ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 003 -1 VENDOR RANKING CALL ORDER : 003 CONTRACT ID : 20020823003 COUNTIES : BIBB LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : FLEXF-0102(516) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#6 (U.S.#82) from the Tuscaloosa County line to Eoline. Length 6.533 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,692,726.35 100.0000% 2 01018 APAC-ALABAMA, INC. $ 1,783,617.94 105.3695% 3 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,839,609.42 108.6773% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 003 -2 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020823003 COUNTIES : BIBB LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 02033 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 125.000 LF | 2.25000 281.25| 2.10000 262.50| 2.00000 250.00 Removing Guardrail | | | 0020 206E019 5.000 EACH| 101.00000 505.00| 93.45000 467.25| 89.00000 445.00 Removing Guardrail End Anchor (Type 10) | | | 0030 210D001 1346.000 CUYD| 10.10000 13594.60| 19.13000 25748.98| 9.50000 12787.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0040 305B060 225.000 TON | 28.00000 6300.00| 29.03000 6531.75| 25.00000 5625.00 Crushed Aggregate, Section 825, 1" Down | | | For Miscellaneous Use | | | 0050 405A000 21578.000 GAL | 0.90000 19420.20| 1.20000 25893.60| 1.50000 32367.00 Tack Coat | | | 0060 408A052 183970.000 SQYD| 0.35000 64389.50| 0.75000 137977.50| 0.72000 132458.40 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 410C000 1.000 EACH| 3250.00000 3250.00| 1000.00000 1000.00| 3000.00000 3000.00 Contractor Retained Profilograph | | | 0080 424A360 10244.000 TON | 34.30000 351369.20| 35.53000 363969.32| 35.60000 364686.40 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A361 3512.000 TON | 39.35000 138197.20| 35.19000 123587.28| 35.26000 123833.12 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0100 424A363 500.000 TON | 48.00000 24000.00| 73.65000 36825.00| 40.00000 20000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424A366 500.000 TON | 41.70000 20850.00| 41.45000 20725.00| 33.04000 16520.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424A369 1532.000 TON | 57.00000 87324.00| 42.70000 65416.40| 44.50000 68174.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 003 -3 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020823003 COUNTIES : BIBB LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 02033 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424B651 20237.000 TON | 28.90000 584849.30| 30.19000 610955.03| 32.55000 658714.35 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0140 424B655 200.000 TON | 54.00000 10800.00| 82.00000 16400.00| 75.00000 15000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B659 200.000 TON | 44.00000 8800.00| 39.66000 7932.00| 55.00000 11000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0160 424B662 200.000 TON | 56.00000 11200.00| 65.57000 13114.00| 55.00000 11000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0170 428C000 68800.000 LF | 0.12000 8256.00| 0.13000 8944.00| 0.13000 8944.00 Scoring Bituminous Pavement Surface By | | | Cutting | | | 0180 600A000 LUMP| 19300.00000 19300.00| 6300.00000 6300.00| 33500.00000 33500.00 Mobilization | | | 0190 630A001 1613.000 LF | 17.25000 27824.25| 16.01000 25824.13| 15.25000 24598.25 Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C001 12.000 EACH| 680.00000 8160.00| 630.00000 7560.00| 600.00000 7200.00 Guardrail End Anchor, Type 8 | | | 0210 630C070 17.000 EACH| 1190.00000 20230.00| 1102.50000 18742.50| 1050.00000 17850.00 Guardrail End Anchor, Type 10 Series | | | 0220 651B000 7.000 TON | 85.00000 595.00| 131.25000 918.75| 75.00000 525.00 Agricultural Limestone | | | 0230 651C000 3.000 TON | 340.00000 1020.00| 309.75000 929.25| 200.00000 600.00 8-8-8 Commercial Fertilizer | | | 0240 652A054 2.000 ACRE| 510.00000 1020.00| 630.00000 1260.00| 750.00000 1500.00 Seeding (Mix 2A) | | | 0250 652A056 2.000 ACRE| 510.00000 1020.00| 630.00000 1260.00| 750.00000 1500.00 Seeding (Mix 2E) | | | 0260 656A000 4.000 ACRE| 510.00000 2040.00| 630.00000 2520.00| 750.00000 3000.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 003 -4 TABULATION OF BIDS CALL ORDER : 003 CONTRACT ID : 20020823003 COUNTIES : BIBB LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 04013 |( 2 ) 01018 |( 3 ) 02033 |DUNN CONSTRUCTION CO., INC. |APAC-ALABAMA, INC. |S. T. BUNN CONSTRUCTION CO., IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 665F000 386.000 EACH| 7.25000 2798.50| 6.30000 2431.80| 6.00000 2316.00 Hay Bales | | | 0280 665J000 11400.000 LF | 3.15000 35910.00| 3.15000 35910.00| 4.00000 45600.00 Silt Fence, Type A | | | 0290 701C000 26.000 MILE| 308.00000 8008.00| 301.35000 7835.10| 300.00000 7800.00 Broken Temporary Traffic Stripe | | | 0300 701C001 52.000 MILE| 320.00000 16640.00| 311.85000 16216.20| 320.00000 16640.00 Solid Temporary Traffic Stripe | | | 0310 702A040 13.000 MILE| 2005.00000 26065.00| 1968.75000 25593.75| 1950.00000 25350.00 Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0320 702A041 14.000 MILE| 3900.00000 54600.00| 3832.50000 53655.00| 3950.00000 55300.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0330 702A043 13.000 MILE| 3900.00000 50700.00| 3832.50000 49822.50| 3950.00000 51350.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0340 702B011 14625.000 LF | 1.25000 18281.25| 1.21000 17696.25| 1.70000 24862.50 Dotted Profiled Traffic Stripe (6" Wide | | | 0350 703A002 2528.000 SQFT| 2.30000 5814.40| 2.26000 5713.28| 1.80000 4550.40 Traffic Control Markings, Class 2, Type | | | A | | | 0360 703B002 538.000 SQFT| 3.05000 1640.90| 3.00000 1614.00| 2.80000 1506.40 Traffic Control Legends, Class 2, Type | | | 0370 703D001 168.000 SQFT| 1.45000 243.60| 1.42000 238.56| 1.30000 218.40 Temporary Traffic Control Markings | | | 0380 705A030 32.000 EACH| 5.35000 171.20| 5.25000 168.00| 5.00000 160.00 Pavement Markers, Class A-H, Type 2-C | | | 0390 705A031 864.000 EACH| 4.80000 4147.20| 4.73000 4086.72| 4.80000 4147.20 Pavement Markers, Class A-H, Type 1-A | | | 0400 740B000 1734.000 SQFT| 8.70000 15085.80| 8.06000 13976.04| 9.00000 15606.00 Construction Signs | | | 0410 740D000 265.000 EACH| 65.00000 17225.00| 60.10000 15926.50| 25.00000 6625.00 Channelizing Drums | | | 0420 741C010 1.000 EACH| 800.00000 800.00| 1670.00000 1670.00| 2500.00000 2500.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,692,726.35| $ 1,783,617.94| $ 1,839,609.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,692,726.35| $ 1,783,617.94| $ 1,839,609.42 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20020823030 COUNTIES : RUSSELL LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-CN02(207) for constructing the Widening, Resurfacing, and Trafic Stripe at various locations as indicated on the plans. Length - 9.425 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 05002 EAST ALABAMA PAVING COMPANY, INC. $ 736,744.23 100.0000% 2 01018 APAC-ALABAMA, INC. $ 868,857.55 117.9320% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020823030 COUNTIES : RUSSELL LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01018 |( ) |EAST ALABAMA PAVING CO., IN |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 401B108 149714.000 SQYD| 0.62000 92822.68| 0.62000 92822.68| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 1436.000 GAL | 1.20000 1723.20| 0.82000 1177.52| Tack Coat | | | 0030 424A340 2087.000 TON | 38.35000 80036.45| 42.25000 88175.75| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A346 2821.000 TON | 38.05000 107339.05| 42.25000 119187.25| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424B636 4364.000 TON | 31.90000 139211.60| 40.00000 174560.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0060 424B640 440.000 TON | 120.00000 52800.00| 75.00000 33000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B644 4825.000 TON | 31.60000 152470.00| 37.50000 180937.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 424C351 1195.000 TON | 32.95000 39375.25| 45.25000 54073.75| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 600A000 LUMP| 5200.00000 5200.00| 22600.00000 22600.00| Mobilization | | | 0100 630C070 4.000 EACH| 1375.00000 5500.00| 1300.00000 5200.00| Guardrail End Anchor, Type 10 Series | | | 0110 652A056 38.000 ACRE| 4.50000 171.00| 477.27000 18136.26| Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20020823030 COUNTIES : RUSSELL LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 05002 |( 2 ) 01018 |( ) |EAST ALABAMA PAVING CO., IN |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 656A000 38.000 ACRE| 4.50000 171.00| 425.00000 16150.00| Mulching, Class A, Type 1 | | | 0130 665F000 150.000 EACH| 4.50000 675.00| 6.00000 900.00| Hay Bales | | | 0140 665J000 300.000 LF | 4.50000 1350.00| 2.90000 870.00| Silt Fence, Type A | | | 0150 701A031 21.000 MILE| 850.00000 17850.00| 850.00000 17850.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 11.000 MILE| 975.00000 10725.00| 975.00000 10725.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 6.000 MILE| 575.00000 3450.00| 575.00000 3450.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C000 16.000 MILE| 259.00000 4144.00| 259.00000 4144.00| Broken Temporary Traffic Stripe | | | 0190 701C001 30.000 MILE| 279.00000 8370.00| 279.00000 8370.00| Solid Temporary Traffic Stripe | | | 0200 703A002 27.000 SQFT| 10.00000 270.00| 10.00000 270.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 705A032 268.000 EACH| 5.00000 1340.00| 5.00000 1340.00| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 902.000 EACH| 5.00000 4510.00| 5.00000 4510.00| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 604.000 SQFT| 10.00000 6040.00| 7.96000 4807.84| Construction Signs | | | 0240 740O000 1.000 EACH| 1200.00000 1200.00| 5600.00000 5600.00| Pilot Car | | | SECTION TOTALS | $ 736,744.23| $ 868,857.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 736,744.23| $ 868,857.55| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20020823031 COUNTIES : MOBILE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 275 Calendar Days CONTRACT DESCRIPTION : MOBILE PROJECT(S) : MG-CN02(901) for constructing the Traffic Management Center Building in Mobile. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 25003 YOUNGBLOOD-BARRETT CONSTRUCTION & ENGINEERING, LLC $ 877,453.00 100.0000% 2 03022 COASTAL BUILDERS, INC. $ 888,000.00 101.2020% 3 04009 W. W. DYAR & SONS, INC. $ 1,039,800.00 118.5021% 4 13101 KEITH MOSLEY CONSTRUCTION, INC. $ 1,093,354.00 124.6054% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020823031 COUNTIES : MOBILE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 25003 |( 2 ) 03022 |( 3 ) 04009 |YOUNGBLOOOD-BARRETT CONSTR. |COASTAL BUILDERS, INC. |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 600A000 LUMP| 19810.00000 19810.00| 147000.00000 147000.00| 40000.00000 40000.00 Mobilization | | | 0020 680A000 LUMP| 3800.00000 3800.00| 5300.00000 5300.00| 5000.00000 5000.00 Engineering Controls | | | 0030 770T005 AA1 LUMP| 853843.00000 853843.00| 735700.00000 735700.00| 994800.00000 994800.00 Building(Traffic Management | | | Center)(With Metal Canopy) | | | 0040 770T006 AA2 LUMP| | | Building(Traffic Management | | | Center)(With Concrete Canopy) | | | SECTION TOTALS | $ 877,453.00| $ 888,000.00| $ 1,039,800.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 877,453.00| $ 888,000.00| $ 1,039,800.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20020823031 COUNTIES : MOBILE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13101 |( ) |( ) |KEITH MOSLEY CONSTRUCTION, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 600A000 LUMP| 200.00000 200.00| | Mobilization | | | 0020 680A000 LUMP| 6572.00000 6572.00| | Engineering Controls | | | 0030 770T005 AA1 LUMP| 1086582.00000 1086582.00| | Building(Traffic Management | | | Center)(With Metal Canopy) | | | 0040 770T006 AA2 LUMP| | | Building(Traffic Management | | | Center)(With Concrete Canopy) | | | SECTION TOTALS | $ 1,093,354.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,093,354.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20020823032 COUNTIES : DEKALB LETTING DATE : 08/23/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : PLH-0176(500) for constructing the Resurfacing and Traffic Stripe on S.R.#176 from MP 12.544 near Lickskillet to S.R.#35. Length 13.056 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10011 JACKSON PAVING & CONSTRUCTION, INC. $ 388,615.50 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 420,504.00 108.2057% 3 03052 CASH CONSTRUCTION COMPANY $ 424,607.50 109.2616% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020823032 COUNTIES : DEKALB LETTING DATE : 08/23/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 07002 |( 3 ) 03052 |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., |CASH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 5080.000 GAL | 1.00000 5080.00| 1.20000 6096.00| 0.80000 4064.00 Tack Coat | | | 0020 424A340 9300.000 TON | 36.35000 338055.00| 37.25000 346425.00| 39.95000 371535.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0030 424B642 50.000 TON | 36.95000 1847.50| 37.25000 1862.50| 50.00000 2500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0040 430B004 25.000 TON | 28.00000 700.00| 20.00000 500.00| 15.00000 375.00 Aggregate Surfacing (ALDOT #810) | | | 0050 600A000 LUMP| 4500.00000 4500.00| 24000.00000 24000.00| 4000.00000 4000.00 Mobilization | | | 0060 701A004 27.000 MILE| 300.00000 8100.00| 350.00000 9450.00| 350.00000 9450.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0070 701A012 27.000 MILE| 300.00000 8100.00| 350.00000 9450.00| 350.00000 9450.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0080 701C001 27.000 MILE| 340.00000 9180.00| 350.00000 9450.00| 350.00000 9450.00 Solid Temporary Traffic Stripe | | | 0090 703A002 450.000 SQFT| 2.50000 1125.00| 2.00000 900.00| 2.00000 900.00 Traffic Control Markings, Class 2, Type | | | A | | | 0100 705A032 90.000 EACH| 5.00000 450.00| 5.00000 450.00| 5.00000 450.00 Pavement Markers, Class A-H, Type 1-B | | | 0110 705A037 1725.000 EACH| 5.00000 8625.00| 5.25000 9056.25| 5.25000 9056.25 Pavement Markers, Class A-H, Type 2-D | | | 0120 705A038 45.000 EACH| 5.00000 225.00| 5.25000 236.25| 5.25000 236.25 Pavement Markers, Class A-H, Type 2-E | | | 0130 740B000 316.000 SQFT| 8.00000 2528.00| 8.00000 2528.00| 7.25000 2291.00 Construction Signs | | | 0140 740E000 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 10.00000 500.00 Cones (36 Inches High) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20020823032 COUNTIES : DEKALB LETTING DATE : 08/23/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10011 |( 2 ) 07002 |( 3 ) 03052 |JACKSON PAVING & CONSTRUCTI |GOOD HOPE CONTRACTING CO., |CASH CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 740M001 50.000 EACH| 1.00000 50.00| 1.00000 50.00| 7.00000 350.00 Ballast For Cone | | | SECTION TOTALS | $ 388,615.50| $ 420,504.00| $ 424,607.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 388,615.50| $ 420,504.00| $ 424,607.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 033 -1 VENDOR RANKING CALL ORDER : 033 CONTRACT ID : 20020823033 COUNTIES : CHOCTAW LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1210(200) for constructing the Bridge Replacement (Precast) on C.R.#23 over Pickett Creek south of Butler. Length - 0.019 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 226,647.00 100.0000% 2 13099 MCINNIS, LLC $ 253,145.84 111.6917% 3 07050 GULF EQUIPMENT CORPORATION $ 360,767.22 159.1758% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 033 -2 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020823033 COUNTIES : CHOCTAW LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 07050 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 15000.00000 15000.00| 31000.00000 31000.00| 8500.00000 8500.00 Removal Of Old Bridge, Station 9+54.10 | | | 0020 210A000 390.000 CUYD| 5.00000 1950.00| 6.00000 2340.00| 5.67000 2211.30 Unclassified Excavation | | | 0030 502A000 88.000 LB | 1.00000 88.00| 1.00000 88.00| 0.84000 73.92 Steel Reinforcement | | | 0040 505A030 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 10x42)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0050 505A032 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0060 505B100 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 20000.00000 20000.00 Static Loading Tests (HP 10x42)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0070 505B102 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 2000.00000 2000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0080 505M000 930.000 LF | 20.00000 18600.00| 22.00000 20460.00| 32.00000 29760.00 Steel Piling Furnished And | | | Driven(HP10x42) | | | 0090 505M002 215.000 LF | 22.00000 4730.00| 25.00000 5375.00| 34.00000 7310.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 507A000 2.000 EACH| 1700.00000 3400.00| 1605.00000 3210.00| 2240.00000 4480.00 Wire Rope Abutment Anchor Assembly | | | 0110 510A000 17.000 CUYD| 400.00000 6800.00| 510.00000 8670.00| 500.00000 8500.00 Bridge Substructure Concrete, Class A | | | 0120 511A000 44.000 EACH| 75.00000 3300.00| 72.00000 3168.00| 72.00000 3168.00 Elastomeric Bearings, Type 1 | | | 0130 512A014 2.000 EACH| 2800.00000 5600.00| 2338.43000 4676.86| 4150.00000 8300.