic Loading Tests (14 Inches Square)| | | 0170 505C015 1150.000 LF | 33.00000 37950.00| 28.00000 32200.00| 32.00000 36800.00 Concrete Piling (14 Inches Square) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -3 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 03001 |(3) 13053 |HOSEA O. WEAVER & SONS, INC.|CLARK CONSTRUCTION CO., INC.|MCINNIS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 506A001 1050.000 LF | 400.00000 420000.00| 190.00000 199500.00| 334.00000 350700.00 Drilled Shaft Excavation, 6'-0" Diameter| | | 0190 506C026 1050.000 LF | 235.00000 246750.00| 190.00000 199500.00| 151.58000 159159.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS2 Concrete | | | 0200 506F002 1050.000 LF | 0.00000 0.00| 100.00000 105000.00| 0.00000 0.00 Permanent Drilled Shaft Casing, 6'-0" | | | Diameter | | | 0210 506G006 10.000 EACH| 5800.00000 58000.00| 1000.00000 10000.00| 5300.00000 53000.00 Crosshole Sonic Logging, 6'-0" Diameter | | | 0220 508A000 10390.000 LB | 2.00000 20780.00| 2.50000 25975.00| 2.75000 28572.50 Structural Steel | | | 0230 510A000 298.000 CUYD| 325.00000 96850.00| 400.00000 119200.00| 390.00000 116220.00 Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 290000.00000 290000.00| 275000.00000 275000.00| 374500.00000 374500.00 Bridge Concrete Superstructure, STA. | | | 134+72.25, APPROX. 749 CU. YD. | | | 0250 510E000 1525.000 SQYD| 2.65000 4041.25| 2.25000 3431.25| 3.15000 4803.75 Grooving Concrete Bridge Decks | | | 0260 511A001 120.000 EACH| 95.00000 11400.00| 75.00000 9000.00| 130.00000 15600.00 Elastomeric Bearings, Type 2 | | | 0270 513B003 794.000 LF | 51.00000 40494.00| 50.00000 39700.00| 60.00000 47640.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0280 513B015 4080.000 LF | 91.00000 371280.00| 95.00000 387600.00| 112.00000 456960.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0290 524A011 275.000 CUYD| 427.82000 117650.50| 500.00000 137500.00| 463.91000 127575.25 Culvert Concrete (Cast In Place) | | | 0300 527H000 LUMP| 54122.25000 54122.25| 85000.00000 85000.00| 61854.00000 61854.00 Sheeting and Shoring, STA. 112+87 | | | 0310 530A001 133.000 LF | 21.90000 2912.70| 24.00000 3192.00| 22.61000 3007.13 18" Roadway Pipe (Class 3 R.C.) | | | 0320 530A003 81.000 LF | 41.88000 3392.28| 41.00000 3321.00| 43.49000 3522.69 30" Roadway Pipe (Class 3 R.C.) | | | 0330 530A005 110.000 LF | 76.14000 8375.40| 52.00000 5720.00| 79.36000 8729.60 42" Roadway Pipe (Class 3 R.C.) | | | 0340 530B005 189.000 LF | 77.81000 14706.09| 96.00000 18144.00| 81.11000 15329.79 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0350 535A001 180.000 LF | 20.94000 3769.20| 20.00000 3600.00| 21.66000 3898.80 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -4 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 03001 |(3) 13053 |HOSEA O. WEAVER & SONS, INC.|CLARK CONSTRUCTION CO., INC.|MCINNIS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 535A002 40.000 LF | 30.06000 1202.40| 26.00000 1040.00| 31.20000 1248.00 24" Side Drain Pipe | | | 0370 600A000 LUMP| 349385.00000 349385.00| 400000.00000 400000.00| 261961.50000 261961.50 Mobilization | | | 0380 602A000 9.000 EACH| 165.23000 1487.07| 100.00000 900.00| 169.29000 1523.61 Right Of Way Markers | | | 0390 606A019 1050.000 LF | 6.05000 6352.50| 7.00000 7350.00| 6.22000 6531.00 6" Underdrain Pipe Type 9 (Schedule 40) | | | 0400 610C001 2270.000 TON | 29.72000 67464.40| 30.00000 68100.00| 30.74000 69779.80 Loose Riprap, Class 2 | | | 0410 610D003 1579.000 SQYD| 1.91000 3015.89| 2.50000 3947.50| 1.96000 3094.84 Filter Blanket, Geotextile | | | 0420 619A002 1.000 EACH| 329.89000 329.89| 450.00000 450.00| 412.36000 412.36 18" Roadway Pipe End Treatment, Class 1 | | | 0430 619A004 2.000 EACH| 463.91000 927.82| 750.00000 1500.00| 686.58000 1373.16 30" Roadway Pipe End Treatment, Class 1 | | | 0440 619A056 2.000 EACH| 773.18000 1546.36| 1500.00000 3000.00| 1443.26000 2886.52 42" Roadway Pipe End Treatment, Class 2 | | | 0450 619A101 6.000 EACH| 329.89000 1979.34| 500.00000 3000.00| 463.91000 2783.46 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 619A102 2.000 EACH| 412.36000 824.72| 650.00000 1300.00| 567.00000 1134.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 619B070 2.000 EACH| 773.18000 1546.36| 2000.00000 4000.00| 1804.08000 3608.16 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0480 621C027 1.000 EACH| 2396.84000 2396.84| 2000.00000 2000.00| 1649.44000 1649.44 Inlets, Type C | | | 0490 621D002 2.000 EACH| 360.82000 721.64| 400.00000 800.00| 329.89000 659.78 Inlet Units, Type C | | | 0500 629A005 20.000 LF | 149.48000 2989.60| 50.00000 1000.00| 149.48000 2989.60 Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | 0510 629C001 2.000 EACH| 4123.60000 8247.20| 2000.00000 4000.00| 4123.60000 8247.20 Concrete Median Or Safety Barrier End | | | Section, (Type TES Modified) | | | 0520 630A000 100.000 LF | 15.98000 1598.00| 15.50000 1550.00| 15.98000 1598.00 Steel Beam Guardrail, Class A, Type 1 | | | 0530 630C003 2.000 EACH| 1133.99000 2267.98| 1100.00000 2200.00| 1133.99000 2267.98 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -5 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 03001 |(3) 13053 |HOSEA O. WEAVER & SONS, INC.|CLARK CONSTRUCTION CO., INC.|MCINNIS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 630C070 2.000 EACH| 1675.22000 3350.44| 1625.00000 3250.00| 1675.22000 3350.44 Guardrail End Anchor, Type 10 Series | | | 0550 634E005 490.000 LF | 32.00000 15680.00| 20.00000 9800.00| 16.50000 8085.00 Industrial Fence, 4 Feet High, Special | | | Mounting | | | 0560 650A000 20450.000 CYIP| 3.83000 78323.50| 9.85000 201432.50| 5.94000 121473.00 Topsoil | | | 0570 652A057 17.000 ACRE| 515.45000 8762.65| 495.00000 8415.00| 510.30000 8675.10 Seeding (Mix 3A) | | | 0580 652A061 29.000 ACRE| 515.45000 14948.05| 495.00000 14355.00| 510.30000 14798.70 Seeding (Mix 3E) | | | 0590 652D057 46.000 ACRE| 25.77000 1185.42| 85.00000 3910.00| 25.77000 1185.42 Seeding In Stubble (Mix 3A) | | | 0600 654A000 567.000 SQYD| 3.09000 1752.03| 4.00000 2268.00| 4.12000 2336.04 Solid Sodding | | | 0610 656A000 46.000 ACRE| 515.45000 23710.70| 495.00000 22770.00| 499.99000 22999.54 Mulching, Class A, Type 1 | | | 0620 665A000 36.000 ACRE| 103.09000 3711.24| 100.00000 3600.00| 103.09000 3711.24 Temporary Seeding | | | 0630 665B000 36.000 ACRE| 128.86000 4638.96| 50.00000 1800.00| 51.55000 1855.80 Temporary Mulching | | | 0640 665F000 432.000 EACH| 5.69000 2458.08| 5.00000 2160.00| 5.83000 2518.56 Hay Bales | | | 0650 665I000 42.000 TON | 26.65000 1119.30| 30.00000 1260.00| 27.08000 1137.36 Temporary Riprap, Class 2 | | | 0660 665J000 10000.000 LF | 3.19000 31900.00| 3.85000 38500.00| 3.64000 36400.00 Silt Fence, Type A | | | 0670 665K000 16.000 CUYD| 7.62000 121.92| 50.00000 800.00| 7.62000 121.92 Drainage Sump Excavation | | | 0680 665L000 1194.000 LF | 12.44000 14853.36| 10.00000 11940.00| 12.98000 15498.12 Floating Basin Boom | | | 0690 666A001 31.000 ACRE| 30.93000 958.83| 5.00000 155.00| 30.93000 958.83 Pest Control Treatment | | | 0700 680A000 LUMP| 29125.00000 29125.00| 15000.00000 15000.00| 19125.00000 19125.00 Engineering Controls | | | 0710 710A120 65.000 SQFT| 14.95000 971.75| 25.00000 1625.00| 14.95000 971.75 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thickness (Type III Or Type IV | | | Background) | | | 0720 710B001 135.000 LF | 6.96000 939.60| 3.00000 405.00| 6.96000 939.60 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -6 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23011 |(2) 03001 |(3) 13053 |HOSEA O. WEAVER & SONS, INC.|CLARK CONSTRUCTION CO., INC.|MCINNIS CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 726C000 200.000 LF | 25.77000 5154.00| 15.00000 3000.00| 25.77000 5154.00 State Furnished Portable Concrete | | | Safety Barriers | | | 0740 740B000 229.000 SQFT| 9.00000 2061.00| 15.00000 3435.00| 12.86000 2944.94 Construction Signs | | | 0750 740E000 25.000 EACH| 12.15000 303.75| 20.00000 500.00| 12.73000 318.25 Cones (36 Inches High) | | | 0760 740F002 21.000 EACH| 245.75000 5160.75| 350.00000 7350.00| 255.39000 5363.19 Barricades, Type III | | | 0770 740I005 7.000 EACH| 274.00000 1918.00| 275.00000 1925.00| 287.04000 2009.28 Warning Lights, Type B (Detachable Head)| | | 0780 740M000 25.000 EACH| 7.67000 191.75| 8.00000 200.00| 8.04000 201.00 Weight For Cone | | | 0790 740Q000 200.000 LF | 3.53000 706.00| 2.00000 400.00| 3.54000 708.00 Construction Safety Fence | | | 0800 998A000 LUMP| 0.00000 0.00| 10000.00000 10000.00| 20000.00000 20000.00 Construction Fuel (Maximum Bid Limited | | | To 166,000.00) | | | SECTION TOTALS | $ 4,028,281.17| $ 4,244,101.65| $ 4,286,900.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,028,281.17| $ 4,244,101.65| $ 4,286,900.01 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -7 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 01007 |(5) 23056 |(6) 23029 |ALABAMA BRIDGE BUILDERS, INC|JOHN G. WALTON CONSTRUCTION |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 316000.00000 316000.00| 120231.00000 120231.00| 30188.80000 30188.80 Clearing & Grubbing (Approximately 46 | | | acres) | | | 0020 206D000 653.000 LF | 5.25000 3428.25| 3.34000 2181.02| 5.05000 3297.65 Removing Pipe | | | 0030 210A000 79661.000 CYIP| 3.00000 238983.00| 4.26000 339355.86| 3.46000 275627.06 Unclassified Excavation | | | 0040 210D012 47842.000 CYIP| 6.00000 287052.00| 7.74000 370297.08| 6.84000 327239.28 Borrow Excavation (A2-4(0) or A-4(0) | | | 0050 210E000 752.000 CYIP| 6.25000 4700.00| 7.74000 5820.48| 8.56000 6437.12 Borrow Excavation (Underwater Backfill) | | | 0060 214A000 2334.000 CUYD| 5.50000 12837.00| 6.07000 14167.38| 4.08000 9522.72 Structure Excavation | | | 0070 214B000 448.000 CUYD| 5.50000 2464.00| 10.50000 4704.00| 7.93000 3552.64 Foundation Backfill, Local | | | 0080 214B001 207.000 CUYD| 44.00000 9108.00| 33.39000 6911.73| 38.93000 8058.51 Foundation Backfill, Commercial | | | 0090 230A000 95.000 RBST| 180.00000 17100.00| 143.07000 13591.65| 121.42000 11534.90 Roadbed Processing | | | 0100 301A012 78655.000 SYCP| 7.25000 570248.75| 6.94000 545865.70| 6.26000 492380.30 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 430B009 4624.000 TNCP| 22.50000 104040.00| 21.35000 98722.40| 19.54000 90352.96 Aggregate Surfacing (AHD #357) | | | 0120 430B040 71.000 TCIP| 23.00000 1633.00| 27.17000 1929.07| 19.09000 1355.39 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0130 502A000 439162.000 LB | 0.52000 228364.24| 0.53000 232755.86| 0.67000 294238.54 Steel Reinforcement | | | 0140 502B000 LUMP| 90000.00000 90000.00| 103509.00000 103509.00| 136776.00000 136776.00 Steel Reinforcement For Bridge | | | Superstructure STA. 134+75.25, APPROX. | | | 190400 LBS. | | | 0150 505A015 1.000 EACH| 3750.00000 3750.00| 5565.00000 5565.00| 3892.00000 3892.00 Concrete Test Piles (14 Inches Square) | | | 0160 505B075 1.000 EACH| 106.50000 106.50| 3895.50000 3895.50| 6672.00000 6672.00 Dynamic Loading Tests (14 Inches Square)| | | 0170 505C015 1150.000 LF | 20.25000 23287.50| 36.73000 42239.50| 35.58000 40917.00 Concrete Piling (14 Inches Square) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -8 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 01007 |(5) 23056 |(6) 23029 |ALABAMA BRIDGE BUILDERS, INC|JOHN G. WALTON CONSTRUCTION |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 506A001 1050.000 LF | 118.00000 123900.00| 445.20000 467460.00| 371.41000 389980.50 Drilled Shaft Excavation, 6'-0" Diameter| | | 0190 506C026 1050.000 LF | 192.00000 201600.00| 261.56000 274638.00| 168.56000 176988.