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 033 -3 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020823033 COUNTIES : CHOCTAW LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 07050 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 512B004 2.000 EACH| 3000.00000 6000.00| 2283.79000 4567.58| 4100.00000 8200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0150 512C004 18.000 EACH| 3000.00000 54000.00| 2912.17000 52419.06| 4100.00000 73800.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0160 512C007 6.000 EACH| 3000.00000 18000.00| 3023.78000 18142.68| 4380.00000 26280.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0170 512D002 4.000 EACH| 3000.00000 12000.00| 3109.98000 12439.92| 4390.00000 17560.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0180 512D005 2.000 EACH| 3000.00000 6000.00| 3109.98000 6219.96| 4390.00000 8780.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0190 512E000 16.000 EACH| 550.00000 8800.00| 194.65000 3114.40| 640.00000 10240.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0200 512F000 8.000 EACH| 600.00000 4800.00| 317.43000 2539.44| 830.00000 6640.00 Precast Concrete Wing Panels, Type W1 | | | 0210 512G000 4.000 EACH| 600.00000 2400.00| 356.61000 1426.44| 950.00000 3800.00 Precast Concrete Abutment Wing Cap Pane | | | 0220 600A000 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 35600.00000 35600.00 Mobilization | | | 0230 610C001 540.000 TON | 32.00000 17280.00| 26.00000 14040.00| 46.00000 24840.00 Loose Riprap, Class 2 | | | 0240 610D002 373.000 SQYD| 3.00000 1119.00| 3.00000 1119.00| 5.00000 1865.00 Filter Blanket, Geotextile (Non-Woven) | | | 0250 630C003 4.000 EACH| 1050.00000 4200.00| 1100.00000 4400.00| 3100.00000 12400.00 Guardrail End Anchor, Type 13 | | | 0260 630C070 4.000 EACH| 1350.00000 5400.00| 1400.00000 5600.00| 3520.00000 14080.00 Guardrail End Anchor, Type 10 Series | | | 0270 665F000 50.000 EACH| 3.00000 150.00| 6.00000 300.00| 8.00000 400.00 Hay Bales | | | 0280 665J000 145.000 LF | 3.00000 435.00| 6.90000 1000.50| 6.00000 870.00 Silt Fence, Type A | | | 0290 665J001 155.000 LF | 3.00000 465.00| 7.00000 1085.00| 5.00000 775.00 Silt Fence, Type B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 033 -4 TABULATION OF BIDS CALL ORDER : 033 CONTRACT ID : 20020823033 COUNTIES : CHOCTAW LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 13099 |( 3 ) 07050 |G. W. NORRELL CONTRACTING C |MCINNIS, LLC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 680A000 LUMP| 3000.00000 3000.00| 2000.00000 2000.00| 6700.00000 6700.00 Engineering Controls | | | 0310 740B000 262.000 SQFT| 15.00000 3930.00| 12.00000 3144.00| 27.00000 7074.00 Construction Signs | | | 0320 740F002 8.000 EACH| 400.00000 3200.00| 225.00000 1800.00| 270.00000 2160.00 Barricades, Type III | | | 0330 740I005 4.000 EACH| 500.00000 2000.00| 200.00000 800.00| 100.00000 400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 226,647.00| $ 253,145.84| $ 360,767.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 226,647.00| $ 253,145.84| $ 360,767.22 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20020823034 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-0323(200) for constructing the Bridge Replacement and Approaches on C.R.#89 at the South Fork of Cowikee Creek north of Lugo. Length 0.472 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 762,882.30 100.0000% 2 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 788,653.11 103.3781% 3 06001 F & W CONSTRUCTION COMPANY, INC. $ 835,551.30 109.5256% 4 13021 MURPHREE BRIDGE CORPORATION $ 855,436.41 112.1322% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020823034 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 06001 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 24400.00000 24400.00| 50000.00000 50000.00| 82400.00000 82400.00 Clearing & Grubbing (Approximately (4.0 | | | ACRES) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 50000.00000 50000.00 Removal Of Old Bridge, Station 186+86.3 | | | 0030 210A000 573.000 CUYD| 4.50000 2578.50| 4.55000 2607.15| 4.50000 2578.50 Unclassified Excavation | | | 0040 210D000 16335.000 CUYD| 4.60000 75141.00| 4.65000 75957.75| 4.60000 75141.00 Borrow Excavation | | | 0050 230A000 23.000 RBST| 200.00000 4600.00| 202.00000 4646.00| 200.00000 4600.00 Roadbed Processing | | | 0060 301A072 7150.000 SQYD| 2.50000 17875.00| 2.53000 18089.50| 2.50000 17875.00 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0070 401A000 5362.000 SQYD| 0.40000 2144.80| 0.40000 2144.80| 0.40000 2144.80 Bituminous Treatment A | | | 0080 405A000 340.000 GAL | 2.20000 748.00| 2.22000 754.80| 2.20000 748.00 Tack Coat | | | 0090 429A241 421.000 TON | 48.00000 20208.00| 48.48000 20410.08| 48.00000 20208.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0100 429B241 562.000 TON | 46.00000 25852.00| 46.46000 26110.52| 46.00000 25852.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0110 502A000 62900.000 LB | 0.75000 47175.00| 0.41000 25789.00| 0.45000 28305.00 Steel Reinforcement | | | 0120 502B000 LUMP| 32000.00000 32000.00| 18650.20000 18650.20| 20000.00000 20000.00 Steel Reinforcement For Bridge | | | Superstructure, , STA 186+70, (APPROX. | | | 43600 LBS) | | | 0130 505G003 12.000 EACH| 150.00000 1800.00| 123.48000 1481.76| 75.00000 900.00 Pile Points (Type A, 12") | | | 0140 505M002 329.000 LF | 25.00000 8225.00| 27.51000 9050.79| 16.00000 5264.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020823034 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 06001 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506A000 212.000 LF | 250.00000 53000.00| 332.30000 70447.60| 100.00000 21200.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0160 506C043 228.000 LF | 75.00000 17100.00| 50.00000 11400.00| 290.00000 66120.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0170 506F001 60.000 LF | 137.00000 8220.00| 188.48000 11308.80| 125.00000 7500.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0180 506G003 4.000 EACH| 2500.00000 10000.00| 500.00000 2000.00| 1000.00000 4000.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0190 508A000 4970.000 LB | 4.50000 22365.00| 2.46000 12226.20| 3.00000 14910.00 Structural Steel | | | 0200 510A000 82.000 CUYD| 425.00000 34850.00| 525.00000 43050.00| 525.00000 43050.00 Bridge Substructure Concrete, Class A | | | 0210 510C051 LUMP| 80000.00000 80000.00| 105490.32000 105490.32| 100000.00000 100000.00 Bridge Concrete Superstructure, STA | | | 186+70, (APPROX. 199 CU YD) | | | 0220 510E000 523.000 SQYD| 6.00000 3138.00| 4.13000 2159.99| 4.00000 2092.00 Grooving Concrete Bridge Decks | | | 0230 511A001 26.000 EACH| 200.00000 5200.00| 75.00000 1950.00| 100.00000 2600.00 Elastomeric Bearings, Type 2 | | | 0240 513B003 262.000 LF | 60.00000 15720.00| 55.00000 14410.00| 55.00000 14410.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0250 513B017 648.000 LF | 125.00000 81000.00| 120.00000 77760.00| 120.00000 77760.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0260 600A000 LUMP| 77321.00000 77321.00| 94000.00000 94000.00| 82000.00000 82000.00 Mobilization | | | 0270 610C001 700.000 TON | 26.00000 18200.00| 24.15000 16905.00| 25.00000 17500.00 Loose Riprap, Class 2 | | | 0280 610D002 700.000 SQYD| 2.00000 1400.00| 2.06000 1442.00| 1.00000 700.00 Filter Blanket, Geotextile (Non-Woven) | | | 0290 630A021 1000.000 LF | 11.00000 11000.00| 11.00000 11000.00| 12.00000 12000.00 Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | 0300 630C003 4.000 EACH| 925.00000 3700.00| 925.00000 3700.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020823034 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 03001 |( 3 ) 06001 |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC |F & W CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 630C070 4.000 EACH| 1175.00000 4700.00| 1175.00000 4700.00| 1250.00000 5000.00 Guardrail End Anchor, Type 10 Series | | | 0320 650A000 85.000 CUYD| 15.00000 1275.00| 15.15000 1287.75| 15.00000 1275.00 Topsoil | | | 0330 652A061 2.000 ACRE| 600.00000 1200.00| 472.50000 945.00| 490.00000 980.00 Seeding (Mix 3E) | | | 0340 656A000 1.000 ACRE| 600.00000 600.00| 420.00000 420.00| 440.00000 440.00 Mulching, Class A, Type 1 | | | 0350 656A001 1.000 ACRE| 600.00000 600.00| 420.00000 420.00| 490.00000 490.00 Mulching, Class A, Type 2 | | | 0360 665F000 100.000 EACH| 6.00000 600.00| 6.30000 630.00| 4.00000 400.00 Hay Bales | | | 0370 665J000 400.000 LF | 4.00000 1600.00| 3.05000 1220.00| 3.47000 1388.00 Silt Fence, Type A | | | 0380 680A000 LUMP| 5000.00000 5000.00| 8107.95000 8107.95| 10000.00000 10000.00 Engineering Controls | | | 0390 701A031 1.000 MILE| 1200.00000 1200.00| 1200.00000 1200.00| 150.00000 150.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0400 701A035 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 200.00000 200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0410 701A045 1.000 MILE| 850.00000 850.00| 850.00000 850.00| 100.00000 100.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0420 740B000 357.000 SQFT| 8.00000 2856.00| 7.95000 2838.15| 10.00000 3570.00 Construction Signs | | | 0430 740D000 20.000 EACH| 65.00000 1300.00| 58.30000 1166.00| 75.00000 1500.00 Channelizing Drums | | | 0440 740E000 20.000 EACH| 1.00000 20.00| 10.18000 203.60| 25.00000 500.00 Cones (36 Inches High) | | | 0450 740F002 8.000 EACH| 200.00000 1600.00| 164.30000 1314.40| 200.00000 1600.00 Barricades, Type III | | | 0460 740I005 6.000 EACH| 500.00000 3000.00| 296.80000 1780.80| 200.00000 1200.00 Warning Lights, Type B (Detachable Head | | | 0470 740M001 20.000 EACH| 1.00000 20.00| 6.36000 127.20| 25.00000 500.00 Ballast For Cone | | | SECTION TOTALS | $ 762,882.30| $ 788,653.11| $ 835,551.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 762,882.30| $ 788,653.11| $ 835,551.30 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020823034 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( ) |( ) |MURPHREE BRIDGE CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 10400.00000 10400.00| | Clearing & Grubbing (Approximately (4.0 | | | ACRES) | | | 0020 206A000 LUMP| 50000.00000 50000.00| | Removal Of Old Bridge, Station 186+86.3 | | | 0030 210A000 573.000 CUYD| 4.50000 2578.50| | Unclassified Excavation | | | 0040 210D000 16335.000 CUYD| 4.60000 75141.00| | Borrow Excavation | | | 0050 230A000 23.000 RBST| 200.00000 4600.00| | Roadbed Processing | | | 0060 301A072 7150.000 SQYD| 2.50000 17875.00| | Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0070 401A000 5362.000 SQYD| 0.40000 2144.80| | Bituminous Treatment A | | | 0080 405A000 340.000 GAL | 2.20000 748.00| | Tack Coat | | | 0090 429A241 421.000 TON | 48.00000 20208.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0100 429B241 562.000 TON | 46.00000 25852.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0110 502A000 62900.000 LB | 0.50000 31450.00| | Steel Reinforcement | | | 0120 502B000 LUMP| 21800.00000 21800.00| | Steel Reinforcement For Bridge | | | Superstructure, , STA 186+70, (APPROX. | | | 43600 LBS) | | | 0130 505G003 12.000 EACH| 65.00000 780.00| | Pile Points (Type A, 12") | | | 0140 505M002 329.000 LF | 10.00000 3290.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020823034 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( ) |( ) |MURPHREE BRIDGE CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 506A000 212.000 LF | 248.00000 52576.00| | Drilled Shaft Excavation, 4'-6" Diamete | | | 0160 506C043 228.000 LF | 75.00000 17100.00| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0170 506F001 60.000 LF | 137.00000 8220.00| | Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0180 506G003 4.000 EACH| 2500.00000 10000.00| | Crosshole Sonic Logging, 4'-6" Diameter | | | 0190 508A000 4970.000 LB | 2.75000 13667.50| | Structural Steel | | | 0200 510A000 82.000 CUYD| 760.00000 62320.00| | Bridge Substructure Concrete, Class A | | | 0210 510C051 LUMP| 152000.00000 152000.00| | Bridge Concrete Superstructure, STA | | | 186+70, (APPROX. 199 CU YD) | | | 0220 510E000 523.000 SQYD| 3.90000 2039.70| | Grooving Concrete Bridge Decks | | | 0230 511A001 26.000 EACH| 100.00000 2600.00| | Elastomeric Bearings, Type 2 | | | 0240 513B003 262.000 LF | 80.00000 20960.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0250 513B017 648.000 LF | 125.00000 81000.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-72 (Specialty Item) | | | 0260 600A000 LUMP| 106085.41000 106085.41| | Mobilization | | | 0270 610C001 700.000 TON | 25.00000 17500.00| | Loose Riprap, Class 2 | | | 0280 610D002 700.000 SQYD| 2.20000 1540.00| | Filter Blanket, Geotextile (Non-Woven) | | | 0290 630A021 1000.000 LF | 11.00000 11000.00| | Steel Beam Guardrail, Class A, Type | | | 2(Steel Post) | | | 0300 630C003 4.000 EACH| 925.00000 3700.00| | Guardrail End Anchor, Type 13 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20020823034 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( ) |( ) |MURPHREE BRIDGE CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 630C070 4.000 EACH| 1175.00000 4700.00| | Guardrail End Anchor, Type 10 Series | | | 0320 650A000 85.000 CUYD| 15.00000 1275.00| | Topsoil | | | 0330 652A061 2.000 ACRE| 490.00000 980.00| | Seeding (Mix 3E) | | | 0340 656A000 1.000 ACRE| 440.00000 440.00| | Mulching, Class A, Type 1 | | | 0350 656A001 1.000 ACRE| 490.00000 490.00| | Mulching, Class A, Type 2 | | | 0360 665F000 100.000 EACH| 4.00000 400.00| | Hay Bales | | | 0370 665J000 400.000 LF | 3.47000 1388.00| | Silt Fence, Type A | | | 0380 680A000 LUMP| 6000.00000 6000.00| | Engineering Controls | | | 0390 701A031 1.000 MILE| 1200.00000 1200.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0400 701A035 1.000 MILE| 1500.00000 1500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0410 701A045 1.000 MILE| 850.00000 850.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0420 740B000 357.000 SQFT| 7.50000 2677.50| | Construction Signs | | | 0430 740D000 20.000 EACH| 55.00000 1100.00| | Channelizing Drums | | | 0440 740E000 20.000 EACH| 10.00000 200.00| | Cones (36 Inches High) | | | 0450 740F002 8.000 EACH| 155.00000 1240.00| | Barricades, Type III | | | 0460 740I005 6.000 EACH| 280.00000 1680.00| | Warning Lights, Type B (Detachable Head | | | 0470 740M001 20.000 EACH| 7.00000 140.00| | Ballast For Cone | | | SECTION TOTALS | $ 855,436.41| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 855,436.41| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20020823035 COUNTIES : CALHOUN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 150 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-0801(200) for constructing the Bridge Replacement and Approaches on Peeks Hill Road at Ohatchee Creek northeast of Ohatchee. Length 0.283 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 828,352.35 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 870,393.50 105.0753% 3 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 993,829.98 119.9767% 4 13036 THE MORRIS GROUP, INC. $ 1,097,176.00 132.4528% 5 19007 SCOTT BRIDGE COMPANY, INC. $ 1,131,890.10 136.6436% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020823035 COUNTIES : CALHOUN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 03001 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |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 201A000 LUMP| 7000.00000 7000.00| 20000.00000 20000.00| 75000.00000 75000.00 Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 75000.00000 75000.00 Removal Of Old Bridge, Station 16+37.99 | | | 0030 210A000 994.000 CUYD| 4.50000 4473.00| 5.50000 5467.00| 8.11000 8061.34 Unclassified Excavation | | | 0040 210D001 7701.000 CUYD| 4.50000 34654.50| 7.00000 53907.00| 7.11000 54754.11 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 215A000 265.000 CUYD| 10.00000 2650.00| 8.00000 2120.00| 9.72000 2575.80 Unclassified Bridge Excavation | | | 0060 215B000 LUMP| 0.00000 0.00| 50000.00000 50000.00| 42212.77000 42212.77 Cofferdams Or Sheeting And Shoring | | | Station 15+75.00 | | | 0070 230A000 13.000 RBST| 751.25000 9766.25| 751.50000 9769.50| 625.00000 8125.00 Roadbed Processing | | | 0080 301A012 2194.000 SQYD| 7.78000 17069.32| 8.50000 18649.00| 6.81000 14941.14 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2194.000 SQYD| 0.71000 1557.74| 1.00000 2194.00| 0.50000 1097.00 Bituminous Treatment A | | | 0100 405A000 66.000 GAL | 1.18000 77.88| 1.25000 82.50| 2.25000 148.50 Tack Coat | | | 0110 424A340 184.000 TON | 53.89000 9915.76| 55.00000 10120.00| 58.65000 10791.60 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 366.000 TON | 43.65000 15975.90| 45.50000 16653.00| 41.31000 15119.46 Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 111.000 TON | 20.00000 2220.00| 45.00000 4995.00| 18.74000 2080.14 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020823035 COUNTIES : CALHOUN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 03001 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 450B000 90.000 SQYD| 65.00000 5850.00| 70.00000 6300.00| 70.08000 6307.20 Reinforced Cement Concrete Bridge End | | | Slab | | | 0150 502A000 29800.000 LB | 0.50000 14900.00| 0.50000 14900.00| 0.39000 11622.00 Steel Reinforcement | | | 0160 502B000 LUMP| 36000.00000 36000.00| 36000.00000 36000.00| 29415.01000 29415.01 Steel Reinforcement For Bridge | | | Superstructure, Sta 15+75.00, Approx | | | 72000 lbs | | | 0170 505G003 74.000 EACH| 130.00000 9620.00| 110.00000 8140.00| 103.34000 7647.16 Pile Points (Type A, 12") | | | 0180 505M002 1630.000 LF | 18.00000 29340.00| 22.00000 35860.00| 22.43000 36560.90 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0190 508A000 5800.000 LB | 2.00000 11600.00| 3.00000 17400.00| 2.33000 13514.00 Structural Steel | | | 0200 510A000 228.000 CUYD| 280.00000 63840.00| 285.00000 64980.00| 424.48000 96781.44 Bridge Substructure Concrete, Class A | | | 0210 510C001 LUMP| 143000.00000 143000.00| 143925.00000 143925.00| 143351.21000 143351.21 Bridge Concrete Superstructure Sta | | | 15+75.00, Approx 303 cu yd | | | 0220 510E000 822.000 SQYD| 3.50000 2877.00| 6.00000 4932.00| 3.01000 2474.22 Grooving Concrete Bridge Decks | | | 0230 511A001 32.000 EACH| 150.00000 4800.00| 100.00000 3200.00| 86.40000 2764.80 Elastomeric Bearings, Type 2 | | | 0240 513B005 828.000 LF | 110.00000 91080.00| 100.00000 82800.00| 84.19000 69709.32 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0250 513B015 398.000 LF | 140.00000 55720.00| 115.00000 45770.00| 98.91000 39366.18 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0260 535A002 28.000 LF | 22.00000 616.00| 35.00000 980.00| 38.77000 1085.56 24" Side Drain Pipe | | | 0270 535A006 28.000 LF | 49.00000 1372.00| 60.00000 1680.00| 55.36000 1550.08 48" Side Drain Pipe | | | 0280 600A000 LUMP| 93232.25000 93232.25| 20000.00000 20000.00| 95000.00000 95000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 035 -4 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020823035 COUNTIES : CALHOUN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 03001 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 602A000 28.000 EACH| 150.00000 4200.00| 60.00000 1680.00| 91.71000 2567.88 Right Of Way Markers | | | 0300 610C001 2469.000 TON | 22.00000 54318.00| 28.00000 69132.00| 21.75000 53700.75 Loose Riprap, Class 2 | | | 0310 610D003 1949.000 SQYD| 2.00000 3898.00| 4.50000 8770.50| 1.36000 2650.64 Filter Blanket, Geotextile | | | 0320 619A102 2.000 EACH| 750.00000 1500.00| 350.00000 700.00| 650.00000 1300.