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS2 Concrete | | | 0200 506F002 1050.000 LF | 255.00000 267750.00| 0.00000 0.00| 0.00000 0.00 Permanent Drilled Shaft Casing, 6'-0" | | | Diameter | | | 0210 506G006 10.000 EACH| 4050.00000 40500.00| 6455.40000 64554.00| 5893.60000 58936.00 Crosshole Sonic Logging, 6'-0" Diameter | | | 0220 508A000 10390.000 LB | 2.55000 26494.50| 2.23000 23169.70| 3.06000 31793.40 Structural Steel | | | 0230 510A000 298.000 CUYD| 340.00000 101320.00| 361.73000 107795.54| 433.68000 129236.64 Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 237000.00000 237000.00| 322770.00000 322770.00| 416444.00000 416444.00 Bridge Concrete Superstructure, STA. | | | 134+72.25, APPROX. 749 CU. YD. | | | 0250 510E000 1525.000 SQYD| 2.50000 3812.50| 2.95000 4498.75| 3.50000 5337.50 Grooving Concrete Bridge Decks | | | 0260 511A001 120.000 EACH| 120.00000 14400.00| 105.74000 12688.80| 144.56000 17347.20 Elastomeric Bearings, Type 2 | | | 0270 513B003 794.000 LF | 70.00000 55580.00| 56.76000 45067.44| 66.72000 52975.68 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0280 513B015 4080.000 LF | 125.00000 510000.00| 101.28000 413222.40| 116.76000 476380.80 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0290 524A011 275.000 CUYD| 493.50000 135712.50| 461.90000 127022.50| 422.21000 116107.75 Culvert Concrete (Cast In Place) | | | 0300 527H000 LUMP| 66000.00000 66000.00| 68751.00000 68751.00| 66720.00000 66720.00 Sheeting and Shoring, STA. 112+87 | | | 0310 530A001 133.000 LF | 24.00000 3192.00| 24.92000 3314.36| 21.59000 2871.47 18" Roadway Pipe (Class 3 R.C.) | | | 0320 530A003 81.000 LF | 46.25000 3746.25| 47.05000 3811.05| 44.24000 3583.44 30" Roadway Pipe (Class 3 R.C.) | | | 0330 530A005 110.000 LF | 84.50000 9295.00| 84.54000 9299.40| 77.08000 8478.80 42" Roadway Pipe (Class 3 R.C.) | | | 0340 530B005 189.000 LF | 86.25000 16301.25| 85.87000 16229.43| 78.67000 14868.63 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0350 535A001 180.000 LF | 23.00000 4140.00| 25.28000 4550.40| 22.16000 3988.80 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -9 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 01007 |(5) 23056 |(6) 23029 |ALABAMA BRIDGE BUILDERS, INC|JOHN G. WALTON CONSTRUCTION |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 535A002 40.000 LF | 33.00000 1320.00| 35.88000 1435.20| 33.55000 1342.00 24" Side Drain Pipe | | | 0370 600A000 LUMP| 430000.00000 430000.00| 288476.00000 288476.00| 450617.76000 450617.76 Mobilization | | | 0380 602A000 9.000 EACH| 180.00000 1620.00| 75.36000 678.24| 97.93000 881.37 Right Of Way Markers | | | 0390 606A019 1050.000 LF | 6.50000 6825.00| 9.86000 10353.00| 10.39000 10909.50 6" Underdrain Pipe Type 9 (Schedule 40) | | | 0400 610C001 2270.000 TON | 33.00000 74910.00| 29.75000 67532.50| 27.08000 61471.60 Loose Riprap, Class 2 | | | 0410 610D003 1579.000 SQYD| 2.00000 3158.00| 1.61000 2542.19| 1.47000 2321.13 Filter Blanket, Geotextile | | | 0420 619A002 1.000 EACH| 440.00000 440.00| 356.16000 356.16| 656.98000 656.98 18" Roadway Pipe End Treatment, Class 1 | | | 0430 619A004 2.000 EACH| 730.00000 1460.00| 500.85000 1001.70| 706.84000 1413.68 30" Roadway Pipe End Treatment, Class 1 | | | 0440 619A056 2.000 EACH| 1535.00000 3070.00| 834.75000 1669.50| 1309.81000 2619.62 42" Roadway Pipe End Treatment, Class 2 | | | 0450 619A101 6.000 EACH| 500.00000 3000.00| 356.16000 2136.96| 657.02000 3942.12 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 619A102 2.000 EACH| 600.00000 1200.00| 445.20000 890.40| 670.15000 1340.30 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 619B070 2.000 EACH| 1900.00000 3800.00| 834.75000 1669.50| 1213.06000 2426.12 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0480 621C027 1.000 EACH| 1750.00000 1750.00| 2587.73000 2587.73| 2838.62000 2838.62 Inlets, Type C | | | 0490 621D002 2.000 EACH| 350.00000 700.00| 389.55000 779.10| 340.14000 680.28 Inlet Units, Type C | | | 0500 629A005 20.000 LF | 160.00000 3200.00| 161.39000 3227.80| 161.24000 3224.80 Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | 0510 629C001 2.000 EACH| 4400.00000 8800.00| 4452.00000 8904.00| 4448.00000 8896.00 Concrete Median Or Safety Barrier End | | | Section, (Type TES Modified) | | | 0520 630A000 100.000 LF | 17.00000 1700.00| 17.25000 1725.00| 17.24000 1724.00 Steel Beam Guardrail, Class A, Type 1 | | | 0530 630C003 2.000 EACH| 1205.00000 2410.00| 1224.30000 2448.60| 1223.20000 2446.40 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -10 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 01007 |(5) 23056 |(6) 23029 |ALABAMA BRIDGE BUILDERS, INC|JOHN G. WALTON CONSTRUCTION |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 630C070 2.000 EACH| 1785.00000 3570.00| 1808.63000 3617.26| 1807.00000 3614.00 Guardrail End Anchor, Type 10 Series | | | 0550 634E005 490.000 LF | 32.50000 15925.00| 17.65000 8648.50| 23.62000 11573.80 Industrial Fence, 4 Feet High, Special | | | Mounting | | | 0560 650A000 20450.000 CYIP| 6.30000 128835.00| 8.05000 164622.50| 7.83000 160123.50 Topsoil | | | 0570 652A057 17.000 ACRE| 545.00000 9265.00| 550.94000 9365.98| 550.44000 9357.48 Seeding (Mix 3A) | | | 0580 652A061 29.000 ACRE| 545.00000 15805.00| 550.94000 15977.26| 550.44000 15962.76 Seeding (Mix 3E) | | | 0590 652D057 46.000 ACRE| 27.50000 1265.00| 27.83000 1280.18| 27.80000 1278.80 Seeding In Stubble (Mix 3A) | | | 0600 654A000 567.000 SQYD| 4.40000 2494.80| 4.45000 2523.15| 4.45000 2523.15 Solid Sodding | | | 0610 656A000 46.000 ACRE| 535.00000 24610.00| 539.81000 24831.26| 539.32000 24808.72 Mulching, Class A, Type 1 | | | 0620 665A000 36.000 ACRE| 110.00000 3960.00| 111.30000 4006.80| 111.20000 4003.20 Temporary Seeding | | | 0630 665B000 36.000 ACRE| 55.00000 1980.00| 55.65000 2003.40| 55.60000 2001.60 Temporary Mulching | | | 0640 665F000 432.000 EACH| 6.20000 2678.40| 7.28000 3144.96| 4.61000 1991.52 Hay Bales | | | 0650 665I000 42.000 TON | 29.00000 1218.00| 44.49000 1868.58| 32.08000 1347.36 Temporary Riprap, Class 2 | | | 0660 665J000 10000.000 LF | 3.85000 38500.00| 2.68000 26800.00| 3.66000 36600.00 Silt Fence, Type A | | | 0670 665K000 16.000 CUYD| 8.10000 129.60| 12.96000 207.36| 17.30000 276.80 Drainage Sump Excavation | | | 0680 665L000 1194.000 LF | 14.00000 16716.00| 6.64000 7928.16| 3.68000 4393.92 Floating Basin Boom | | | 0690 666A001 31.000 ACRE| 33.00000 1023.00| 46.65000 1446.15| 55.60000 1723.60 Pest Control Treatment | | | 0700 680A000 LUMP| 35000.00000 35000.00| 38762.00000 38762.00| 27409.47000 27409.47 Engineering Controls | | | 0710 710A120 65.000 SQFT| 16.00000 1040.00| 20.07000 1304.55| 222.40000 14456.00 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thickness (Type III Or Type IV | | | Background) | | | 0720 710B001 135.000 LF | 7.40000 999.00| 9.39000 1267.65| 15.57000 2101.95 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -11 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 01007 |(5) 23056 |(6) 23029 |ALABAMA BRIDGE BUILDERS, INC|JOHN G. WALTON CONSTRUCTION |J. S. WALTON & COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 726C000 200.000 LF | 27.50000 5500.00| 8.41000 1682.00| 4.46000 892.00 State Furnished Portable Concrete | | | Safety Barriers | | | 0740 740B000 229.000 SQFT| 13.75000 3148.75| 14.85000 3400.65| 14.30000 3274.70 Construction Signs | | | 0750 740E000 25.000 EACH| 13.55000 338.75| 12.00000 300.00| 11.52000 288.00 Cones (36 Inches High) | | | 0760 740F002 21.000 EACH| 275.00000 5775.00| 199.93000 4198.53| 315.14000 6617.94 Barricades, Type III | | | 0770 740I005 7.000 EACH| 305.00000 2135.00| 118.44000 829.08| 255.13000 1785.91 Warning Lights, Type B (Detachable Head)| | | 0780 740M000 25.000 EACH| 8.55000 213.75| 7.57000 189.25| 7.27000 181.75 Weight For Cone | | | 0790 740Q000 200.000 LF | 3.75000 750.00| 1.28000 256.00| 1.31000 262.00 Construction Safety Fence | | | 0800 998A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 26688.00000 26688.00 Construction Fuel (Maximum Bid Limited | | | To 166,000.00) | | | SECTION TOTALS | $ 4,607,084.29| $ 4,610,459.79| $ 4,639,371.69 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,607,084.29| $ 4,610,459.79| $ 4,639,371.69 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -12 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 20045 |(8) 16035 |(9) 19058 |TAYLOR SERVICES, INC. |PACO, INC. |S J & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 27600.00000 27600.00| 200000.00000 200000.00| 135500.00000 135500.00 Clearing & Grubbing (Approximately 46 | | | acres) | | | 0020 206D000 653.000 LF | 4.00000 2612.00| 5.00000 3265.00| 3.30000 2154.90 Removing Pipe | | | 0030 210A000 79661.000 CYIP| 2.25000 179237.25| 7.00000 557627.00| 4.85000 386355.85 Unclassified Excavation | | | 0040 210D012 47842.000 CYIP| 5.25000 251170.50| 8.50000 406657.00| 7.60000 363599.20 Borrow Excavation (A2-4(0) or A-4(0) | | | 0050 210E000 752.000 CYIP| 4.50000 3384.00| 8.00000 6016.00| 7.40000 5564.80 Borrow Excavation (Underwater Backfill) | | | 0060 214A000 2334.000 CUYD| 6.15000 14354.10| 4.00000 9336.00| 3.60000 8402.40 Structure Excavation | | | 0070 214B000 448.000 CUYD| 8.25000 3696.00| 55.00000 24640.00| 8.00000 3584.00 Foundation Backfill, Local | | | 0080 214B001 207.000 CUYD| 33.00000 6831.00| 200.00000 41400.00| 32.15000 6655.05 Foundation Backfill, Commercial | | | 0090 230A000 95.000 RBST| 180.00000 17100.00| 7.00000 665.00| 135.00000 12825.00 Roadbed Processing | | | 0100 301A012 78655.000 SYCP| 7.66000 602497.30| 7.00000 550585.00| 7.75000 609576.25 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0110 430B009 4624.000 TNCP| 23.50000 108664.00| 30.00000 138720.00| 21.50000 99416.00 Aggregate Surfacing (AHD #357) | | | 0120 430B040 71.000 TCIP| 23.00000 1633.00| 50.00000 3550.00| 23.25000 1650.75 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0130 502A000 439162.000 LB | 0.80000 351329.60| 0.50000 219581.00| 0.68000 298630.16 Steel Reinforcement | | | 0140 502B000 LUMP| 88355.00000 88355.00| 125000.00000 125000.00| 137250.00000 137250.00 Steel Reinforcement For Bridge | | | Superstructure STA. 134+75.25, APPROX. | | | 190400 LBS. | | | 0150 505A015 1.000 EACH| 5637.50000 5637.50| 6500.00000 6500.00| 3900.00000 3900.00 Concrete Test Piles (14 Inches Square) | | | 0160 505B075 1.000 EACH| 1845.00000 1845.00| 5000.00000 5000.00| 6700.00000 6700.00 Dynamic Loading Tests (14 Inches Square)| | | 0170 505C015 1150.000 LF | 36.90000 42435.00| 40.00000 46000.00| 35.70000 41055.00 Concrete Piling (14 Inches Square) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -13 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 20045 |(8) 16035 |(9) 19058 |TAYLOR SERVICES, INC. |PACO, INC. |S J & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 506A001 1050.000 LF | 307.50000 322875.00| 298.00000 312900.00| 375.00000 393750.00 Drilled Shaft Excavation, 6'-0" Diameter| | | 0190 506C026 1050.000 LF | 307.50000 322875.00| 317.00000 332850.00| 170.00000 178500.00 Drilled Shaft Construction, 6'-0" | | | Diameter, Class DS2 Concrete | | | 0200 506F002 1050.000 LF | 164.00000 172200.00| 175.00000 183750.00| 0.00000 0.00 Permanent Drilled Shaft Casing, 6'-0" | | | Diameter | | | 0210 506G006 10.000 EACH| 2152.50000 21525.00| 1300.00000 13000.00| 5915.00000 59150.00 Crosshole Sonic Logging, 6'-0" Diameter | | | 0220 508A000 10390.000 LB | 2.56250 26624.38| 2.50000 25975.00| 3.05000 31689.50 Structural Steel | | | 0230 510A000 298.000 CUYD| 445.87500 132870.75| 375.00000 111750.00| 435.00000 129630.00 Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 328000.00000 328000.00| 190000.00000 190000.00| 417875.00000 417875.00 Bridge Concrete Superstructure, STA. | | | 134+72.25, APPROX. 749 CU. YD. | | | 0250 510E000 1525.000 SQYD| 2.05000 3126.25| 10.00000 15250.00| 3.50000 5337.50 Grooving Concrete Bridge Decks | | | 0260 511A001 120.000 EACH| 307.50000 36900.00| 100.00000 12000.00| 145.00000 17400.00 Elastomeric Bearings, Type 2 | | | 0270 513B003 794.000 LF | 57.40000 45575.60| 60.00000 47640.00| 66.95000 53158.30 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0280 513B015 4080.000 LF | 90.71250 370107.00| 100.00000 408000.00| 125.00000 510000.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0290 524A011 275.000 CUYD| 425.37500 116978.13| 300.00000 82500.00| 535.00000 147125.00 Culvert Concrete (Cast In Place) | | | 0300 527H000 LUMP| 432397.00000 432397.00| 40000.00000 40000.00| 71250.00000 71250.00 Sheeting and Shoring, STA. 112+87 | | | 0310 530A001 133.000 LF | 22.75000 3025.75| 36.00000 4788.00| 28.40000 3777.20 18" Roadway Pipe (Class 3 R.C.) | | | 0320 530A003 81.000 LF | 45.00000 3645.00| 50.00000 4050.00| 43.65000 3535.65 30" Roadway Pipe (Class 3 R.C.) | | | 0330 530A005 110.000 LF | 92.75000 10202.50| 75.00000 8250.00| 82.10000 9031.00 42" Roadway Pipe (Class 3 R.C.) | | | 0340 530B005 189.000 LF | 94.98000 17951.22| 100.00000 18900.00| 82.70000 15630.30 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0350 535A001 180.000 LF | 24.50000 4410.00| 25.00000 4500.00| 28.25000 5085.00 18" Side Drain Pipe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -14 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 20045 |(8) 16035 |(9) 19058 |TAYLOR SERVICES, INC. |PACO, INC. |S J & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 535A002 40.000 LF | 30.50000 1220.00| 30.00000 1200.00| 34.55000 1382.00 24" Side Drain Pipe | | | 0370 600A000 LUMP| 320550.00000 320550.00| 200000.00000 200000.00| 255000.00000 255000.00 Mobilization | | | 0380 602A000 9.000 EACH| 375.00000 3375.00| 50.00000 450.00| 90.00000 810.00 Right Of Way Markers | | | 0390 606A019 1050.000 LF | 7.50000 7875.00| 8.00000 8400.00| 6.40000 6720.00 6" Underdrain Pipe Type 9 (Schedule 40) | | | 0400 610C001 2270.000 TON | 32.50000 73775.00| 31.00000 70370.00| 29.15000 66170.50 Loose Riprap, Class 2 | | | 0410 610D003 1579.000 SQYD| 2.00000 3158.00| 3.00000 4737.00| 0.95000 1500.05 Filter Blanket, Geotextile | | | 0420 619A002 1.000 EACH| 335.00000 335.00| 800.00000 800.00| 475.00000 475.00 18" Roadway Pipe End Treatment, Class 1 | | | 0430 619A004 2.000 EACH| 465.00000 930.00| 1600.00000 3200.00| 790.00000 1580.00 30" Roadway Pipe End Treatment, Class 1 | | | 0440 619A056 2.000 EACH| 788.00000 1576.00| 1800.00000 3600.00| 1650.00000 3300.00 42" Roadway Pipe End Treatment, Class 2 | | | 0450 619A101 6.000 EACH| 335.00000 2010.00| 600.00000 3600.00| 535.00000 3210.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0460 619A102 2.000 EACH| 410.00000 820.00| 600.00000 1200.00| 650.00000 1300.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0470 619B070 2.000 EACH| 835.00000 1670.00| 1400.00000 2800.00| 2075.00000 4150.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 | | | 0480 621C027 1.000 EACH| 2425.00000 2425.00| 2000.00000 2000.00| 1900.00000 1900.00 Inlets, Type C | | | 0490 621D002 2.000 EACH| 375.00000 750.00| 500.00000 1000.00| 380.00000 760.00 Inlet Units, Type C | | | 0500 629A005 20.000 LF | 180.00000 3600.00| 150.00000 3000.00| 170.00000 3400.00 Concrete Median Or Safety Barrier, Type | | | 4A (Reinforced) | | | 0510 629C001 2.000 EACH| 2126.00000 4252.00| 1600.00000 3200.00| 4750.00000 9500.00 Concrete Median Or Safety Barrier End | | | Section, (Type TES Modified) | | | 0520 630A000 100.000 LF | 17.05000 1705.00| 25.00000 2500.00| 17.30000 1730.00 Steel Beam Guardrail, Class A, Type 1 | | | 0530 630C003 2.000 EACH| 1210.00000 2420.00| 1500.00000 3000.00| 1200.00000 2400.00 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -15 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 20045 |(8) 16035 |(9) 19058 |TAYLOR SERVICES, INC. |PACO, INC. |S J & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 630C070 2.000 EACH| 1787.50000 3575.00| 2200.00000 4400.00| 1800.00000 3600.00 Guardrail End Anchor, Type 10 Series | | | 0550 634E005 490.000 LF | 17.45000 8550.50| 21.00000 10290.00| 18.85000 9236.50 Industrial Fence, 4 Feet High, Special | | | Mounting | | | 0560 650A000 20450.000 CYIP| 6.00000 122700.00| 9.00000 184050.00| 8.90000 182005.00 Topsoil | | | 0570 652A057 17.000 ACRE| 485.00000 8245.00| 500.00000 8500.00| 830.00000 14110.00 Seeding (Mix 3A) | | | 0580 652A061 29.000 ACRE| 500.00000 