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619A106 2.000 EACH| 1100.00000 2200.00| 400.00000 800.00| 1100.00000 2200.00 48" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 630A001 750.000 LF | 10.10000 7575.00| 12.00000 9000.00| 10.10000 7575.00 Steel Beam Guardrail, Class A, Type 2 | | | 0350 630C003 4.000 EACH| 985.00000 3940.00| 1100.00000 4400.00| 985.00000 3940.00 Guardrail End Anchor, Type 13 | | | 0360 630C070 6.000 EACH| 1050.00000 6300.00| 1250.00000 7500.00| 1050.00000 6300.00 Guardrail End Anchor, Type 10 Series | | | 0370 636A002 1431.000 LF | 5.75000 8228.25| 6.00000 8586.00| 8.00000 11448.00 Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0380 650A000 893.000 CUYD| 5.50000 4911.50| 9.00000 8037.00| 7.72000 6893.96 Topsoil | | | 0390 650B000 250.000 CUYD| 8.00000 2000.00| 5.00000 1250.00| 6.53000 1632.50 Topsoil From Stockpiles | | | 0400 652A053 2.000 ACRE| 800.00000 1600.00| 850.00000 1700.00| 477.00000 954.00 Seeding (Mix 1E) | | | 0410 656A000 2.000 ACRE| 750.00000 1500.00| 850.00000 1700.00| 424.00000 848.00 Mulching, Class A, Type 1 | | | 0420 665F000 100.000 EACH| 5.00000 500.00| 6.50000 650.00| 6.36000 636.00 Hay Bales | | | 0430 665J000 300.000 LF | 5.00000 1500.00| 6.00000 1800.00| 3.07000 921.00 Silt Fence, Type A | | | 0440 680A000 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 12745.72000 12745.72 Engineering Controls | | | 0450 701A031 1.000 MILE| 2000.00000 2000.00| 2300.00000 2300.00| 2000.00000 2000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 035 -5 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020823035 COUNTIES : CALHOUN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 16032 |( 3 ) 03001 |ALABAMA BRIDGE BUILDERS, IN |PRICHARD CONSTRUCTION COMPA |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 701A035 1.000 MILE| 2500.00000 2500.00| 2300.00000 2300.00| 2000.00000 2000.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0470 701C001 1.000 MILE| 500.00000 500.00| 1000.00000 1000.00| 650.00000 650.00 Solid Temporary Traffic Stripe | | | 0480 705A037 38.000 EACH| 10.00000 380.00| 12.00000 456.00| 10.00000 380.00 Pavement Markers, Class A-H, Type 2-D | | | 0490 740B000 307.000 SQFT| 10.00000 3070.00| 12.00000 3684.00| 7.69000 2360.83 Construction Signs | | | 0500 740C000 27.000 SQFT| 12.00000 324.00| 12.00000 324.00| 8.48000 228.96 Special Construction Signs | | | 0510 740F002 8.000 EACH| 300.00000 2400.00| 300.00000 2400.00| 164.30000 1314.40 Barricades, Type III | | | 0520 740I005 4.000 EACH| 450.00000 1800.00| 350.00000 1400.00| 381.60000 1526.40 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 828,352.35| $ 870,393.50| $ 993,829.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 828,352.35| $ 870,393.50| $ 993,829.98 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 035 -6 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020823035 COUNTIES : CALHOUN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13036 |( 5 ) 19007 |( ) |THE MORRIS GROUP, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 35000.00000 35000.00| 60000.00000 60000.00| Clearing & Grubbing (Approximately 3 | | | Acres) | | | 0020 206A000 LUMP| 65000.00000 65000.00| 40000.00000 40000.00| Removal Of Old Bridge, Station 16+37.99 | | | 0030 210A000 994.000 CUYD| 10.00000 9940.00| 8.00000 7952.00| Unclassified Excavation | | | 0040 210D001 7701.000 CUYD| 9.00000 69309.00| 10.00000 77010.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0050 215A000 265.000 CUYD| 30.00000 7950.00| 23.00000 6095.00| Unclassified Bridge Excavation | | | 0060 215B000 LUMP| 6000.00000 6000.00| 33000.00000 33000.00| Cofferdams Or Sheeting And Shoring | | | Station 15+75.00 | | | 0070 230A000 13.000 RBST| 550.00000 7150.00| 751.25000 9766.25| Roadbed Processing | | | 0080 301A012 2194.000 SQYD| 6.50000 14261.00| 7.78000 17069.32| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2194.000 SQYD| 1.00000 2194.00| 0.71000 1557.74| Bituminous Treatment A | | | 0100 405A000 66.000 GAL | 5.00000 330.00| 1.18000 77.88| Tack Coat | | | 0110 424A340 184.000 TON | 75.00000 13800.00| 53.89000 9915.76| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0120 424B637 366.000 TON | 65.00000 23790.00| 43.65000 15975.90| Superpave Bituminous Concrete Upper | | | Binder Layer 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 430B043 111.000 TON | 15.00000 1665.00| 40.00000 4440.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 035 -7 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020823035 COUNTIES : CALHOUN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13036 |( 5 ) 19007 |( ) |THE MORRIS GROUP, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 450B000 90.000 SQYD| 44.00000 3960.00| 85.00000 7650.00| Reinforced Cement Concrete Bridge End | | | Slab | | | 0150 502A000 29800.000 LB | 0.50000 14900.00| 0.55000 16390.00| Steel Reinforcement | | | 0160 502B000 LUMP| 43200.00000 43200.00| 41000.00000 41000.00| Steel Reinforcement For Bridge | | | Superstructure, Sta 15+75.00, Approx | | | 72000 lbs | | | 0170 505G003 74.000 EACH| 75.00000 5550.00| 90.00000 6660.00| Pile Points (Type A, 12") | | | 0180 505M002 1630.000 LF | 25.00000 40750.00| 34.00000 55420.00| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0190 508A000 5800.000 LB | 2.00000 11600.00| 3.50000 20300.00| Structural Steel | | | 0200 510A000 228.000 CUYD| 500.00000 114000.00| 450.00000 102600.00| Bridge Substructure Concrete, Class A | | | 0210 510C001 LUMP| 172000.00000 172000.00| 192000.00000 192000.00| Bridge Concrete Superstructure Sta | | | 15+75.00, Approx 303 cu yd | | | 0220 510E000 822.000 SQYD| 3.00000 2466.00| 5.00000 4110.00| Grooving Concrete Bridge Decks | | | 0230 511A001 32.000 EACH| 200.00000 6400.00| 153.00000 4896.00| Elastomeric Bearings, Type 2 | | | 0240 513B005 828.000 LF | 110.00000 91080.00| 110.00000 91080.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0250 513B015 398.000 LF | 125.00000 49750.00| 137.00000 54526.00| Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | 0260 535A002 28.000 LF | 30.00000 840.00| 25.00000 700.00| 24" Side Drain Pipe | | | 0270 535A006 28.000 LF | 60.00000 1680.00| 50.00000 1400.00| 48" Side Drain Pipe | | | 0280 600A000 LUMP| 135000.00000 135000.00| 110000.00000 110000.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 035 -8 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020823035 COUNTIES : CALHOUN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13036 |( 5 ) 19007 |( ) |THE MORRIS GROUP, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 602A000 28.000 EACH| 100.00000 2800.00| 100.00000 2800.00| Right Of Way Markers | | | 0300 610C001 2469.000 TON | 19.00000 46911.00| 25.00000 61725.00| Loose Riprap, Class 2 | | | 0310 610D003 1949.000 SQYD| 2.00000 3898.00| 2.50000 4872.50| Filter Blanket, Geotextile | | | 0320 619A102 2.000 EACH| 450.00000 900.00| 400.00000 800.00| 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0330 619A106 2.000 EACH| 700.00000 1400.00| 800.00000 1600.00| 48" Side Drain Pipe End Treatment, | | | Class 1 | | | 0340 630A001 750.000 LF | 10.10000 7575.00| 11.00000 8250.00| Steel Beam Guardrail, Class A, Type 2 | | | 0350 630C003 4.000 EACH| 985.00000 3940.00| 985.00000 3940.00| Guardrail End Anchor, Type 13 | | | 0360 630C070 6.000 EACH| 1050.00000 6300.00| 1175.00000 7050.00| Guardrail End Anchor, Type 10 Series | | | 0370 636A002 1431.000 LF | 8.00000 11448.00| 8.00000 11448.00| Barbed Wire Fence, 5 Strands, 5 Feet | | | High | | | 0380 650A000 893.000 CUYD| 7.50000 6697.50| 8.00000 7144.00| Topsoil | | | 0390 650B000 250.000 CUYD| 4.00000 1000.00| 8.00000 2000.00| Topsoil From Stockpiles | | | 0400 652A053 2.000 ACRE| 475.00000 950.00| 450.00000 900.00| Seeding (Mix 1E) | | | 0410 656A000 2.000 ACRE| 420.00000 840.00| 400.00000 800.00| Mulching, Class A, Type 1 | | | 0420 665F000 100.000 EACH| 7.00000 700.00| 6.00000 600.00| Hay Bales | | | 0430 665J000 300.000 LF | 3.00000 900.00| 2.90000 870.00| Silt Fence, Type A | | | 0440 680A000 LUMP| 40000.00000 40000.00| 15000.00000 15000.00| Engineering Controls | | | 0450 701A031 1.000 MILE| 2100.00000 2100.00| 2000.00000 2000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 035 -9 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20020823035 COUNTIES : CALHOUN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13036 |( 5 ) 19007 |( ) |THE MORRIS GROUP, INC. |SCOTT BRIDGE COMPANY, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0460 701A035 1.000 MILE| 2100.00000 2100.00| 2000.00000 2000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0470 701C001 1.000 MILE| 700.00000 700.00| 650.00000 650.00| Solid Temporary Traffic Stripe | | | 0480 705A037 38.000 EACH| 10.50000 399.00| 10.00000 380.00| Pavement Markers, Class A-H, Type 2-D | | | 0490 740B000 307.000 SQFT| 8.00000 2456.00| 7.75000 2379.25| Construction Signs | | | 0500 740C000 27.000 SQFT| 9.50000 256.50| 8.50000 229.50| Special Construction Signs | | | 0510 740F002 8.000 EACH| 245.00000 1960.00| 165.00000 1320.00| Barricades, Type III | | | 0520 740I005 4.000 EACH| 345.00000 1380.00| 385.00000 1540.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,097,176.00| $ 1,131,890.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,097,176.00| $ 1,131,890.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 036 -1 VENDOR RANKING CALL ORDER : 036 CONTRACT ID : 20020823036 COUNTIES : CALHOUN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0819(200) for constructing the Resurfacing and Traffic Stripe on C.R.#19 (Roy Webb Road) from S.R.#21 north of Jacksonville to Foster West Road. Length 4.096 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 435,798.00 100.0000% 2 01018 APAC-ALABAMA, INC. $ 454,414.06 104.2717% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 036 -2 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020823036 COUNTIES : CALHOUN LETTING DATE : 08/23/02 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 206D001 228.000 LF | 2.00000 456.00| 2.06000 469.68| Removing Guardrail | | | 0020 401B108 57600.000 SQYD| 0.60000 34560.00| 0.68000 39168.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 3556.000 GAL | 0.00000 0.00| 0.83000 2951.48| Tack Coat | | | 0040 424A340 3343.000 TON | 32.00000 106976.00| 34.82000 116403.26| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 150.000 TON | 32.00000 4800.00| 47.54000 7131.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B636 6336.000 TON | 27.50000 174240.00| 31.98000 202625.28| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0070 424B640 75.000 TON | 65.00000 4875.00| 60.64000 4548.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 430B043 1600.000 TON | 14.00000 22400.00| 14.88000 23808.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0090 600A000 LUMP| 35195.00000 35195.00| 2634.17000 2634.17| Mobilization | | | 0100 630A001 396.000 LF | 16.50000 6534.00| 17.00000 6732.00| Steel Beam Guardrail, Class A, Type 2 | | | 0110 630A004 60.000 LF | 28.50000 1710.00| 29.36000 1761.60| Steel Beam Guardrail, Class B, Type 2 | | | 0120 630C050 4.000 EACH| 1250.00000 5000.00| 1287.50000 5150.00| Guardrail End Anchor, Type 20 Series | | | 0130 630C070 4.000 EACH| 1100.00000 4400.00| 1133.00000 4532.00| Guardrail End Anchor, Type 10 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 036 -3 TABULATION OF BIDS CALL ORDER : 036 CONTRACT ID : 20020823036 COUNTIES : CALHOUN LETTING DATE : 08/23/02 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 701A031 9.000 MILE| 970.00000 8730.00| 999.10000 8991.90| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0150 701A035 7.000 MILE| 1060.00000 7420.00| 1091.80000 7642.60| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701A045 2.000 MILE| 650.00000 1300.00| 669.50000 1339.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701C000 6.000 MILE| 300.00000 1800.00| 309.00000 1854.00| Broken Temporary Traffic Stripe | | | 0180 701C001 21.000 MILE| 320.00000 6720.00| 329.60000 6921.60| Solid Temporary Traffic Stripe | | | 0190 703A002 200.000 SQFT| 1.80000 360.00| 1.85000 370.00| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 100.000 SQFT| 2.80000 280.00| 2.88000 288.00| Traffic Control Legends, Class 2, Type | | | 0210 705A032 140.000 EACH| 4.80000 672.00| 4.94000 691.60| Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 400.000 EACH| 5.00000 2000.00| 5.15000 2060.00| Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 227.000 SQFT| 10.00000 2270.00| 7.47000 1695.69| Construction Signs | | | 0240 740E000 50.000 EACH| 1.00000 50.00| 10.82000 541.00| Cones (36 Inches High) | | | 0250 740M001 50.000 EACH| 1.00000 50.00| 6.70000 335.00| Ballast For Cone | | | 0260 740O000 1.000 EACH| 3000.00000 3000.00| 3769.20000 3769.20| Pilot Car | | | SECTION TOTALS | $ 435,798.00| $ 454,414.06| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 435,798.00| $ 454,414.06| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 037 -1 VENDOR RANKING CALL ORDER : 037 CONTRACT ID : 20020823037 COUNTIES : CHILTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 120 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1100(204) for constructing the Bridge Replacement and Approaches on C.R.#43 over Yellow Leaf Creek east of Thorsby. Length - 0.166 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01007 ALABAMA BRIDGE BUILDERS, INC. $ 543,439.90 100.0000% 2 14008 NEWELL & BUSH, INC. $ 558,619.05 102.7932% 3 16032 PRICHARD CONSTRUCTION COMPANY $ 596,941.65 109.8450% 4 13099 MCINNIS, LLC $ 600,345.80 110.4714% 5 13036 THE MORRIS GROUP, INC. $ 655,833.90 120.6820% 6 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 698,269.85 128.4907% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 037 -2 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020823037 COUNTIES : CHILTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 14008 |( 3 ) 16032 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 2500.00000 2500.00| 25000.00000 25000.00| 12000.00000 12000.00 Clearing & Grubbing (Approximately 0.16 | | | ACRES) | | | 0020 206A000 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 25000.00000 25000.00 Removal Of Old Bridge, Station 6+72.66 | | | 0030 206D011 334.000 LF | 2.50000 835.00| 5.00000 1670.00| 5.00000 1670.00 Removing Fence | | | 0040 210A000 444.000 CUYD| 4.50000 1998.00| 8.35000 3707.40| 5.00000 2220.00 Unclassified Excavation | | | 0050 210D020 3730.000 CUYD| 5.00000 18650.00| 8.35000 31145.50| 8.00000 29840.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0060 230A000 7.000 RBST| 860.00000 6020.00| 890.00000 6230.00| 500.00000 3500.00 Roadbed Processing | | | 0070 301A012 1712.000 SQYD| 7.90000 13524.80| 8.25000 14124.00| 7.00000 11984.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1641.000 SQYD| 0.60000 984.60| 0.65000 1066.65| 0.65000 1066.65 Bituminous Treatment A | | | 0090 405A000 50.000 GAL | 1.00000 50.00| 1.05000 52.50| 1.28000 64.00 Tack Coat | | | 0100 429A020 146.000 TON | 65.00000 9490.00| 87.00000 12702.00| 50.00000 7300.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 235.000 TON | 55.00000 12925.00| 57.00000 13395.00| 40.00000 9400.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 502A000 52900.000 LB | 0.50000 26450.00| 0.49000 25921.00| 0.50000 26450.00 Steel Reinforcement | | | 0130 502B000 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 28250.00000 28250.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 6+60, APPROX. | | | 56500 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 037 -3 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020823037 COUNTIES : CHILTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 14008 |( 3 ) 16032 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506A008 82.000 LF | 183.00000 15006.00| 187.00000 15334.00| 199.00000 16318.