14500.00| 600.00000 17400.00| 830.00000 24070.00 Seeding (Mix 3E) | | | 0590 652D057 46.000 ACRE| 485.00000 22310.00| 450.00000 20700.00| 830.00000 38180.00 Seeding In Stubble (Mix 3A) | | | 0600 654A000 567.000 SQYD| 3.50000 1984.50| 6.00000 3402.00| 3.25000 1842.75 Solid Sodding | | | 0610 656A000 46.000 ACRE| 500.00000 23000.00| 500.00000 23000.00| 830.00000 38180.00 Mulching, Class A, Type 1 | | | 0620 665A000 36.000 ACRE| 310.00000 11160.00| 500.00000 18000.00| 830.00000 29880.00 Temporary Seeding | | | 0630 665B000 36.000 ACRE| 300.00000 10800.00| 800.00000 28800.00| 830.00000 29880.00 Temporary Mulching | | | 0640 665F000 432.000 EACH| 4.50000 1944.00| 5.00000 2160.00| 4.55000 1965.60 Hay Bales | | | 0650 665I000 42.000 TON | 32.50000 1365.00| 45.00000 1890.00| 35.85000 1505.70 Temporary Riprap, Class 2 | | | 0660 665J000 10000.000 LF | 3.00000 30000.00| 4.00000 40000.00| 2.05000 20500.00 Silt Fence, Type A | | | 0670 665K000 16.000 CUYD| 7.75000 124.00| 20.00000 320.00| 6.00000 96.00 Drainage Sump Excavation | | | 0680 665L000 1194.000 LF | 10.45000 12477.30| 8.00000 9552.00| 31.00000 37014.00 Floating Basin Boom | | | 0690 666A001 31.000 ACRE| 38.50000 1193.50| 100.00000 3100.00| 355.00000 11005.00 Pest Control Treatment | | | 0700 680A000 LUMP| 62397.00000 62397.00| 50000.00000 50000.00| 47500.00000 47500.00 Engineering Controls | | | 0710 710A120 65.000 SQFT| 18.00000 1170.00| 45.00000 2925.00| 31.00000 2015.00 Class 4, Aluminum Flat Sign Panels | | | 0.08" Thickness (Type III Or Type IV | | | Background) | | | 0720 710B001 135.000 LF | 6.85000 924.75| 10.00000 1350.00| 1.25000 168.75 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 061 -16 TABULATION OF BIDS CALL ORDER : 061 CONTRACT ID : 20000526061 COUNTIES : MOBILE LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(7) 20045 |(8) 16035 |(9) 19058 |TAYLOR SERVICES, INC. |PACO, INC. |S J & L, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0730 726C000 200.000 LF | 10.00000 2000.00| 30.00000 6000.00| 14.95000 2990.00 State Furnished Portable Concrete | | | Safety Barriers | | | 0740 740B000 229.000 SQFT| 11.25000 2576.25| 15.00000 3435.00| 12.00000 2748.00 Construction Signs | | | 0750 740E000 25.000 EACH| 11.00000 275.00| 25.00000 625.00| 7.45000 186.25 Cones (36 Inches High) | | | 0760 740F002 21.000 EACH| 195.00000 4095.00| 250.00000 5250.00| 215.00000 4515.00 Barricades, Type III | | | 0770 740I005 7.000 EACH| 225.00000 1575.00| 550.00000 3850.00| 297.00000 2079.00 Warning Lights, Type B (Detachable Head)| | | 0780 740M000 25.000 EACH| 7.15000 178.75| 10.00000 250.00| 7.45000 186.25 Weight For Cone | | | 0790 740Q000 200.000 LF | 2.25000 450.00| 10.00000 2000.00| 3.00000 600.00 Construction Safety Fence | | | 0800 998A000 LUMP| 0.00000 0.00| 100000.00000 100000.00| 23750.00000 23750.00 Construction Fuel (Maximum Bid Limited | | | To 166,000.00) | | | SECTION TOTALS | $ 4,861,686.38| $ 5,026,951.00| $ 5,069,840.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,861,686.38| $ 5,026,951.00| $ 5,069,840.16 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 063 -1 VENDOR RANKING CALL ORDER : 063 CONTRACT ID : 20000526063 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : 99-609-273-021-021 for constructing the Grade, Drain, Pave, & Traffic Stripe for a Turn Lane on S.R. #21 at the new Atmore School, M.P. 3.3 to M.P. 3.5. Length - 0.210 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23007 M.C. WILLIAMS CONTRACTING CO., INC. $ 220,075.36 100.0000% 2 02032 BULLARD EXCAVATING, INC. $ 249,933.90 113.5674% 3 23011 HOSEA O. WEAVER & SONS, INC. $ 268,653.95 122.0736% 4 19058 S J & L, INC. $ 300,424.20 136.5096% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 063 -2 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20000526063 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23007 |(2) 02032 |(3) 23011 |M.C. WILLIAMS CONTRACTING CO|BULLARD EXCAVATING, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D000 15.000 LF | 10.50000 157.50| 50.00000 750.00| 12.50000 187.50 Removing Pipe | | | 0020 206D003 2228.000 LF | 10.15000 22614.20| 8.00000 17824.00| 6.88000 15328.64 Removing Curb And Gutter | | | 0030 206E001 6.000 EACH| 385.00000 2310.00| 500.00000 3000.00| 437.50000 2625.00 Removing Inlets | | | 0040 209A000 5.000 EACH| 75.00000 375.00| 75.00000 375.00| 81.18000 405.90 Mailbox Reset, Single | | | 0050 209A002 1.000 EACH| 200.00000 200.00| 150.00000 150.00| 175.99000 175.99 Mailbox Reset, Multiple | | | 0060 210A000 848.000 CYIP| 3.00000 2544.00| 10.00000 8480.00| 7.14000 6054.72 Unclassified Excavation | | | 0070 210D022 1848.000 CYIP| 3.50000 6468.00| 10.00000 18480.00| 8.17000 15098.16 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0080 214A000 100.000 CUYD| 6.30000 630.00| 10.00000 1000.00| 7.50000 750.00 Structure Excavation | | | 0090 214B000 12.000 CUYD| 10.50000 126.00| 35.00000 420.00| 12.50000 150.00 Foundation Backfill, Local | | | 0100 230A000 10.000 RBST| 145.00000 1450.00| 500.00000 5000.00| 354.11000 3541.10 Roadbed Processing | | | 0110 301A012 2062.000 SYCP| 9.76000 20125.12| 6.00000 12372.00| 11.60000 23919.20 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 2062.000 SYCP| 0.35000 721.70| 1.00000 2062.00| 0.63000 1299.06 Bituminous Treatment A | | | 0130 405A000 200.000 GAL | 0.75000 150.00| 1.50000 300.00| 0.83000 166.00 Tack Coat | | | 0140 424A260 385.000 TON | 45.44000 17494.40| 55.00000 21175.00| 49.87000 19199.95 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0150 424A263 50.000 TON | 45.00000 2250.00| 100.00000 5000.00| 84.24000 4212.