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0150 506B003 80.000 LF | 450.00000 36000.00| 475.00000 38000.00| 550.00000 44000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0160 506C042 162.000 LF | 73.00000 11826.00| 75.00000 12150.00| 110.00000 17820.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0170 506G002 8.000 EACH| 1.00000 8.00| 505.00000 4040.00| 600.00000 4800.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0180 508A000 4085.000 LB | 2.00000 8170.00| 3.00000 12255.00| 3.00000 12255.00 Structural Steel | | | 0190 510A000 108.000 CUYD| 300.00000 32400.00| 365.00000 39420.00| 300.00000 32400.00 Bridge Substructure Concrete, Class A | | | 0200 510C051 LUMP| 100000.00000 100000.00| 60000.00000 60000.00| 110500.00000 110500.00 Bridge Concrete Superstructure, STA. | | | 6+60.00, APPROX. 221 CU YDS | | | 0210 510E000 635.000 SQYD| 4.50000 2857.50| 4.00000 2540.00| 5.00000 3175.00 Grooving Concrete Bridge Decks | | | 0220 511A001 24.000 EACH| 150.00000 3600.00| 98.50000 2364.00| 110.00000 2640.00 Elastomeric Bearings, Type 2 | | | 0230 513B005 946.000 LF | 115.00000 108790.00| 85.00000 80410.00| 100.00000 94600.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0240 600A000 LUMP| 14500.00000 14500.00| 30000.00000 30000.00| 25000.00000 25000.00 Mobilization | | | 0250 610C001 1077.000 TON | 20.00000 21540.00| 21.00000 22617.00| 28.00000 30156.00 Loose Riprap, Class 2 | | | 0260 610D000 850.000 SQYD| 2.00000 1700.00| 3.00000 2550.00| 3.00000 2550.00 Filter Blanket | | | 0270 630C003 4.000 EACH| 1200.00000 4800.00| 1250.00000 5000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1250.00000 5000.00| 1250.00000 5000.00| 1350.00000 5400.00 Guardrail End Anchor, Type 20 Series | | | 0290 636A004 450.000 LF | 6.00000 2700.00| 8.25000 3712.50| 6.00000 2700.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Posts) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 037 -4 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020823037 COUNTIES : CHILTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01007 |( 2 ) 14008 |( 3 ) 16032 |ALABAMA BRIDGE BUILDERS, IN |NEWELL & BUSH, INC. |PRICHARD CONSTRUCTION COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 650A000 35.000 CUYD| 12.50000 437.50| 20.00000 700.00| 10.00000 350.00 Topsoil | | | 0310 650B000 230.000 CUYD| 7.50000 1725.00| 17.50000 4025.00| 6.00000 1380.00 Topsoil From Stockpiles | | | 0320 652A056 1.000 ACRE| 600.00000 600.00| 470.00000 470.00| 850.00000 850.00 Seeding (Mix 2E) | | | 0330 656A001 1.000 ACRE| 600.00000 600.00| 470.00000 470.00| 850.00000 850.00 Mulching, Class A, Type 2 | | | 0340 665F000 220.000 EACH| 5.00000 1100.00| 7.50000 1650.00| 6.00000 1320.00 Hay Bales | | | 0350 665J000 1025.000 LF | 2.50000 2562.50| 4.50000 4612.50| 5.00000 5125.00 Silt Fence, Type A | | | 0360 680A000 LUMP| 7500.00000 7500.00| 4000.00000 4000.00| 8000.00000 8000.00 Engineering Controls | | | 0370 701A004 1.000 MILE| 350.00000 350.00| 400.00000 400.00| 2300.00000 2300.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0380 701A012 1.000 MILE| 350.00000 350.00| 400.00000 400.00| 2300.00000 2300.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0390 701C001 1.000 MILE| 350.00000 350.00| 400.00000 400.00| 800.00000 800.00 Solid Temporary Traffic Stripe | | | 0400 740B000 159.000 SQFT| 10.00000 1590.00| 15.00000 2385.00| 12.00000 1908.00 Construction Signs | | | 0410 740F002 10.000 EACH| 325.00000 3250.00| 300.00000 3000.00| 300.00000 3000.00 Barricades, Type III | | | 0420 740I005 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 350.00000 700.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 543,439.90| $ 558,619.05| $ 596,941.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 543,439.90| $ 558,619.05| $ 596,941.65 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 037 -5 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020823037 COUNTIES : CHILTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 13036 |( 6 ) 14005 |MCINNIS, LLC |THE MORRIS GROUP, INC. |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 19000.00000 19000.00| 9500.00000 9500.00| 5000.00000 5000.00 Clearing & Grubbing (Approximately 0.16 | | | ACRES) | | | 0020 206A000 LUMP| 35000.00000 35000.00| 18000.00000 18000.00| 70000.00000 70000.00 Removal Of Old Bridge, Station 6+72.66 | | | 0030 206D011 334.000 LF | 1.00000 334.00| 1.50000 501.00| 1.25000 417.50 Removing Fence | | | 0040 210A000 444.000 CUYD| 5.25000 2331.00| 5.50000 2442.00| 4.00000 1776.00 Unclassified Excavation | | | 0050 210D020 3730.000 CUYD| 6.80000 25364.00| 13.50000 50355.00| 7.50000 27975.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A2 or Better) | | | 0060 230A000 7.000 RBST| 400.00000 2800.00| 860.00000 6020.00| 400.00000 2800.00 Roadbed Processing | | | 0070 301A012 1712.000 SQYD| 4.00000 6848.00| 7.90000 13524.80| 7.25000 12412.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1641.000 SQYD| 0.80000 1312.80| 0.60000 984.60| 0.60000 984.60 Bituminous Treatment A | | | 0090 405A000 50.000 GAL | 1.00000 50.00| 1.00000 50.00| 1.00000 50.00 Tack Coat | | | 0100 429A020 146.000 TON | 76.00000 11096.00| 65.00000 9490.00| 65.00000 9490.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 235.000 TON | 62.00000 14570.00| 55.00000 12925.00| 55.00000 12925.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 502A000 52900.000 LB | 0.50000 26450.00| 0.50000 26450.00| 0.65000 34385.00 Steel Reinforcement | | | 0130 502B000 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 36725.00000 36725.00 Steel Reinforcement For Bridge | | | Superstructure, STA. 6+60, APPROX. | | | 56500 LBS. | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 037 -6 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020823037 COUNTIES : CHILTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 13036 |( 6 ) 14005 |MCINNIS, LLC |THE MORRIS GROUP, INC. |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506A008 82.000 LF | 183.00000 15006.00| 194.00000 15908.00| 183.00000 15006.00 Drilled Shaft Excavation, 4'-0" Diamete | | | 0150 506B003 80.000 LF | 450.00000 36000.00| 477.00000 38160.00| 450.00000 36000.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0160 506C042 162.000 LF | 73.00000 11826.00| 77.00000 12474.00| 73.00000 11826.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0170 506G002 8.000 EACH| 500.00000 4000.00| 530.00000 4240.00| 500.00000 4000.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0180 508A000 4085.000 LB | 5.00000 20425.00| 2.00000 8170.00| 4.00000 16340.00 Structural Steel | | | 0190 510A000 108.000 CUYD| 400.00000 43200.00| 460.00000 49680.00| 500.00000 54000.00 Bridge Substructure Concrete, Class A | | | 0200 510C051 LUMP| 80000.00000 80000.00| 96000.00000 96000.00| 110500.00000 110500.00 Bridge Concrete Superstructure, STA. | | | 6+60.00, APPROX. 221 CU YDS | | | 0210 510E000 635.000 SQYD| 5.00000 3175.00| 5.00000 3175.00| 3.25000 2063.75 Grooving Concrete Bridge Decks | | | 0220 511A001 24.000 EACH| 200.00000 4800.00| 250.00000 6000.00| 150.00000 3600.00 Elastomeric Bearings, Type 2 | | | 0230 513B005 946.000 LF | 100.00000 94600.00| 100.00000 94600.00| 125.00000 118250.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0240 600A000 LUMP| 55500.00000 55500.00| 78000.00000 78000.00| 55000.00000 55000.00 Mobilization | | | 0250 610C001 1077.000 TON | 18.00000 19386.00| 25.00000 26925.00| 17.00000 18309.00 Loose Riprap, Class 2 | | | 0260 610D000 850.000 SQYD| 2.00000 1700.00| 2.70000 2295.00| 5.00000 4250.00 Filter Blanket | | | 0270 630C003 4.000 EACH| 1200.00000 4800.00| 960.00000 3840.00| 1100.00000 4400.00 Guardrail End Anchor, Type 13 | | | 0280 630C050 4.000 EACH| 1250.00000 5000.00| 1450.00000 5800.00| 1725.00000 6900.00 Guardrail End Anchor, Type 20 Series | | | 0290 636A004 450.000 LF | 8.00000 3600.00| 8.00000 3600.00| 4.50000 2025.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High (Metal Posts) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 037 -7 TABULATION OF BIDS CALL ORDER : 037 CONTRACT ID : 20020823037 COUNTIES : CHILTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13099 |( 5 ) 13036 |( 6 ) 14005 |MCINNIS, LLC |THE MORRIS GROUP, INC. |G. W. NORRELL CONTRACTING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 650A000 35.000 CUYD| 10.00000 350.00| 10.00000 350.00| 12.00000 420.00 Topsoil | | | 0310 650B000 230.000 CUYD| 7.00000 1610.00| 4.00000 920.00| 5.00000 1150.00 Topsoil From Stockpiles | | | 0320 652A056 1.000 ACRE| 500.00000 500.00| 450.00000 450.00| 500.00000 500.00 Seeding (Mix 2E) | | | 0330 656A001 1.000 ACRE| 500.00000 500.00| 400.00000 400.00| 500.00000 500.00 Mulching, Class A, Type 2 | | | 0340 665F000 220.000 EACH| 7.00000 1540.00| 6.00000 1320.00| 6.00000 1320.00 Hay Bales | | | 0350 665J000 1025.000 LF | 4.00000 4100.00| 2.90000 2972.50| 3.40000 3485.00 Silt Fence, Type A | | | 0360 680A000 LUMP| 8500.00000 8500.00| 19000.00000 19000.00| 5000.00000 5000.00 Engineering Controls | | | 0370 701A004 1.000 MILE| 400.00000 400.00| 397.00000 397.00| 350.00000 350.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0380 701A012 1.000 MILE| 400.00000 400.00| 397.00000 397.00| 350.00000 350.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0390 701C001 1.000 MILE| 500.00000 500.00| 397.00000 397.00| 350.00000 350.00 Solid Temporary Traffic Stripe | | | 0400 740B000 159.000 SQFT| 8.00000 1272.00| 11.00000 1749.00| 15.00000 2385.00 Construction Signs | | | 0410 740F002 10.000 EACH| 180.00000 1800.00| 243.00000 2430.00| 400.00000 4000.00 Barricades, Type III | | | 0420 740I005 2.000 EACH| 350.00000 700.00| 471.00000 942.00| 525.00000 1050.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 600,345.80| $ 655,833.90| $ 698,269.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 600,345.80| $ 655,833.90| $ 698,269.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20020823038 COUNTIES : CLEBURNE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-1500(204 ) for constructing the Widening, Resurfacing, and Traffic Stripe on C.R.#37 from the Georgia state line to C.R.#49 near Lebanon and on C.R.#104 from C.R.#49 to the Georgia state line. Length - 7.079 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 719,567.50 100.0000% 2 01018 APAC-ALABAMA, INC. $ 761,720.84 105.8581% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020823038 COUNTIES : CLEBURNE LETTING DATE : 08/23/02 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 206D001 170.000 LF | 2.10000 357.00| 2.20000 374.00| Removing Guardrail | | | 0020 209A000 17.000 EACH| 85.00000 1445.00| 182.00000 3094.00| Mailbox Reset, Single | | | 0030 305B060 3652.000 TON | 14.50000 52954.00| 19.29000 70447.08| Crushed Aggregate, Section 825, For | | | Miscellaneous Use | | | 0040 401B108 82172.000 SQYD| 0.60000 49303.20| 0.72000 59163.84| Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 4989.000 GAL | 0.00000 0.00| 1.05000 5238.45| Tack Coat | | | 0060 408A052 135.000 SQYD| 10.00000 1350.00| 23.31000 3146.85| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A340 4677.000 TON | 36.00000 168372.00| 36.06000 168652.62| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424A346 500.000 TON | 36.00000 18000.00| 43.27000 21635.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B636 9039.000 TON | 29.50000 266650.50| 32.08000 289971.12| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0100 424B640 25.000 TON | 75.00000 1875.00| 126.15000 3153.75| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424C351 1448.000 TON | 29.00000 41992.00| 37.27000 53966.96| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020823038 COUNTIES : CLEBURNE LETTING DATE : 08/23/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 43325.00000 43325.00| 5202.00000 5202.00| Mobilization | | | 0130 630A001 100.000 LF | 12.00000 1200.00| 12.24000 1224.00| Steel Beam Guardrail, Class A, Type 2 | | | 0140 630A015 120.000 LF | 12.50000 1500.00| 13.13000 1575.60| Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0150 630C022 4.000 EACH| 1650.00000 6600.00| 1683.00000 6732.00| Guardrail End Anchor, Type Special | | | 0160 630C050 4.000 EACH| 1250.00000 5000.00| 1275.00000 5100.00| Guardrail End Anchor, Type 20 Series | | | 0170 701A031 15.000 MILE| 980.00000 14700.00| 999.60000 14994.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A035 14.000 MILE| 1070.00000 14980.00| 1091.40000 15279.60| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701A045 2.000 MILE| 650.00000 1300.00| 663.00000 1326.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C000 4.000 MILE| 320.00000 1280.00| 326.40000 1305.60| Broken Temporary Traffic Stripe | | | 0210 701C001 40.000 MILE| 340.00000 13600.00| 346.80000 13872.00| Solid Temporary Traffic Stripe | | | 0220 703A002 90.000 SQFT| 2.00000 180.00| 2.04000 183.60| Traffic Control Markings, Class 2, Type | | | A | | | 0230 705A032 71.000 EACH| 4.80000 340.80| 4.89600 347.62| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 865.000 EACH| 5.00000 4325.00| 5.10000 4411.50| Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 324.000 SQFT| 12.00000 3888.00| 8.10000 2624.40| Construction Signs | | | 0260 740E000 25.000 EACH| 1.00000 25.00| 12.19000 304.75| Cones (36 Inches High) | | | 0270 740M001 25.000 EACH| 1.00000 25.00| 7.70000 192.50| Ballast For Cone | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20020823038 COUNTIES : CLEBURNE LETTING DATE : 08/23/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0280 740O000 1.000 EACH| 5000.00000 5000.00| 8202.00000 8202.00| Pilot Car | | | SECTION TOTALS | $ 719,567.50| $ 761,720.84| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 719,567.50| $ 761,720.84| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 039 -1 VENDOR RANKING CALL ORDER : 039 CONTRACT ID : 20020823039 COUNTIES : COLBERT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1704(200) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on C.R.#48 at Shegog Creek north of Leighton. Length 0.065 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 146,875.85 100.0000% 2 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 149,891.62 102.0533% 3 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 158,147.28 107.6741% 4 11014 JOE KEENUM EXCAVATION & CONSTRUCTION, INC. $ 171,192.60 116.5560% 5 04009 W. W. DYAR & SONS, INC. $ 184,288.60 125.4724% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 039 -2 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020823039 COUNTIES : COLBERT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 20011 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |TRI-COUNTY CONCRETE CONSTRU |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| 900.00000 900.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 5500.00000 5500.00 Removal Of Old Bridge, Station 20+76.96 | | | 0030 210A000 438.000 CUYD| 6.00000 2628.00| 5.00000 2190.00| 4.00000 1752.00 Unclassified Excavation | | | 0040 210D000 1016.000 CUYD| 4.00000 4064.00| 7.50000 7620.00| 8.50000 8636.00 Borrow Excavation | | | 0050 214A000 212.000 CUYD| 6.00000 1272.00| 5.00000 1060.00| 9.00000 1908.00 Structure Excavation | | | 0060 214B001 123.000 CUYD| 22.00000 2706.00| 15.00000 1845.00| 24.00000 2952.00 Foundation Backfill, Commercial | | | 0070 301A004 670.000 SQYD| 3.00000 2010.00| 5.00000 3350.00| 6.90000 4623.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301A008 1100.000 SQYD| 3.50000 3850.00| 5.50000 6050.00| 6.60000 7260.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0090 405A000 10.000 GAL | 10.00000 100.00| 3.00000 30.00| 2.10000 21.00 Tack Coat | | | 0100 429A221 75.000 TON | 75.00000 5625.00| 60.00000 4500.00| 69.00000 5175.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0110 429B221 60.000 TON | 65.00000 3900.00| 60.00000 3600.00| 68.00000 4080.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0120 430B017 25.000 TON | 15.00000 375.00| 15.00000 375.00| 20.00000 500.00 Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0130 502A000 28711.000 LB | 0.65000 18662.15| 0.42000 12058.62| 0.48000 13781.28 Steel Reinforcement | | | 0140 524A011 143.000 CUYD| 260.00000 37180.00| 250.00000 35750.00| 330.00000 47190.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 039 -3 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020823039 COUNTIES : COLBERT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 20011 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |TRI-COUNTY CONCRETE CONSTRU |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 7000.00000 7000.00 Mobilization | | | 0160 610C001 470.000 TON | 15.50000 7285.00| 16.00000 7520.00| 20.00000 9400.00 Loose Riprap, Class 2 | | | 0170 610D003 461.000 SQYD| 2.00000 922.00| 4.00000 1844.00| 3.00000 1383.00 Filter Blanket, Geotextile | | | 0180 629A004 118.000 LF | 81.15000 9575.70| 150.00000 17700.00| 62.00000 7316.00 Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0190 630A001 150.000 LF | 11.55000 1732.50| 16.50000 2475.00| 11.00000 1650.00 Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C003 4.000 EACH| 1083.50000 4334.00| 1500.00000 6000.00| 1000.00000 4000.00 Guardrail End Anchor, Type 13 | | | 0210 630C070 4.000 EACH| 1210.00000 4840.00| 1500.00000 6000.00| 1125.00000 4500.00 Guardrail End Anchor, Type 10 Series | | | 0220 650A000 150.000 CUYD| 12.50000 1875.00| 10.00000 1500.00| 7.00000 1050.00 Topsoil | | | 0230 652A053 1.000 ACRE| 900.00000 900.00| 750.00000 750.00| 1000.00000 1000.00 Seeding (Mix 1E) | | | 0240 656A001 1.000 ACRE| 900.00000 900.00| 750.00000 750.00| 1000.00000 1000.00 Mulching, Class A, Type 2 | | | 0250 665F000 100.000 EACH| 5.00000 500.00| 4.00000 400.00| 6.00000 600.00 Hay Bales | | | 0260 665J000 500.000 LF | 4.00000 2000.00| 4.00000 2000.00| 6.00000 3000.00 Silt Fence, Type A | | | 0270 680A000 LUMP| 9000.00000 9000.00| 3000.00000 3000.00| 2500.00000 2500.00 Engineering Controls | | | 0280 701A004 1.000 MILE| 550.00000 550.00| 1000.00000 1000.00| 800.00000 800.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0290 701A012 1.000 MILE| 550.00000 550.00| 1000.00000 1000.00| 800.00000 800.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0300 701C001 1.000 MILE| 550.00000 550.00| 1000.00000 1000.00| 800.00000 800.00 Solid Temporary Traffic Stripe | | | 0310 740B000 227.000 SQFT| 8.50000 1929.50| 12.00000 2724.00| 10.00000 2270.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 039 -4 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020823039 COUNTIES : COLBERT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 20011 |( 3 ) 18036 |S & M EQUIPMENT CO., INC. |TRI-COUNTY CONCRETE CONSTRU |RILEY BRIDGE & ENGINEERING CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740F002 8.000 EACH| 255.00000 2040.00| 250.00000 2000.00| 400.00000 3200.00 Barricades, Type III | | | 0330 740I005 4.000 EACH| 130.00000 520.00| 200.00000 800.00| 400.00000 1600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 146,875.85| $ 149,891.62| $ 158,147.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 146,875.85| $ 149,891.62| $ 158,147.28 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 039 -5 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020823039 COUNTIES : COLBERT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( 5 ) 04009 |( ) |JOE KEENUM EXCAVATION & CON |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| 8000.00000 8000.00| 7700.00000 7700.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 12000.00000 12000.00| 9700.00000 9700.00| Removal Of Old Bridge, Station 20+76.96 | | | 0030 210A000 438.000 CUYD| 8.00000 3504.00| 7.00000 3066.00| Unclassified Excavation | | | 0040 210D000 1016.000 CUYD| 8.50000 8636.00| 9.00000 9144.00| Borrow Excavation | | | 0050 214A000 212.000 CUYD| 10.00000 2120.00| 9.00000 1908.00| Structure Excavation | | | 0060 214B001 123.000 CUYD| 14.00000 1722.00| 28.00000 3444.00| Foundation Backfill, Commercial | | | 0070 301A004 670.000 SQYD| 3.80000 2546.00| 6.00000 4020.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0080 301A008 1100.000 SQYD| 4.60000 5060.00| 7.00000 7700.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0090 405A000 10.000 GAL | 5.00000 50.00| 2.16000 21.60| Tack Coat | | | 0100 429A221 75.000 TON | 45.00000 3375.00| 54.00000 4050.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0110 429B221 60.000 TON | 45.00000 2700.00| 54.00000 3240.00| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range B | | | 0120 430B017 25.000 TON | 18.00000 450.00| 30.00000 750.00| Aggregate Surfacing (ALDOT #410, #467, | | | Or #810) | | | 0130 502A000 28711.000 LB | 0.60000 17226.60| 0.50000 14355.50| Steel Reinforcement | | | 0140 524A011 143.000 CUYD| 285.00000 40755.00| 290.00000 41470.00| Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 039 -6 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020823039 COUNTIES : COLBERT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( 5 ) 04009 |( ) |JOE KEENUM EXCAVATION & CON |W. W. DYAR & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 600A000 LUMP| 10000.00000 10000.00| 14000.00000 14000.00| Mobilization | | | 0160 610C001 470.000 TON | 18.00000 8460.00| 30.00000 14100.00| Loose Riprap, Class 2 | | | 0170 610D003 461.000 SQYD| 3.00000 1383.00| 5.00000 2305.00| Filter Blanket, Geotextile | | | 0180 629A004 118.000 LF | 100.00000 11800.00| 150.00000 17700.00| Concrete Median Or Safety Barrier, Type | | | 4A (Modified) | | | 0190 630A001 150.000 LF | 16.00000 2400.00| 11.35000 1702.50| Steel Beam Guardrail, Class A, Type 2 | | | 0200 630C003 4.000 EACH| 1100.00000 4400.00| 1064.00000 4256.00| Guardrail End Anchor, Type 13 | | | 0210 630C070 4.000 EACH| 1450.00000 5800.00| 1188.00000 4752.00| Guardrail End Anchor, Type 10 Series | | | 0220 650A000 150.000 CUYD| 10.00000 1500.00| 12.00000 1800.00| Topsoil | | | 0230 652A053 1.000 ACRE| 600.00000 600.00| 1080.00000 1080.00| Seeding (Mix 1E) | | | 0240 656A001 1.000 ACRE| 600.00000 600.00| 1080.00000 1080.00| Mulching, Class A, Type 2 | | | 0250 665F000 100.000 EACH| 5.00000 500.00| 5.00000 500.00| Hay Bales | | | 0260 665J000 500.000 LF | 5.00000 2500.00| 4.00000 2000.00| Silt Fence, Type A | | | 0270 680A000 LUMP| 5000.00000 5000.00| 1500.00000 1500.00| Engineering Controls | | | 0280 701A004 1.000 MILE| 500.00000 500.00| 540.00000 540.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0290 701A012 1.000 MILE| 500.00000 500.00| 540.00000 540.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0300 701C001 1.000 MILE| 500.00000 500.00| 540.00000 540.00| Solid Temporary Traffic Stripe | | | 0310 740B000 227.000 SQFT| 15.00000 3405.00| 12.00000 2724.00| Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 039 -7 TABULATION OF BIDS CALL ORDER : 039 CONTRACT ID : 20020823039 COUNTIES : COLBERT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 11014 |( 5 ) 04009 |( ) |JOE KEENUM EXCAVATION & CON |W. W. DYAR & SONS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740F002 8.000 EACH| 300.00000 2400.00| 250.00000 2000.00| Barricades, Type III | | | 0330 740I005 4.000 EACH| 200.00000 800.00| 150.00000 600.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 171,192.60| $ 184,288.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 171,192.60| $ 184,288.60| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -1 VENDOR RANKING CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1813(200) for constructing the Bridge Replacement (Precast) and Approaches on C.R.#30 over Cane Creek north of Evergreen. Length - 0.157 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 339,385.95 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 347,518.10 102.3961% 3 13092 MCCLAIN CONTRACTING COMPANY, INC. $ 362,147.24 106.7066% 4 13021 MURPHREE BRIDGE CORPORATION $ 372,659.96 109.8042% 5 13099 MCINNIS, LLC $ 373,569.00 110.0720% 6 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 381,952.04 112.5421% 7 07050 GULF EQUIPMENT CORPORATION $ 547,963.50 161.4573% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -2 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13092 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MCCLAIN CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 16000.00000 16000.00| 47000.00000 47000.00| 20000.00000 20000.00 Removal Of Old Bridge, Station 125+60.7 | | | 0020 210A000 230.000 CUYD| 3.00000 690.00| 7.50000 1725.00| 4.00000 920.00 Unclassified Excavation | | | 0030 210D022 4010.000 CUYD| 5.00000 20050.00| 5.00000 20050.00| 7.75000 31077.50 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0040 230A000 7.000 RBST| 350.00000 2450.00| 350.00000 2450.00| 200.00000 1400.00 Roadbed Processing | | | 0050 301A072 2178.000 SQYD| 2.75000 5989.50| 2.75000 5989.50| 2.65000 5771.70 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0060 401A000 1634.000 SQYD| 0.40000 653.60| 0.40000 653.60| 1.06000 1732.04 Bituminous Treatment A | | | 0070 429A221 117.000 TON | 73.50000 8599.50| 73.50000 8599.50| 90.00000 10530.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 502A000 60.000 LB | 1.00000 60.00| 3.00000 180.00| 1.00000 60.00 Steel Reinforcement | | | 0090 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0100 505B102 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| 1000.00000 1000.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0110 505M002 1280.000 LF | 20.00000 25600.00| 15.00000 19200.00| 21.00000 26880.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0120 507A000 2.000 EACH| 2300.00000 4600.00| 3000.00000 6000.00| 2200.00000 4400.00 Wire Rope Abutment Anchor Assembly | | | 0130 510A000 20.000 CUYD| 400.00000 8000.00| 400.00000 8000.00| 450.00000 9000.00 Bridge Substructure Concrete, Class A | | | 0140 511A000 55.000 EACH| 75.00000 4125.00| 75.00000 4125.00| 164.50000 9047.50 Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -3 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13092 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MCCLAIN CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512A015 2.000 EACH| 4300.00000 8600.00| 3000.00000 6000.00| 3025.00000 6050.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0160 512B005 3.000 EACH| 4000.00000 12000.00| 3200.00000 9600.00| 4457.00000 13371.00 Precast Concrete Intermediate Bent Caps | | | 2'-9" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long | | | 0170 512C004 24.000 EACH| 3000.00000 72000.00| 2500.00000 60000.00| 3030.00000 72720.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0180 512C007 8.000 EACH| 3300.00000 26400.00| 2800.00000 22400.00| 3400.00000 27200.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0190 512D002 2.000 EACH| 3200.00000 6400.00| 3200.00000 6400.00| 3275.00000 6550.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0200 512D005 2.000 EACH| 3400.00000 6800.00| 3200.00000 6400.00| 3275.00000 6550.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0210 512D014 2.000 EACH| 3600.00000 7200.00| 3200.00000 6400.00| 3225.00000 6450.00 Precast Concrete Barrier Rail End | | | Section, (SPECIAL) 34'-3 5/8" LONG | | | 0220 512D017 2.000 EACH| 3500.00000 7000.00| 3200.00000 6400.00| 3225.00000 6450.00 Precast Concrete Barrier Rail | | | Intermediate Section, (SPECIAL) 34'-7 | | | 5/16" LONG | | | 0230 512E002 8.000 EACH| 600.00000 4800.00| 600.00000 4800.00| 640.00000 5120.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0240 512E008 8.000 EACH| 650.00000 5200.00| 600.00000 4800.00| 535.00000 4280.00 Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0250 512F002 8.000 EACH| 800.00000 6400.00| 600.00000 4800.00| 410.00000 3280.00 Precast Concrete Wing Panels, Type W3 | | | 0260 512G000 4.000 EACH| 700.00000 2800.00| 600.00000 2400.00| 410.00000 1640.00 Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -4 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13092 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MCCLAIN CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 600A000 LUMP| 19000.00000 19000.00| 35000.00000 35000.00| 25000.00000 25000.00 Mobilization | | | 0280 610C001 671.000 TON | 28.00000 18788.00| 20.00000 13420.00| 30.00000 20130.00 Loose Riprap, Class 2 | | | 0290 610D002 671.000 SQYD| 2.85000 1912.35| 1.00000 671.00| 1.50000 1006.50 Filter Blanket, Geotextile (Non-Woven) | | | 0300 630A001 600.000 LF | 10.20000 6120.00| 12.50000 7500.00| 11.00000 6600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0310 630C003 4.000 EACH| 1000.00000 4000.00| 1150.00000 4600.00| 925.00000 3700.00 Guardrail End Anchor, Type 13 | | | 0320 630C070 4.000 EACH| 1450.00000 5800.00| 1250.00000 5000.00| 1150.00000 4600.00 Guardrail End Anchor, Type 10 Series | | | 0330 650A000 400.000 CUYD| 10.50000 4200.00| 10.50000 4200.00| 12.50000 5000.00 Topsoil | | | 0340 652A061 1.000 ACRE| 450.00000 450.00| 474.00000 474.00| 525.00000 525.00 Seeding (Mix 3E) | | | 0350 656A000 1.000 ACRE| 400.00000 400.00| 421.00000 421.00| 500.00000 500.00 Mulching, Class A, Type 1 | | | 0360 665F000 50.000 EACH| 6.00000 300.00| 6.00000 300.00| 6.00000 300.00 Hay Bales | | | 0370 665J000 160.000 LF | 2.90000 464.00| 3.00000 480.00| 4.60000 736.00 Silt Fence, Type A | | | 0380 665J001 230.000 LF | 1.10000 253.00| 1.25000 287.50| 4.00000 920.00 Silt Fence, Type B | | | 0390 680A000 LUMP| 5000.00000 5000.00| 1000.00000 1000.00| 1500.00000 1500.00 Engineering Controls | | | 0400 701A004 1.000 MILE| 397.00000 397.00| 100.00000 100.00| 516.00000 516.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0410 701A008 1.000 MILE| 297.00000 297.00| 100.00000 100.00| 342.00000 342.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0420 701A012 1.000 MILE| 397.00000 397.00| 100.00000 100.00| 2200.00000 2200.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0430 740B000 166.000 SQFT| 15.00000 2490.00| 12.00000 1992.00| 12.00000 1992.00 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -5 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 14005 |( 2 ) 06001 |( 3 ) 13092 |G. W. NORRELL CONTRACTING C |F & W CONSTRUCTION CO., INC |MCCLAIN CONTRACTING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 740F002 8.000 EACH| 400.00000 3200.00| 350.00000 2800.00| 350.00000 2800.00 Barricades, Type III | | | 0450 740I005 2.000 EACH| 500.00000 1000.00| 350.00000 700.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 339,385.95| $ 347,518.10| $ 362,147.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 339,385.95| $ 347,518.10| $ 362,147.24 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -6 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( 6 ) 03001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |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| 25000.00000 25000.00| 17738.00000 17738.00| 35000.00000 35000.00 Removal Of Old Bridge, Station 125+60.7 | | | 0020 210A000 230.000 CUYD| 3.00000 690.00| 3.50000 805.00| 6.00000 1380.00 Unclassified Excavation | | | 0030 210D022 4010.000 CUYD| 5.00000 20050.00| 6.50000 26065.00| 5.00000 20050.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0040 230A000 7.000 RBST| 350.00000 2450.00| 135.00000 945.00| 225.00000 1575.00 Roadbed Processing | | | 0050 301A072 2178.000 SQYD| 2.75000 5989.50| 2.50000 5445.00| 3.75000 8167.50 Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0060 401A000 1634.000 SQYD| 0.40000 653.60| 1.00000 1634.00| 0.50000 817.00 Bituminous Treatment A | | | 0070 429A221 117.000 TON | 73.50000 8599.50| 45.00000 5265.00| 85.00000 9945.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 502A000 60.000 LB | 2.50000 150.00| 1.00000 60.00| 1.00000 60.00 Steel Reinforcement | | | 0090 505A032 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0100 505B102 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1200.00000 1200.00 Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0110 505M002 1280.000 LF | 23.00000 29440.00| 21.00000 26880.00| 28.00000 35840.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0120 507A000 2.000 EACH| 2500.00000 5000.00| 2856.00000 5712.00| 2207.98000 4415.96 Wire Rope Abutment Anchor Assembly | | | 0130 510A000 20.000 CUYD| 400.00000 8000.00| 490.00000 9800.00| 425.00000 8500.00 Bridge Substructure Concrete, Class A | | | 0140 511A000 55.000 EACH| 75.00000 4125.00| 100.00000 5500.00| 115.00000 6325.00 Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -7 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( 6 ) 03001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512A015 2.000 EACH| 2770.00000 5540.00| 6316.00000 12632.00| 3800.00000 7600.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0160 512B005 3.000 EACH| 3930.00000 11790.00| 5884.00000 17652.00| 4900.00000 14700.00 Precast Concrete Intermediate Bent Caps | | | 2'-9" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long | | | 0170 512C004 24.000 EACH| 3500.00000 84000.00| 3462.50000 83100.00| 3100.00000 74400.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0180 512C007 8.000 EACH| 2620.00000 20960.00| 3756.75000 30054.00| 3200.00000 25600.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0190 512D002 2.000 EACH| 3840.00000 7680.00| 3104.00000 6208.00| 2900.00000 5800.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0200 512D005 2.000 EACH| 3880.00000 7760.00| 4610.00000 9220.00| 3100.00000 6200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0210 512D014 2.000 EACH| 3880.00000 7760.00| 5250.00000 10500.00| 3000.00000 6000.00 Precast Concrete Barrier Rail End | | | Section, (SPECIAL) 34'-3 5/8" LONG | | | 0220 512D017 2.000 EACH| 3950.00000 7900.00| 5161.00000 10322.00| 3000.00000 6000.00 Precast Concrete Barrier Rail | | | Intermediate Section, (SPECIAL) 34'-7 | | | 5/16" LONG | | | 0230 512E002 8.000 EACH| 370.00000 2960.00| 479.00000 3832.00| 575.00000 4600.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0240 512E008 8.000 EACH| 440.00000 3520.00| 607.00000 4856.00| 650.00000 5200.00 Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0250 512F002 8.000 EACH| 700.00000 5600.00| 881.00000 7048.00| 750.00000 6000.00 Precast Concrete Wing Panels, Type W3 | | | 0260 512G000 4.000 EACH| 445.00000 1780.00| 631.00000 2524.00| 600.00000 2400.00 Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -8 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( 6 ) 03001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 600A000 LUMP| 42455.23000 42455.23| 16500.00000 16500.00| 35000.00000 35000.00 Mobilization | | | 0280 610C001 671.000 TON | 25.00000 16775.00| 26.00000 17446.00| 27.00000 18117.00 Loose Riprap, Class 2 | | | 0290 610D002 671.000 SQYD| 2.50000 1677.50| 2.00000 1342.00| 2.00000 1342.00 Filter Blanket, Geotextile (Non-Woven) | | | 0300 630A001 600.000 LF | 11.00000 6600.00| 11.00000 6600.00| 11.00000 6600.00 Steel Beam Guardrail, Class A, Type 2 | | | 0310 630C003 4.000 EACH| 925.00000 3700.00| 925.00000 3700.00| 925.00000 3700.00 Guardrail End Anchor, Type 13 | | | 0320 630C070 4.000 EACH| 1150.00000 4600.00| 1150.00000 4600.00| 1150.00000 4600.00 Guardrail End Anchor, Type 10 Series | | | 0330 650A000 400.000 CUYD| 10.50000 4200.00| 10.00000 4000.00| 9.00000 3600.00 Topsoil | | | 0340 652A061 1.000 ACRE| 473.68000 473.68| 700.00000 700.00| 477.00000 477.00 Seeding (Mix 3E) | | | 0350 656A000 1.000 ACRE| 421.05000 421.05| 700.00000 700.00| 424.00000 424.00 Mulching, Class A, Type 1 | | | 0360 665F000 50.000 EACH| 6.32000 316.00| 3.50000 175.00| 6.36000 318.00 Hay Bales | | | 0370 665J000 160.000 LF | 3.05000 488.00| 3.75000 600.00| 3.08000 492.80 Silt Fence, Type A | | | 0380 665J001 230.000 LF | 1.16000 266.80| 3.00000 690.00| 1.17000 269.10 Silt Fence, Type B | | | 0390 680A000 LUMP| 4500.00000 4500.00| 4000.00000 4000.00| 2200.00000 2200.00 Engineering Controls | | | 0400 701A004 1.000 MILE| 500.00000 500.00| 397.00000 397.00| 397.00000 397.