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0160 424A266 50.000 TON | 45.00000 2250.00| 65.00000 3250.00| 84.24000 4212.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 063 -3 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20000526063 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23007 |(2) 02032 |(3) 23011 |M.C. WILLIAMS CONTRACTING CO|BULLARD EXCAVATING, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B461 120.000 TON | 44.00000 5280.00| 50.00000 6000.00| 74.09000 8890.80 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0180 424B562 180.000 TON | 44.15000 7947.00| 55.00000 9900.00| 60.47000 10884.60 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0190 530A001 24.000 LF | 52.50000 1260.00| 40.00000 960.00| 56.25000 1350.00 18" Roadway Pipe (Class 3 R.C.) | | | 0200 600A000 LUMP| 17600.00000 17600.00| 36987.90000 36987.90| 26005.99000 26005.99 Mobilization | | | 0210 620A000 2.000 CUYD| 630.00000 1260.00| 500.00000 1000.00| 750.00000 1500.00 Minor Structure Concrete | | | 0220 621A011 5.000 EACH| 3500.00000 17500.00| 1200.00000 6000.00| 4375.00000 21875.00 Junction Boxes, Type 1 Or 1P | | | 0230 621C001 1.000 EACH| 1675.00000 1675.00| 1800.00000 1800.00| 2093.75000 2093.75 Inlets, Type B | | | 0240 621C015 3.000 EACH| 1950.00000 5850.00| 2500.00000 7500.00| 2437.50000 7312.50 Inlets, Type S1 Or S3 (1 Wing) | | | 0250 621C017 2.000 EACH| 2250.00000 4500.00| 2800.00000 5600.00| 2812.50000 5625.00 Inlets, Type S1 Or S3 (2 Wing) | | | 0260 621D015 1.000 EACH| 325.00000 325.00| 400.00000 400.00| 406.25000 406.25 Inlet Units, Type S1 Or S3 | | | 0270 623C000 2280.000 LF | 10.00000 22800.00| 10.00000 22800.00| 12.50000 28500.00 Combination Curb & Gutter, Type C | | | 0280 650A000 500.000 CYIP| 9.75000 4875.00| 9.00000 4500.00| 12.71000 6355.00 Topsoil | | | 0290 652A061 1.000 ACRE| 775.00000 775.00| 500.00000 500.00| 625.00000 625.00 Seeding (Mix 3E) | | | 0300 656A000 1.000 ACRE| 775.00000 775.00| 500.00000 500.00| 625.00000 625.00 Mulching, Class A, Type 1 | | | 0310 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| 5.82000 582.00 Hay Bales | | | 0320 665G000 100.000 EACH| 2.75000 275.00| 5.00000 500.00| 1.83000 183.00 Sand Bags | | | 0330 665J000 2300.000 LF | 4.75000 10925.00| 6.00000 13800.00| 4.09000 9407.00 Silt Fence, Type A | | | 0340 701C000 1.000 MILE| 310.00000 310.00| 500.00000 500.00| 387.50000 387.50 Broken Temporary Traffic Stripe | | | 0350 701C001 1.000 MILE| 410.00000 410.00| 500.00000 500.00| 512.50000 512.50 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 063 -4 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20000526063 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23007 |(2) 02032 |(3) 23011 |M.C. WILLIAMS CONTRACTING CO|BULLARD EXCAVATING, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 701D008 1.000 MILE| 1475.00000 1475.00| 1300.00000 1300.00| 1843.75000 1843.75 Solid Traffic Stripe Removed (Plastic) | | | 0370 702A008 1.000 MILE| 4565.00000 4565.00| 4500.00000 4500.00| 5706.25000 5706.25 Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0380 702A009 1.000 MILE| 4565.00000 4565.00| 4500.00000 4500.00| 5706.25000 5706.25 Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0390 702A010 1.000 MILE| 2425.00000 2425.00| 2000.00000 2000.00| 3031.25000 3031.25 Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0400 702B001 180.000 LF | 1.50000 270.00| 2.00000 360.00| 1.88000 338.40 Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0410 703A002 1220.000 SQFT| 1.40000 1708.00| 2.50000 3050.00| 1.75000 2135.00 Traffic Control Markings, Class 2, Type | | | A | | | 0420 703B002 560.000 SQFT| 2.10000 1176.00| 3.00000 1680.00| 2.63000 1472.80 Traffic Control Legends, Class 2, Type A| | | 0430 703D001 1220.000 SQFT| 0.90000 1098.00| 1.30000 1586.00| 1.13000 1378.60 Temporary Traffic Control Markings | | | 0440 703E001 560.000 SQFT| 1.40000 784.00| 1.30000 728.00| 1.75000 980.00 Temporary Traffic Control Legends | | | 0450 705A030 8.000 EACH| 4.10000 32.80| 5.25000 42.00| 5.13000 41.04 Pavement Markers, Class A-H, Type 2-C | | | 0460 705A031 30.000 EACH| 4.10000 123.00| 5.00000 150.00| 5.13000 153.90 Pavement Markers, Class A-H, Type 1-A | | | 0470 705A032 220.000 EACH| 4.10000 902.00| 5.00000 1100.00| 5.13000 1128.60 Pavement Markers, Class A-H, Type 1-B | | | 0480 705A037 50.000 EACH| 4.10000 205.00| 5.25000 262.50| 5.13000 256.50 Pavement Markers, Class A-H, Type 2-D | | | 0490 705A038 110.000 EACH| 4.10000 451.00| 5.25000 577.50| 5.13000 564.30 Pavement Markers, Class A-H, Type 2-E | | | 0500 740B000 226.000 SQFT| 13.64000 3082.64| 12.00000 2712.00| 14.82000 3349.32 Construction Signs | | | 0510 740D000 100.000 EACH| 47.25000 4725.00| 25.00000 2500.00| 60.75000 6075.00 Channelizing Drums | | | 0520 741C010 2.000 EACH| 1250.00000 2500.00| 1500.00000 3000.00| 2023.44000 4046.88 Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0530 998A000 LUMP| 5280.00000 5280.00| 0.00000 0.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To 10,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 063 -5 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20000526063 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(1) 23007 |(2) 02032 |(3) 23011 |M.C. WILLIAMS CONTRACTING CO|BULLARD EXCAVATING, INC. |HOSEA O. WEAVER & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 220,075.36| $ 249,933.90| $ 268,653.