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0410 701A008 1.000 MILE| 500.00000 500.00| 297.00000 297.00| 397.00000 397.00 Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0420 701A012 1.000 MILE| 500.00000 500.00| 397.00000 397.00| 397.00000 397.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0430 740B000 166.000 SQFT| 8.85000 1469.10| 8.00000 1328.00| 8.48000 1407.68 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -9 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 4 ) 13021 |( 5 ) 13099 |( 6 ) 03001 |MURPHREE BRIDGE CORPORATION |MCINNIS, LLC |CLARK CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 740F002 8.000 EACH| 190.00000 1520.00| 200.00000 1600.00| 212.00000 1696.00 Barricades, Type III | | | 0450 740I005 2.000 EACH| 150.00000 300.00| 350.00000 700.00| 371.00000 742.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 372,659.96| $ 373,569.00| $ 381,952.04 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 372,659.96| $ 373,569.00| $ 381,952.04 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -10 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07050 |( ) |( ) |GULF EQUIPMENT CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 23500.00000 23500.00| | Removal Of Old Bridge, Station 125+60.7 | | | 0020 210A000 230.000 CUYD| 5.70000 1311.00| | Unclassified Excavation | | | 0030 210D022 4010.000 CUYD| 10.70000 42907.00| | Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0040 230A000 7.000 RBST| 280.00000 1960.00| | Roadbed Processing | | | 0050 301A072 2178.000 SQYD| 10.70000 23304.60| | Granular Soil Base Course, Type B, Road | | | Mixed, 6" Compacted Thickness | | | 0060 401A000 1634.000 SQYD| 1.20000 1960.80| | Bituminous Treatment A | | | 0070 429A221 117.000 TON | 70.00000 8190.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0080 502A000 60.000 LB | 1.36000 81.60| | Steel Reinforcement | | | 0090 505A032 1.000 EACH| 2000.00000 2000.00| | Steel Test Piles (HP 12x53)(Maximum Bid | | | Limited To $2000 Per Each Test Pile) | | | 0100 505B102 1.000 EACH| 2000.00000 2000.00| | Static Loading Tests (HP 12X53)(Maximum | | | Bid Limited To $2000 Per Each Loading | | | Test) | | | 0110 505M002 1280.000 LF | 33.40000 42752.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0120 507A000 2.000 EACH| 2420.00000 4840.00| | Wire Rope Abutment Anchor Assembly | | | 0130 510A000 20.000 CUYD| 645.00000 12900.00| | Bridge Substructure Concrete, Class A | | | 0140 511A000 55.000 EACH| 100.00000 5500.00| | Elastomeric Bearings, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -11 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07050 |( ) |( ) |GULF EQUIPMENT CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512A015 2.000 EACH| 5960.00000 11920.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide x 1'-4 7/8" Deep By 33'-0" Long | | | (Modified) | | | 0160 512B005 3.000 EACH| 5590.00000 16770.00| | Precast Concrete Intermediate Bent Caps | | | 2'-9" Wide By 1'- 9 1/16" Deep By | | | 31'-6" Long | | | 0170 512C004 24.000 EACH| 3920.00000 94080.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0180 512C007 8.000 EACH| 4260.00000 34080.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0190 512D002 2.000 EACH| 4310.00000 8620.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0200 512D005 2.000 EACH| 4320.00000 8640.00| | Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | 0210 512D014 2.000 EACH| 4310.00000 8620.00| | Precast Concrete Barrier Rail End | | | Section, (SPECIAL) 34'-3 5/8" LONG | | | 0220 512D017 2.000 EACH| 4780.00000 9560.00| | Precast Concrete Barrier Rail | | | Intermediate Section, (SPECIAL) 34'-7 | | | 5/16" LONG | | | 0230 512E002 8.000 EACH| 740.00000 5920.00| | Precast Concrete Abutment Panels, Type | | | A3 | | | 0240 512E008 8.000 EACH| 860.00000 6880.00| | Precast Concrete Abutment Panels, Type | | | A3 (Modified) | | | 0250 512F002 8.000 EACH| 1080.00000 8640.00| | Precast Concrete Wing Panels, Type W3 | | | 0260 512G000 4.000 EACH| 940.00000 3760.00| | Precast Concrete Abutment Wing Cap Pane | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -12 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07050 |( ) |( ) |GULF EQUIPMENT CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 600A000 LUMP| 41000.00000 41000.00| | Mobilization | | | 0280 610C001 671.000 TON | 51.00000 34221.00| | Loose Riprap, Class 2 | | | 0290 610D002 671.000 SQYD| 4.50000 3019.50| | Filter Blanket, Geotextile (Non-Woven) | | | 0300 630A001 600.000 LF | 20.00000 12000.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0310 630C003 4.000 EACH| 3060.00000 12240.00| | Guardrail End Anchor, Type 13 | | | 0320 630C070 4.000 EACH| 3510.00000 14040.00| | Guardrail End Anchor, Type 10 Series | | | 0330 650A000 400.000 CUYD| 20.00000 8000.00| | Topsoil | | | 0340 652A061 1.000 ACRE| 1200.00000 1200.00| | Seeding (Mix 3E) | | | 0350 656A000 1.000 ACRE| 1200.00000 1200.00| | Mulching, Class A, Type 1 | | | 0360 665F000 50.000 EACH| 8.20000 410.00| | Hay Bales | | | 0370 665J000 160.000 LF | 5.40000 864.00| | Silt Fence, Type A | | | 0380 665J001 230.000 LF | 5.00000 1150.00| | Silt Fence, Type B | | | 0390 680A000 LUMP| 10000.00000 10000.00| | Engineering Controls | | | 0400 701A004 1.000 MILE| 4000.00000 4000.00| | Solid White, Class 1, Type A Traffic | | | Stripe | | | 0410 701A008 1.000 MILE| 3000.00000 3000.00| | Broken Yellow, Class 1, Type A Traffic | | | Stripe | | | 0420 701A012 1.000 MILE| 4000.00000 4000.00| | Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0430 740B000 166.000 SQFT| 27.00000 4482.00| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 040 -13 TABULATION OF BIDS CALL ORDER : 040 CONTRACT ID : 20020823040 COUNTIES : CONECUH LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 7 ) 07050 |( ) |( ) |GULF EQUIPMENT CORPORATION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0440 740F002 8.000 EACH| 270.00000 2160.00| | Barricades, Type III | | | 0450 740I005 2.000 EACH| 140.00000 280.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 547,963.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 547,963.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 041 -1 VENDOR RANKING CALL ORDER : 041 CONTRACT ID : 20020823041 COUNTIES : FAYETTE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-2916(200) for constructing the Bridge Replacements (2) (Precast) on C.R.#36 over Sugar Creek and Sugar Creek Relief west of Winfield. Length - 0.028 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 308,990.96 100.0000% 2 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 320,554.00 103.7422% 3 23071 WARRIOR CONSTRUCTORS, INC. $ 353,411.00 114.3758% 4 16003 PHILLIPS CONTRACTING CO., INC. $ 389,845.50 126.1673% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 041 -2 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020823041 COUNTIES : FAYETTE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18036 |( 3 ) 23071 |TRI-COUNTY CONCRETE CONSTRU |RILEY BRIDGE & ENGINEERING |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 5000.00000 5000.00| 5500.00000 5500.00| 17500.00000 17500.00 Removal Of Old Bridge, Station 12+92.07 | | | 0020 206A001 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| 10000.00000 10000.00 Removal Of Old Bridge, Station 16+48.67 | | | 0030 210A000 870.000 CUYD| 5.00000 4350.00| 6.00000 5220.00| 6.00000 5220.00 Unclassified Excavation | | | 0040 502A000 218.000 LB | 2.00000 436.00| 2.00000 436.00| 2.00000 436.00 Steel Reinforcement | | | 0050 505M002 2320.000 LF | 18.00000 41760.00| 21.00000 48720.00| 21.50000 49880.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 4.000 EACH| 1520.79000 6083.16| 2180.00000 8720.00| 2000.00000 8000.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 26.000 CUYD| 500.00000 13000.00| 250.00000 6500.00| 250.00000 6500.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 66.000 EACH| 58.24000 3843.84| 60.00000 3960.00| 75.00000 4950.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 4.000 EACH| 2935.31000 11741.24| 2900.00000 11600.00| 3350.00000 13400.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 2.000 EACH| 3117.92000 6235.84| 2850.00000 5700.00| 3600.00000 7200.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 12.000 EACH| 3159.44000 37913.28| 2775.00000 33300.00| 3000.00000 36000.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 4.000 EACH| 3314.79000 13259.16| 3000.00000 12000.00| 3200.00000 12800.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512C017 12.000 EACH| 3743.44000 44921.28| 3650.00000 43800.00| 3400.00000 40800.00 Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 4.000 EACH| 4282.13000 17128.52| 3975.00000 15900.00| 3900.00000 15600.00 Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 041 -3 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020823041 COUNTIES : FAYETTE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 18036 |( 3 ) 23071 |TRI-COUNTY CONCRETE CONSTRU |RILEY BRIDGE & ENGINEERING |WARRIOR CONSTRUCTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D002 4.000 EACH| 3117.91000 12471.64| 3700.00000 14800.00| 3000.00000 12000.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0160 512D030 4.000 EACH| 3688.95000 14755.80| 3700.00000 14800.00| 3500.00000 14000.00 Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0170 512E000 32.000 EACH| 268.31000 8585.92| 334.00000 10688.00| 325.00000 10400.00 Precast Concrete Abutment Panels, Type | | | A1 | | | 0180 512F000 16.000 EACH| 369.23000 5907.68| 465.00000 7440.00| 400.00000 6400.00 Precast Concrete Wing Panels, Type W1 | | | 0190 512G000 8.000 EACH| 397.20000 3177.60| 465.00000 3720.00| 500.00000 4000.00 Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 5000.00000 5000.00| 14000.00000 14000.00| 25000.00000 25000.00 Mobilization | | | 0210 610C001 550.000 TON | 15.00000 8250.00| 20.00000 11000.00| 22.00000 12100.00 Loose Riprap, Class 2 | | | 0220 610D003 550.000 SQYD| 4.00000 2200.00| 4.00000 2200.00| 2.50000 1375.00 Filter Blanket, Geotextile | | | 0230 630A001 100.000 LF | 16.50000 1650.00| 14.50000 1450.00| 15.00000 1500.00 Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 8.000 EACH| 1500.00000 12000.00| 1000.00000 8000.00| 1000.00000 8000.00 Guardrail End Anchor, Type 13 | | | 0250 630C070 8.000 EACH| 1500.00000 12000.00| 1150.00000 9200.00| 1200.00000 9600.00 Guardrail End Anchor, Type 10 Series | | | 0260 665F000 100.000 EACH| 4.00000 400.00| 7.00000 700.00| 6.00000 600.00 Hay Bales | | | 0270 665J000 600.000 LF | 4.00000 2400.00| 6.00000 3600.00| 8.00000 4800.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 2500.00000 2500.00| 4500.00000 4500.00| 5000.00000 5000.00 Engineering Controls | | | 0290 740B000 410.000 SQFT| 12.00000 4920.00| 10.00000 4100.00| 15.00000 6150.00 Construction Signs | | | 0300 740F002 8.000 EACH| 200.00000 1600.00| 500.00000 4000.00| 400.00000 3200.00 Barricades, Type III | | | 0310 740I005 2.000 EACH| 250.00000 500.00| 500.00000 1000.00| 500.00000 1000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 308,990.96| $ 320,554.00| $ 353,411.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 308,990.96| $ 320,554.00| $ 353,411.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 041 -4 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020823041 COUNTIES : FAYETTE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16003 |( ) |( ) |PHILLIPS CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 3000.00000 3000.00| | Removal Of Old Bridge, Station 12+92.07 | | | 0020 206A001 LUMP| 4000.00000 4000.00| | Removal Of Old Bridge, Station 16+48.67 | | | 0030 210A000 870.000 CUYD| 5.00000 4350.00| | Unclassified Excavation | | | 0040 502A000 218.000 LB | 2.00000 436.00| | Steel Reinforcement | | | 0050 505M002 2320.000 LF | 21.85000 50692.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0060 507A000 4.000 EACH| 2949.00000 11796.00| | Wire Rope Abutment Anchor Assembly | | | 0070 510A000 26.000 CUYD| 850.00000 22100.00| | Bridge Substructure Concrete, Class A | | | 0080 511A000 66.000 EACH| 74.00000 4884.00| | Elastomeric Bearings, Type 1 | | | 0090 512A014 4.000 EACH| 4111.00000 16444.00| | Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 2.000 EACH| 4457.00000 8914.00| | Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 12.000 EACH| 3692.00000 44304.00| | Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 4.000 EACH| 3855.00000 15420.00| | Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512C017 12.000 EACH| 4303.00000 51636.00| | Precast Concrete Type 1 Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | 0140 512C025 4.000 EACH| 4865.00000 19460.00| | Precast Concrete Type 2C Span Section | | | 3'-6" By 2'-0" Deep By 39'-11 3/4" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 041 -5 TABULATION OF BIDS CALL ORDER : 041 CONTRACT ID : 20020823041 COUNTIES : FAYETTE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16003 |( ) |( ) |PHILLIPS CONTRACTING CO., I | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 512D002 4.000 EACH| 3714.00000 14856.00| | Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0160 512D030 4.000 EACH| 4311.00000 17244.00| | Precast Concrete Barrier Rail End | | | Section,39'-11 3/8" Long | | | 0170 512E000 32.000 EACH| 476.00000 15232.00| | Precast Concrete Abutment Panels, Type | | | A1 | | | 0180 512F000 16.000 EACH| 582.00000 9312.00| | Precast Concrete Wing Panels, Type W1 | | | 0190 512G000 8.000 EACH| 611.00000 4888.00| | Precast Concrete Abutment Wing Cap Pane | | | 0200 600A000 LUMP| 24185.00000 24185.00| | Mobilization | | | 0210 610C001 550.000 TON | 23.50000 12925.00| | Loose Riprap, Class 2 | | | 0220 610D003 550.000 SQYD| 2.25000 1237.50| | Filter Blanket, Geotextile | | | 0230 630A001 100.000 LF | 12.00000 1200.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0240 630C003 8.000 EACH| 1100.00000 8800.00| | Guardrail End Anchor, Type 13 | | | 0250 630C070 8.000 EACH| 1225.00000 9800.00| | Guardrail End Anchor, Type 10 Series | | | 0260 665F000 100.000 EACH| 3.00000 300.00| | Hay Bales | | | 0270 665J000 600.000 LF | 4.00000 2400.00| | Silt Fence, Type A | | | 0280 680A000 LUMP| 5000.00000 5000.00| | Engineering Controls | | | 0290 740B000 410.000 SQFT| 8.00000 3280.00| | Construction Signs | | | 0300 740F002 8.000 EACH| 175.00000 1400.00| | Barricades, Type III | | | 0310 740I005 2.000 EACH| 175.00000 350.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 389,845.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 389,845.50| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 045 -1 VENDOR RANKING CALL ORDER : 045 CONTRACT ID : 20020823045 COUNTIES : PICKENS LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-5400(204) for constructing the Bridge Replacement (Bridge Culvert) on an unpaved road locally known as the Grover Pate Road over Dry Creek south of Gordo. Length - 0.007 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20050 TOMLIN CONSTRUCTION, LLC $ 78,844.50 100.0000% 2 07048 GLASGOW CONSTRUCTION CO., INC. $ 81,032.50 102.7751% 3 04009 W. W. DYAR & SONS, INC. $ 82,742.50 104.9439% 4 16003 PHILLIPS CONTRACTING CO., INC. $ 84,825.02 107.5852% 5 23071 WARRIOR CONSTRUCTORS, INC. $ 134,621.50 170.7430% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 045 -2 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020823045 COUNTIES : PICKENS LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 1 ) 20050 |( 2 ) 07048 |( 3 ) 04009 |TOMLIN CONSTRUCTION, LLC |GLASGOW CONSTRUCTION CO., I |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 206A000 LUMP| 4500.00000 4500.00| 1000.00000 1000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 4+41.00 | | | 0020 214A000 126.000 CUYD| 25.00000 3150.00| 10.00000 1260.00| 9.00000 1134.00 Structure Excavation | | | 0030 214B001 150.000 CUYD| 25.00000 3750.00| 22.00000 3300.00| 32.00000 4800.00 Foundation Backfill, Commercial | | | 0040 502A000 21949.000 LB | 0.50000 10974.50| 0.50000 10974.50| 0.50000 10974.50 Steel Reinforcement | | | 0050 524A011 119.000 CUYD| 300.00000 35700.00| 250.00000 29750.00| 290.00000 34510.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 0.00000 0.00| 1500.00000 1500.00| 6000.00000 6000.00 Mobilization | | | 0070 610C001 160.000 TON | 35.00000 5600.00| 30.00000 4800.00| 34.00000 5440.00 Loose Riprap, Class 2 | | | 0080 610D003 160.000 SQYD| 3.00000 480.00| 0.65000 104.00| 5.00000 800.00 Filter Blanket, Geotextile | | | 0090 630A001 100.000 LF | 22.00000 2200.00| 135.00000 13500.00| 21.06000 2106.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1300.00000 5200.00| 1500.00000 6000.00| 1296.00000 5184.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 5.00000 250.00| 10.00000 500.00| 5.00000 250.00 Hay Bales | | | 0120 665J000 100.000 LF | 3.00000 300.00| 7.00000 700.00| 4.00000 400.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 0.00000 0.00| 2000.00000 2000.00| 1000.00000 1000.00 Engineering Controls | | | 0140 740B000 237.000 SQFT| 20.00000 4740.00| 12.00000 2844.00| 12.00000 2844.00 Construction Signs | | | 0150 740F002 8.000 EACH| 200.00000 1600.00| 300.00000 2400.00| 250.00000 2000.00 Barricades, Type III | | | 0160 740I005 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 150.00000 300.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 78,844.50| $ 81,032.50| $ 82,742.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,844.50| $ 81,032.50| $ 82,742.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 045 -3 TABULATION OF BIDS CALL ORDER : 045 CONTRACT ID : 20020823045 COUNTIES : PICKENS LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 SET-ASIDE : ==================================================================================================================================== |( 4 ) 16003 |( 5 ) 23071 |( ) |PHILLIPS CONTRACTING CO., I |WARRIOR CONSTRUCTORS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 2500.00000 2500.00| 17500.00000 17500.00| Removal Of Old Bridge, Station 4+41.00 | | | 0020 214A000 126.000 CUYD| 10.00000 1260.00| 12.00000 1512.00| Structure Excavation | | | 0030 214B001 150.000 CUYD| 20.00000 3000.00| 30.00000 4500.00| Foundation Backfill, Commercial | | | 0040 502A000 21949.000 LB | 0.48000 10535.52| 0.50000 10974.50| Steel Reinforcement | | | 0050 524A011 119.000 CUYD| 365.00000 43435.00| 400.00000 47600.00| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 5000.00000 5000.00| 25000.00000 25000.00| Mobilization | | | 0070 610C001 160.000 TON | 29.00000 4640.00| 25.00000 4000.00| Loose Riprap, Class 2 | | | 0080 610D003 160.000 SQYD| 3.50000 560.00| 3.00000 480.00| Filter Blanket, Geotextile | | | 0090 630A001 100.000 LF | 28.00000 2800.00| 17.00000 1700.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1250.00000 5000.00| 1800.00000 7200.00| Guardrail End Anchor, Type 10 Series | | | 0110 665F000 50.000 EACH| 6.00000 300.00| 8.00000 400.00| Hay Bales | | | 0120 665J000 100.000 LF | 5.00000 500.00| 10.00000 1000.00| Silt Fence, Type A | | | 0130 680A000 LUMP| 1500.00000 1500.00| 5000.00000 5000.00| Engineering Controls | | | 0140 740B000 237.000 SQFT| 8.50000 2014.50| 15.00000 3555.00| Construction Signs | | | 0150 740F002 8.000 EACH| 185.00000 1480.00| 400.00000 3200.00| Barricades, Type III | | | 0160 740I005 2.000 EACH| 150.00000 300.00| 500.00000 1000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 84,825.02| $ 134,621.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 84,825.02| $ 134,621.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 046 -1 VENDOR RANKING CALL ORDER : 046 CONTRACT ID : 20020823046 COUNTIES : RUSSELL LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPPC-5700(22) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Knowles Road over Cochgalechee Creek in Phenix City. Length - 0.043 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 12037 LANEY & SONS CONSTRUCTION, INC. $ 188,904.95 100.0000% 2 12019 LEVERETT CONSTRUCTION COMPANY $ 194,754.45 103.0965% 3 20048 TRIPLE C CONSTRUCTION $ 230,730.54 122.1411% 4 04009 W. W. DYAR & SONS, INC. $ 230,875.17 122.2176% 5 16032 PRICHARD CONSTRUCTION COMPANY $ 275,338.55 145.7551% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 046 -2 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020823046 COUNTIES : RUSSELL LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12037 |( 2 ) 12019 |( 3 ) 20048 |LANEY & SONS CONSTRUCTION, |LEVERETT CONSTRUCTION COMPA |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 3500.00000 3500.00| 3000.00000 3000.00| 4000.00000 4000.00 Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 6500.00000 6500.00 Removal Of Old Bridge, Station 7+64.85 | | | 0030 210D021 1540.000 CUYD| 10.00000 15400.00| 10.00000 15400.00| 7.50000 11550.00 Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 214A000 1130.000 CUYD| 5.00000 5650.00| 4.00000 4520.00| 5.00000 5650.00 Structure Excavation | | | 0050 214B001 214.000 CUYD| 35.00000 7490.00| 27.00000 5778.00| 24.00000 5136.00 Foundation Backfill, Commercial | | | 0060 401A000 211.000 SQYD| 2.00000 422.00| 5.00000 1055.00| 1.50000 316.50 Bituminous Treatment A | | | 0070 405A000 20.000 GAL | 2.00000 40.00| 10.00000 200.00| 5.00000 100.00 Tack Coat | | | 0080 424A340 30.000 TON | 85.00000 2550.00| 180.00000 5400.00| 100.00000 3000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0090 424B636 31.000 TON | 75.00000 2325.00| 180.00000 5580.00| 100.00000 3100.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0100 424B644 30.000 TON | 75.00000 2250.00| 180.00000 5400.00| 100.00000 3000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424C341 36.000 TON | 80.00000 2880.00| 180.00000 6480.00| 75.00000 2700.00 Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0120 502A000 47241.000 LB | 0.45000 21258.45| 0.45000 21258.45| 0.44000 20786.04 Steel Reinforcement | | | 0130 524A011 320.000 CUYD| 235.00000 75200.00| 250.00000 80000.00| 400.00000 128000.00 Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 046 -3 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020823046 COUNTIES : RUSSELL LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 12037 |( 2 ) 12019 |( 3 ) 20048 |LANEY & SONS CONSTRUCTION, |LEVERETT CONSTRUCTION COMPA |TRIPLE C CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 600A000 LUMP| 12000.00000 12000.00| 5200.00000 5200.00| 6800.00000 6800.00 Mobilization | | | 0150 610C001 189.000 TON | 32.50000 6142.50| 25.00000 4725.00| 18.00000 3402.00 Loose Riprap, Class 2 | | | 0160 610D003 156.000 SQYD| 3.00000 468.00| 2.50000 390.00| 2.75000 429.00 Filter Blanket, Geotextile | | | 0170 630A001 238.000 LF | 27.50000 6545.00| 27.50000 6545.00| 27.50000 6545.00 Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 4.000 EACH| 1800.00000 7200.00| 1800.00000 7200.00| 2000.00000 8000.00 Guardrail End Anchor, Type 10 Series | | | 0190 658A002 1.000 ACRE| 2500.00000 2500.00| 2500.00000 2500.00| 1200.00000 1200.00 Hydro-Seeding & Mulching (Mix 2E) | | | 0200 665F000 40.000 EACH| 5.00000 200.00| 7.00000 280.00| 6.00000 240.00 Hay Bales | | | 0210 665J000 400.000 LF | 3.95000 1580.00| 3.50000 1400.00| 3.00000 1200.00 Silt Fence, Type A | | | 0220 680A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 Engineering Controls | | | 0230 701A004 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 397.00000 397.00 Solid White, Class 1, Type A Traffic | | | Stripe | | | 0240 701A012 1.000 MILE| 500.00000 500.00| 500.00000 500.00| 397.00000 397.00 Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0250 740B000 213.000 SQFT| 8.00000 1704.00| 11.00000 2343.00| 14.00000 2982.00 Construction Signs | | | 0260 740F002 8.000 EACH| 350.00000 2800.00| 150.00000 1200.00| 350.00000 2800.00 Barricades, Type III | | | 0270 740I005 6.000 EACH| 300.00000 1800.00| 150.00000 900.00| 250.00000 1500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 188,904.95| $ 194,754.45| $ 230,730.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 188,904.95| $ 194,754.45| $ 230,730.54 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 046 -4 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020823046 COUNTIES : RUSSELL LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 16032 |( ) |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 201A000 LUMP| 8300.00000 8300.00| 20000.00000 20000.00| Clearing & Grubbing (Approximately 1 | | | Acre) | | | 0020 206A000 LUMP| 13000.00000 13000.00| 20000.00000 20000.00| Removal Of Old Bridge, Station 7+64.85 | | | 0030 210D021 1540.000 CUYD| 9.00000 13860.00| 15.00000 23100.00| Borrow Excavation (Loose Truckbed | | | Measurement)(A-4 or Better ) | | | 0040 214A000 1130.000 CUYD| 6.00000 6780.00| 10.00000 11300.00| Structure Excavation | | | 0050 214B001 214.000 CUYD| 26.00000 5564.00| 30.00000 6420.00| Foundation Backfill, Commercial | | | 0060 401A000 211.000 SQYD| 1.00000 211.00| 2.00000 422.00| Bituminous Treatment A | | | 0070 405A000 20.000 GAL | 5.00000 100.00| 2.00000 40.00| Tack Coat | | | 0080 424A340 30.000 TON | 100.00000 3000.00| 80.00000 2400.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0090 424B636 31.000 TON | 100.00000 3100.00| 80.00000 2480.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0100 424B644 30.000 TON | 100.00000 3000.00| 80.00000 2400.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424C341 36.000 TON | 100.00000 3600.00| 80.00000 2880.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | 0120 502A000 47241.000 LB | 0.53000 25037.73| 0.55000 25982.55| Steel Reinforcement | | | 0130 524A011 320.000 CUYD| 295.00000 94400.00| 300.00000 96000.00| Culvert Concrete (Cast In Place) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 046 -5 TABULATION OF BIDS CALL ORDER : 046 CONTRACT ID : 20020823046 COUNTIES : RUSSELL LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04009 |( 5 ) 16032 |( ) |W. W. DYAR & SONS, INC. |PRICHARD CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 600A000 LUMP| 17000.00000 17000.00| 20000.00000 20000.00| Mobilization | | | 0150 610C001 189.000 TON | 33.00000 6237.00| 30.00000 5670.00| Loose Riprap, Class 2 | | | 0160 610D003 156.000 SQYD| 4.40000 686.40| 6.00000 936.00| Filter Blanket, Geotextile | | | 0170 630A001 238.000 LF | 28.08000 6683.04| 14.00000 3332.00| Steel Beam Guardrail, Class A, Type 2 | | | 0180 630C070 4.000 EACH| 1620.00000 6480.00| 1450.00000 5800.00| Guardrail End Anchor, Type 10 Series | | | 0190 658A002 1.000 ACRE| 2000.00000 2000.00| 1000.00000 1000.00| Hydro-Seeding & Mulching (Mix 2E) | | | 0200 665F000 40.000 EACH| 5.00000 200.00| 8.00000 320.00| Hay Bales | | | 0210 665J000 400.000 LF | 4.00000 1600.00| 8.00000 3200.00| Silt Fence, Type A | | | 0220 680A000 LUMP| 3500.00000 3500.00| 10000.00000 10000.00| Engineering Controls | | | 0230 701A004 1.000 MILE| 540.00000 540.00| 2000.00000 2000.00| Solid White, Class 1, Type A Traffic | | | Stripe | | | 0240 701A012 1.000 MILE| 540.00000 540.00| 2000.00000 2000.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe | | | 0250 740B000 213.000 SQFT| 12.00000 2556.00| 12.00000 2556.00| Construction Signs | | | 0260 740F002 8.000 EACH| 250.00000 2000.00| 300.00000 2400.00| Barricades, Type III | | | 0270 740I005 6.000 EACH| 150.00000 900.00| 450.00000 2700.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 230,875.17| $ 275,338.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 230,875.17| $ 275,338.55| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 048 -1 VENDOR RANKING CALL ORDER : 048 CONTRACT ID : 20020823048 COUNTIES : WILCOX LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 100 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : FBD-6600(201) for constructing the Base & Pavement for the approaches and the Concrete Ramps for the Docking Facility at Gee's Bend Ferry north of Camden. Length 1.199 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 10026 JRD CONTRACTING, INC. $ 541,637.90 100.0000% 2 01018 APAC-ALABAMA, INC. $ 596,314.63 110.0947% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 653,365.23 120.6277% 4 18024 RACON, INC. $ 688,850.42 127.1791% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 048 -2 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020823048 COUNTIES : WILCOX LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 01018 |( 3 ) 01007 |JRD CONTRACTING, INC. |APAC-ALABAMA, 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 210A000M 2777.000 M3 | 3.25000 9025.25| 6.80000 18883.60| 7.50000 20827.50 Unclassified Excavation | | | 0020 210C000M 640.000 M3 | 10.00000 6400.00| 13.80000 8832.00| 15.00000 9600.00 Muck Excavation | | | 0030 210E000M 170.000 M3 | 20.00000 3400.00| 19.50000 3315.00| 21.00000 3570.00 Borrow Excavation (Underwater Backfill) | | | 0040 214B001M 109.000 M3 | 40.00000 4360.00| 40.00000 4360.00| 30.00000 3270.00 Foundation Backfill, Commercial | | | 0050 230A000M 2.000 RBST| 600.00000 1200.00| 2100.00000 4200.00| 2100.00000 4200.00 Roadbed Processing | | | 0060 301A042M 10356.000 M2 | 1.50000 15534.00| 0.50000 5178.00| 0.50000 5178.00 Granular Soil Base Course, Type A, Road | | | Mixed, 150 mm Compacted Thickness | | | 0070 301A218M 9504.000 M2 | 2.00000 19008.00| 3.50000 33264.00| 3.50000 33264.00 Soil Aggregate Base Course, Type C, | | | Road Mixed, 125 mm Compacted Thickness | | | 0080 401A022M 8211.000 M2 | 2.70000 22169.70| 2.75000 22580.25| 2.75000 22580.25 Bituminous Treatment AK | | | 0090 405A000M 1166.000 L | 0.50000 583.00| 0.50000 583.00| 0.50000 583.00 Tack Coat | | | 0100 424A340M 473.000 MTON| 51.00000 24123.00| 60.00000 28380.00| 60.00000 28380.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 502A000M 4360.000 KG | 1.25000 5450.00| 1.25000 5450.00| 1.10000 4796.00 Steel Reinforcement | | | 0120 505E000M 2800.000 M | 84.50000 236600.00| 84.50000 236600.00| 100.00000 280000.00 Permanent Steel Sheet Piling (Type | | | TZ-27, 450mm Wide) | | | 0130 510A000M 120.000 M3 | 400.00000 48000.00| 400.00000 48000.00| 365.00000 43800.00 Bridge Substructure Concrete, Class A | | | 0140 600A000M LUMP| 60545.00000 60545.00| 80800.00000 80800.00| 84000.00000 84000.00 Mobilization | | | 0150 610C001M 785.000 MTON| 21.00000 16485.00| 32.80000 25748.00| 40.00000 31400.00 Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 048 -3 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020823048 COUNTIES : WILCOX LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 01018 |( 3 ) 01007 |JRD CONTRACTING, INC. |APAC-ALABAMA, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610D002M 314.000 M2 | 3.60000 1130.40| 3.00000 942.00| 2.50000 785.00 Filter Blanket, Geotextile (Non-Woven) | | | 0170 630C003M 4.000 EACH| 1000.00000 4000.00| 925.00000 3700.00| 925.00000 3700.00 Guardrail End Anchor, Type 13 | | | 0180 630C050M 4.000 EACH| 1500.00000 6000.00| 1550.00000 6200.00| 1550.00000 6200.00 Guardrail End Anchor, Type 20 Series | | | 0190 634D025M 2.000 EACH| 722.41000 1444.82| 2000.00000 4000.00| 1400.00000 2800.00 Gate,7.2 Meters Wide,Complete With | | | Fittings(Without Barbed Wire | | | 0200 650A000M 1500.000 M3 | 5.00000 7500.00| 13.00000 19500.00| 10.00000 15000.00 Topsoil | | | 0210 652A056M 2.000 HA | 1000.00000 2000.00| 1050.00000 2100.00| 1250.00000 2500.00 Seeding (Mix 2E) | | | 0220 656A000M 2.000 HA | 1000.00000 2000.00| 1000.00000 2000.00| 1250.00000 2500.00 Mulching, Class A, Type 1 | | | 0230 665F000M 30.000 EACH| 20.00000 600.00| 5.50000 165.00| 5.00000 150.00 Hay Bales | | | 0240 665I000M 50.000 MTON| 24.00000 1200.00| 47.25000 2362.50| 40.00000 2000.00 Temporary Riprap, Class 2 | | | 0250 665J000M 606.000 M | 15.00000 9090.00| 9.70000 5878.20| 15.00000 9090.00 Silt Fence, Type A | | | 0260 680A000M LUMP| 13619.25000 13619.25| 7000.00000 7000.00| 10650.00000 10650.00 Engineering Controls | | | 0270 701A028M 2.000 KM | 1243.00000 2486.00| 1243.00000 2486.00| 1243.00000 2486.00 Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0280 701A037M 1.000 KM | 1554.00000 1554.00| 1554.00000 1554.00| 1554.00000 1554.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0290 701A038M 1.000 KM | 621.00000 621.00| 621.00000 621.00| 621.00000 621.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0300 701A041M 1.000 KM | 621.00000 621.00| 621.00000 621.00| 621.00000 621.00 Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0310 701B006M 60.000 M | 3.28000 196.80| 3.28000 196.80| 3.28000 196.80 Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 048 -4 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020823048 COUNTIES : WILCOX LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 10026 |( 2 ) 01018 |( 3 ) 01007 |JRD CONTRACTING, INC. |APAC-ALABAMA, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701C002M 1.000 KM | 311.00000 311.00| 311.00000 311.00| 311.00000 311.00 Broken Temporary Traffic Stripe (Paint) | | | 0330 701C003M 1.000 KM | 311.00000 311.00| 311.00000 311.00| 311.00000 311.00 Solid Temporary Traffic Stripe (Paint) | | | 0340 703A002M 12.000 M2 | 107.64000 1291.68| 107.64000 1291.68| 107.64000 1291.68 Traffic Control Markings, Class 2, Type | | | A | | | 0350 705A032M 96.000 EACH| 10.00000 960.00| 10.00000 960.00| 10.00000 960.00 Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037M 48.000 EACH| 10.00000 480.00| 10.00000 480.00| 10.00000 480.00 Pavement Markers, Class A-H, Type 2-D | | | 0370 710A115M 8.000 M2 | 210.00000 1680.00| 158.00000 1264.00| 400.00000 3200.00 Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 0380 710A126M 3.000 SQ M| 216.00000 648.00| 200.00000 600.00| 400.00000 1200.00 Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 0390 710B001M 44.000 M | 21.25000 935.00| 18.90000 831.60| 36.00000 1584.00 Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0400 740B000M 26.000 M2 | 175.00000 4550.00| 90.00000 2340.00| 110.00000 2860.00 Construction Signs | | | 0410 740F002M 8.000 EACH| 200.00000 1600.00| 150.00000 1200.00| 330.00000 2640.00 Barricades, Type III | | | 0420 740G000M 15.000 EACH| 75.00000 1125.00| 55.00000 825.00| 55.00000 825.00 Barricades, Type I, (Portable, 600 mm | | | Wide) | | | 0430 740I005M 4.000 EACH| 200.00000 800.00| 100.00000 400.00| 350.00000 1400.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 541,637.90| $ 596,314.63| $ 653,365.