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 220,075.36| $ 249,933.90| $ 268,653.95 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 063 -6 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20000526063 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 19058 | | |S J & L, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206D000 15.000 LF | 11.00000 165.00| | Removing Pipe | | | 0020 206D003 2228.000 LF | 2.50000 5570.00| | Removing Curb And Gutter | | | 0030 206E001 6.000 EACH| 115.00000 690.00| | Removing Inlets | | | 0040 209A000 5.000 EACH| 145.00000 725.00| | Mailbox Reset, Single | | | 0050 209A002 1.000 EACH| 575.00000 575.00| | Mailbox Reset, Multiple | | | 0060 210A000 848.000 CYIP| 7.75000 6572.00| | Unclassified Excavation | | | 0070 210D022 1848.000 CYIP| 7.80000 14414.40| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0080 214A000 100.000 CUYD| 4.50000 450.00| | Structure Excavation | | | 0090 214B000 12.000 CUYD| 6.75000 81.00| | Foundation Backfill, Local | | | 0100 230A000 10.000 RBST| 190.00000 1900.00| | Roadbed Processing | | | 0110 301A012 2062.000 SYCP| 10.60000 21857.20| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0120 401A000 2062.000 SYCP| 1.20000 2474.40| | Bituminous Treatment A | | | 0130 405A000 200.000 GAL | 2.40000 480.00| | Tack Coat | | | 0140 424A260 385.000 TON | 58.10000 22368.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0150 424A263 50.000 TON | 97.75000 4887.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | 0160 424A266 50.000 TON | 97.75000 4887.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 063 -7 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20000526063 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 19058 | | |S J & L, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424B461 120.000 TON | 86.45000 10374.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range D | | | 0180 424B562 180.000 TON | 70.45000 12681.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range D | | | 0190 530A001 24.000 LF | 33.00000 792.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0200 600A000 LUMP| 57125.00000 57125.00| | Mobilization | | | 0210 620A000 2.000 CUYD| 650.00000 1300.00| | Minor Structure Concrete | | | 0220 621A011 5.000 EACH| 2400.00000 12000.00| | Junction Boxes, Type 1 Or 1P | | | 0230 621C001 1.000 EACH| 2000.00000 2000.00| | Inlets, Type B | | | 0240 621C015 3.000 EACH| 2050.00000 6150.00| | Inlets, Type S1 Or S3 (1 Wing) | | | 0250 621C017 2.000 EACH| 2350.00000 4700.00| | Inlets, Type S1 Or S3 (2 Wing) | | | 0260 621D015 1.000 EACH| 725.00000 725.00| | Inlet Units, Type S1 Or S3 | | | 0270 623C000 2280.000 LF | 15.25000 34770.00| | Combination Curb & Gutter, Type C | | | 0280 650A000 500.000 CYIP| 16.10000 8050.00| | Topsoil | | | 0290 652A061 1.000 ACRE| 900.00000 900.00| | Seeding (Mix 3E) | | | 0300 656A000 1.000 ACRE| 850.00000 850.00| | Mulching, Class A, Type 1 | | | 0310 665F000 100.000 EACH| 6.25000 625.00| | Hay Bales | | | 0320 665G000 100.000 EACH| 2.00000 200.00| | Sand Bags | | | 0330 665J000 2300.000 LF | 2.30000 5290.00| | Silt Fence, Type A | | | 0340 701C000 1.000 MILE| 445.00000 445.00| | Broken Temporary Traffic Stripe | | | 0350 701C001 1.000 MILE| 575.00000 575.00| | Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 063 -8 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20000526063 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 19058 | | |S J & L, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 701D008 1.000 MILE| 1400.00000 1400.00| | Solid Traffic Stripe Removed (Plastic) | | | 0370 702A008 1.000 MILE| 5000.00000 5000.00| | Solid White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0380 702A009 1.000 MILE| 5000.00000 5000.00| | Solid Yellow, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0390 702A010 1.000 MILE| 3800.00000 3800.00| | Broken White, Inverted Profile Traffic | | | Stripe (6" Wide) | | | 0400 702B001 180.000 LF | 3.80000 684.00| | Dotted Inverted Profile Traffic Stripe | | | (6" Wide) | | | 0410 703A002 1220.000 SQFT| 2.85000 3477.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0420 703B002 560.000 SQFT| 3.20000 1792.00| | Traffic Control Legends, Class 2, Type A| | | 0430 703D001 1220.000 SQFT| 1.90000 2318.00| | Temporary Traffic Control Markings | | | 0440 703E001 560.000 SQFT| 1.90000 1064.00| | Temporary Traffic Control Legends | | | 0450 705A030 8.000 EACH| 12.70000 101.60| | Pavement Markers, Class A-H, Type 2-C | | | 0460 705A031 30.000 EACH| 6.50000 195.00| | Pavement Markers, Class A-H, Type 1-A | | | 0470 705A032 220.000 EACH| 6.25000 1375.00| | Pavement Markers, Class A-H, Type 1-B | | | 0480 705A037 50.000 EACH| 6.35000 317.50| | Pavement Markers, Class A-H, Type 2-D | | | 0490 705A038 110.000 EACH| 6.35000 698.50| | Pavement Markers, Class A-H, Type 2-E | | | 0500 740B000 226.000 SQFT| 15.85000 3582.10| | Construction Signs | | | 0510 740D000 100.000 EACH| 54.70000 5470.00| | Channelizing Drums | | | 0520 741C010 2.000 EACH| 5500.00000 11000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0530 998A000 LUMP| 5500.00000 5500.00| | Construction Fuel (Maximum Bid Limited | | | To 10,000.00) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 05/30/00 PAGE : 063 -9 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20000526063 COUNTIES : ESCAMBIA LETTING DATE : 05/26/00 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |(4) 19058 | | |S J & L, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 300,424.20| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 300,424.20| | ====================================================================================================================================