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 541,637.90| $ 596,314.63| $ 653,365.23 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 048 -5 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020823048 COUNTIES : WILCOX LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210A000M 2777.000 M3 | 12.43000 34518.11| | Unclassified Excavation | | | 0020 210C000M 640.000 M3 | 15.70000 10048.00| | Muck Excavation | | | 0030 210E000M 170.000 M3 | 36.62000 6225.40| | Borrow Excavation (Underwater Backfill) | | | 0040 214B001M 109.000 M3 | 41.20000 4490.80| | Foundation Backfill, Commercial | | | 0050 230A000M 2.000 RBST| 1500.00000 3000.00| | Roadbed Processing | | | 0060 301A042M 10356.000 M2 | 3.59000 37178.04| | Granular Soil Base Course, Type A, Road | | | Mixed, 150 mm Compacted Thickness | | | 0070 301A218M 9504.000 M2 | 3.59000 34119.36| | Soil Aggregate Base Course, Type C, | | | Road Mixed, 125 mm Compacted Thickness | | | 0080 401A022M 8211.000 M2 | 3.27000 26849.97| | Bituminous Treatment AK | | | 0090 405A000M 1166.000 L | 0.59000 687.94| | Tack Coat | | | 0100 424A340M 473.000 MTON| 71.26000 33705.98| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 12.5mm Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0110 502A000M 4360.000 KG | 1.43000 6234.80| | Steel Reinforcement | | | 0120 505E000M 2800.000 M | 89.10000 249480.00| | Permanent Steel Sheet Piling (Type | | | TZ-27, 450mm Wide) | | | 0130 510A000M 120.000 M3 | 710.42000 85250.40| | Bridge Substructure Concrete, Class A | | | 0140 600A000M LUMP| 56544.42000 56544.42| | Mobilization | | | 0150 610C001M 785.000 MTON| 30.86000 24225.10| | Loose Riprap, Class 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 048 -6 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020823048 COUNTIES : WILCOX LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 610D002M 314.000 M2 | 4.78000 1500.92| | Filter Blanket, Geotextile (Non-Woven) | | | 0170 630C003M 4.000 EACH| 1098.55000 4394.20| | Guardrail End Anchor, Type 13 | | | 0180 630C050M 4.000 EACH| 1840.81000 7363.24| | Guardrail End Anchor, Type 20 Series | | | 0190 634D025M 2.000 EACH| 1306.38000 2612.76| | Gate,7.2 Meters Wide,Complete With | | | Fittings(Without Barbed Wire | | | 0200 650A000M 1500.000 M3 | 3.92000 5880.00| | Topsoil | | | 0210 652A056M 2.000 HA | 1907.49000 3814.98| | Seeding (Mix 2E) | | | 0220 656A000M 2.000 HA | 1614.03000 3228.06| | Mulching, Class A, Type 1 | | | 0230 665F000M 30.000 EACH| 5.66000 169.80| | Hay Bales | | | 0240 665I000M 50.000 MTON| 30.86000 1543.00| | Temporary Riprap, Class 2 | | | 0250 665J000M 606.000 M | 9.79000 5932.74| | Silt Fence, Type A | | | 0260 680A000M LUMP| 18730.00000 18730.00| | Engineering Controls | | | 0270 701A028M 2.000 KM | 1475.02000 2950.04| | Solid White, Class 2, Type A Traffic | | | Stripe (1.5 mm Thick) (150 mm Wide) | | | 0280 701A037M 1.000 KM | 1475.02000 1475.02| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0290 701A038M 1.000 KM | 1475.02000 1475.02| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0300 701A041M 1.000 KM | 1475.02000 1475.02| | Broken White, Class 2, Type A Traffic | | | Stripe (2.3 mm Thick) (150 mm Wide) | | | 0310 701B006M 60.000 M | 4.86000 291.60| | Dotted Class 2, Type A Traffic Stripe | | | (2.3 mm Thick) (150 mm Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 048 -7 TABULATION OF BIDS CALL ORDER : 048 CONTRACT ID : 20020823048 COUNTIES : WILCOX LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 4 ) 18024 |( ) |( ) |RACON, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 701C002M 1.000 KM | 771.95000 771.95| | Broken Temporary Traffic Stripe (Paint) | | | 0330 701C003M 1.000 KM | 771.95000 771.95| | Solid Temporary Traffic Stripe (Paint) | | | 0340 703A002M 12.000 M2 | 1.64000 19.68| | Traffic Control Markings, Class 2, Type | | | A | | | 0350 705A032M 96.000 EACH| 11.88000 1140.48| | Pavement Markers, Class A-H, Type 1-B | | | 0360 705A037M 48.000 EACH| 11.88000 570.24| | Pavement Markers, Class A-H, Type 2-D | | | 0370 710A115M 8.000 M2 | 195.96000 1567.68| | Class 4, Alum Flat Sign Panels 2.032 mm | | | Thick or Steel Flat Sign Panels 1.897 | | | mm Thick (Ty III or Ty IV Background) | | | 0380 710A126M 3.000 SQ M| 219.71000 659.13| | Class 8, Aluminum Flat Sign Panels 2. | | | 032mm Thick Or Steel Flat Sign Panels 1.| | | 897mm Thick(Type IX Background) | | | 0390 710B001M 44.000 M | 32.07000 1411.08| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0400 740B000M 26.000 M2 | 95.00000 2470.00| | Construction Signs | | | 0410 740F002M 8.000 EACH| 273.15000 2185.20| | Barricades, Type III | | | 0420 740G000M 15.000 EACH| 45.13000 676.95| | Barricades, Type I, (Portable, 600 mm | | | Wide) | | | 0430 740I005M 4.000 EACH| 302.84000 1211.36| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 688,850.42| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 688,850.42| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 076 -1 VENDOR RANKING CALL ORDER : 076 CONTRACT ID : 20020823076 COUNTIES : CHOCTAW WASHINGTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-012-017-001 for constructing the Planing, Resurfacing and Traffic Stripe ST-065-017-001 on S.R.#17 from MP 77.849 to MP 84.204 in Bolinger. Length 6.354 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 1,028,313.48 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 1,113,609.09 108.2947% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 076 -2 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20020823076 COUNTIES : CHOCTAW WASHINGTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 6.000 EACH| 80.00000 480.00| 69.72000 418.32| Mailbox Reset, Single | | | 0020 209A001 1.000 EACH| 195.00000 195.00| 69.71000 69.71| Mailbox Reset, Double | | | 0030 209A002 1.000 EACH| 271.00000 271.00| 69.71000 69.71| Mailbox Reset, Multiple | | | 0040 305A000 6850.000 CUYD| 7.03000 48155.50| 6.48000 44388.00| Borrow, Section 210, For Miscellaneous | | | Use | | | 0050 401B100 86600.000 SQYD| 0.58000 50228.00| 0.78000 67548.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 4319.000 GAL | 0.85000 3671.15| 0.81000 3498.39| Tack Coat | | | 0070 408A052 63500.000 SQYD| 0.33000 20955.00| 0.56000 35560.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0080 424A360 5275.000 TON | 35.00000 184625.00| 35.82000 188950.50| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A363 100.000 TON | 51.30000 5130.00| 87.07000 8707.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424A366 400.000 TON | 35.85000 14340.00| 54.64000 21856.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B651 11989.000 TON | 32.25000 386645.25| 34.58000 414579.62| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0120 424B655 100.000 TON | 48.65000 4865.00| 86.50000 8650.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 076 -3 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20020823076 COUNTIES : CHOCTAW WASHINGTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 424B659 5170.000 TON | 33.15000 171385.50| 38.08000 196873.60| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0140 430B000 100.000 TON | 19.25000 1925.00| 35.89000 3589.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0150 600A000 LUMP| 52000.00000 52000.00| 22542.80000 22542.80| Mobilization | | | 0160 652A057 8.000 ACRE| 490.75000 3926.00| 555.55000 4444.40| Seeding (Mix 3A) | | | 0170 656A000 8.000 ACRE| 490.75000 3926.00| 555.55000 4444.40| Mulching, Class A, Type 1 | | | 0180 665F000 100.000 EACH| 5.65000 565.00| 6.43000 643.00| Hay Bales | | | 0190 665J000 1000.000 LF | 2.70000 2700.00| 3.78000 3780.00| Silt Fence, Type A | | | 0200 701A028 13.000 MILE| 1315.00000 17095.00| 1499.99000 19499.87| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0210 701A046 2.000 MILE| 877.00000 1754.00| 944.44000 1888.88| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0220 701A048 12.000 MILE| 1315.00000 15780.00| 1666.65000 19999.80| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0230 701C002 4.000 MILE| 219.30000 877.20| 222.22000 888.88| Broken Temporary Traffic Stripe (Paint) | | | 0240 701C003 34.000 MILE| 274.00000 9316.00| 250.00000 8500.00| Solid Temporary Traffic Stripe (Paint) | | | 0250 701D007 1.000 MILE| 550.00000 550.00| 833.33000 833.33| Solid Traffic Stripe Removed (Paint) | | | 0260 701D014 1.000 MILE| 550.00000 550.00| 555.55000 555.55| Broken Traffic Stripe Removed (Paint) | | | 0270 701G125 688.000 LF | 4.93000 3391.84| 4.44000 3054.72| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 701G129 210.000 LF | 4.93000 1035.30| 3.89000 816.90| Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 076 -4 TABULATION OF BIDS CALL ORDER : 076 CONTRACT ID : 20020823076 COUNTIES : CHOCTAW WASHINGTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 08 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 701G133 268.000 LF | 4.93000 1321.24| 4.44000 1189.92| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0300 703A002 746.000 SQFT| 2.00000 1492.00| 2.00000 1492.00| Traffic Control Markings, Class 2, Type | | | A | | | 0310 703B002 272.000 SQFT| 2.20000 598.40| 2.00000 544.00| Traffic Control Legends, Class 2, Type | | | 0320 703D002 1872.000 SQFT| 0.55000 1029.60| 0.56000 1048.32| Temporary Traffic Control Markings | | | (Paint) | | | 0330 703E002 742.000 SQFT| 0.55000 408.10| 0.56000 415.52| Temporary Traffic Control Legends | | | (Paint) | | | 0340 705A032 66.000 EACH| 4.90000 323.40| 6.67000 440.22| Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 757.000 EACH| 4.90000 3709.30| 5.56000 4208.92| Pavement Markers, Class A-H, Type 2-D | | | 0360 740B000 679.000 SQFT| 10.30000 6993.70| 10.47000 7109.13| Construction Signs | | | 0370 740E000 100.000 EACH| 7.00000 700.00| 12.19000 1219.00| Cones (36 Inches High) | | | 0380 740M001 100.000 EACH| 7.00000 700.00| 7.39000 739.00| Ballast For Cone | | | 0390 740O000 1.000 EACH| 4700.00000 4700.00| 8552.68000 8552.68| Pilot Car | | | SECTION TOTALS | $ 1,028,313.48| $ 1,113,609.09| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,028,313.48| $ 1,113,609.09| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 077 -1 VENDOR RANKING CALL ORDER : 077 CONTRACT ID : 20020823077 COUNTIES : COLBERT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-017-247-001 for constructing the Resurfacing and Traffic Stripe on S.R.#247 from MP 20.83 near C.R.#49 to S.R.#2 (U.S.#72) west of Tuscumbia. Length 4.029 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19074 S & M EQUIPMENT CO., INC. $ 375,675.25 100.0000% 2 01018 APAC-ALABAMA, INC. $ 378,965.59 100.8758% 3 18031 ROGERS GROUP, INC. $ 432,849.85 115.2192% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 077 -2 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20020823077 COUNTIES : COLBERT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18031 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 1795.000 TON | 12.25000 21988.75| 11.09000 19906.55| 12.00000 21540.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 405A000 1699.000 GAL | 0.93000 1580.07| 0.98000 1665.02| 1.50000 2548.50 Tack Coat | | | 0030 424A360 3206.000 TON | 33.50000 107401.00| 35.09000 112498.54| 39.75000 127438.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A369 90.000 TON | 50.00000 4500.00| 38.80000 3492.00| 45.00000 4050.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424B651 6229.000 TON | 25.50000 158839.50| 26.95000 167871.55| 29.90000 186247.10 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0060 424B655 500.000 TON | 35.00000 17500.00| 49.31000 24655.00| 45.00000 22500.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B659 300.000 TON | 35.00000 10500.00| 32.82000 9846.00| 36.50000 10950.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 600A000 LUMP| 10000.00000 10000.00| 1862.36000 1862.36| 13395.82000 13395.82 Mobilization | | | 0090 701A028 8.000 MILE| 1312.50000 10500.00| 1275.00000 10200.00| 1250.00000 10000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A046 4.000 MILE| 960.75000 3843.00| 933.30000 3733.20| 915.00000 3660.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701A048 3.000 MILE| 1627.50000 4882.50| 1581.00000 4743.00| 1550.00000 4650.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 077 -3 TABULATION OF BIDS CALL ORDER : 077 CONTRACT ID : 20020823077 COUNTIES : COLBERT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19074 |( 2 ) 01018 |( 3 ) 18031 |S & M EQUIPMENT CO., INC. |APAC-ALABAMA, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 701C000 7.000 MILE| 346.50000 2425.50| 336.60000 2356.20| 330.00000 2310.00 Broken Temporary Traffic Stripe | | | 0130 701C001 5.000 MILE| 367.50000 1837.50| 357.00000 1785.00| 350.00000 1750.00 Solid Temporary Traffic Stripe | | | 0140 701G125 928.000 LF | 3.27000 3034.56| 3.17000 2941.76| 3.11000 2886.08 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0150 701G129 464.000 LF | 1.76000 816.64| 1.71000 793.44| 1.68000 779.52 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0160 701G133 464.000 LF | 3.66000 1698.24| 3.56000 1651.84| 3.49000 1619.36 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 703A002 216.000 SQFT| 2.10000 453.60| 2.04000 440.64| 2.00000 432.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D001 120.000 SQFT| 1.37000 164.40| 1.33000 159.60| 1.30000 156.00 Temporary Traffic Control Markings | | | 0190 705A032 89.000 EACH| 5.25000 467.25| 5.10000 453.90| 5.00000 445.00 Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 299.000 EACH| 5.51000 1647.49| 5.36000 1602.64| 5.25000 1569.75 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 757.000 SQFT| 8.25000 6245.25| 7.76000 5874.32| 7.46000 5647.22 Construction Signs | | | 0220 740D000 50.000 EACH| 45.00000 2250.00| 0.58000 29.00| 42.00000 2100.00 Channelizing Drums | | | 0230 740E000 50.000 EACH| 10.00000 500.00| 0.58000 29.00| 2.00000 100.00 Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 7.00000 350.00| 0.58000 29.00| 1.50000 75.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 2250.00000 2250.00| 346.03000 346.03| 6000.00000 6000.00 Pilot Car | | | SECTION TOTALS | $ 375,675.25| $ 378,965.59| $ 432,849.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 375,675.25| $ 378,965.59| $ 432,849.85 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 078 -1 VENDOR RANKING CALL ORDER : 078 CONTRACT ID : 20020823078 COUNTIES : MARION LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-047-017-001 for constructing the Widening, Resurfacing and Traffic Stripe on S.R.#17 from MP 286.94 near Northfork Creek to MP 290.34 in Hackleburg. Length 3.400 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 510,131.02 100.0000% 2 18031 ROGERS GROUP, INC. $ 531,582.99 104.2052% 3 19074 S & M EQUIPMENT CO., INC. $ 536,895.55 105.2466% 4 04013 DUNN CONSTRUCTION COMPANY, INC. $ 562,043.39 110.1763% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 078 -2 TABULATION OF BIDS CALL ORDER : 078 CONTRACT ID : 20020823078 COUNTIES : MARION LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 1508.000 TON | 14.03000 21157.24| 12.50000 18850.00| 13.00000 19604.00 Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 306F000 3.000 EACH| 6850.72000 20552.16| 6550.00000 19650.00| 10000.00000 30000.00 State Retained Nuclear Thin Layer | | | Density Testing Device (Includes | | | Disposal Of Existing Device) | | | 0030 405A000 1744.000 GAL | 1.00000 1744.00| 1.50000 2616.00| 1.25000 2180.00 Tack Coat | | | 0040 424A360 3170.000 TON | 36.58000 115958.60| 39.00000 123630.00| 38.00000 120460.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A369 26.000 TON | 42.10000 1094.60| 42.00000 1092.00| 50.00000 1300.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B651 6340.000 TON | 28.88000 183099.20| 30.00000 190200.00| 28.00000 177520.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B655 400.000 TON | 55.13000 22052.00| 45.00000 18000.00| 40.00000 16000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 200.000 TON | 35.17000 7034.00| 42.00000 8400.00| 40.00000 8000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B662 52.000 TON | 38.61000 2007.72| 42.00000 2184.00| 50.00000 2600.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424C371 1996.000 TON | 30.76000 61396.96| 30.00000 59880.00| 30.00000 59880.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 078 -3 TABULATION OF BIDS CALL ORDER : 078 CONTRACT ID : 20020823078 COUNTIES : MARION LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 18031 |( 3 ) 19074 |APAC-ALABAMA, INC. |ROGERS GROUP, INC. |S & M EQUIPMENT CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 600A000 LUMP| 3053.14000 3053.14| 13056.58000 13056.58| 15000.00000 15000.00 Mobilization | | | 0120 701C000 4.000 MILE| 336.60000 1346.40| 330.00000 1320.00| 380.00000 1520.00 Broken Temporary Traffic Stripe | | | 0130 701C001 11.000 MILE| 357.00000 3927.00| 350.00000 3850.00| 405.00000 4455.00 Solid Temporary Traffic Stripe | | | 0140 702A041 7.000 MILE| 4029.00000 28203.00| 3950.00000 27650.00| 4550.00000 31850.00 Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A042 2.000 MILE| 2014.50000 4029.00| 1975.00000 3950.00| 2275.00000 4550.00 Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 6.000 MILE| 4029.00000 24174.00| 3950.00000 23700.00| 4543.00000 27258.00 Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 703A002 208.000 SQFT| 2.04000 424.32| 2.00000 416.00| 2.30000 478.40 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D001 120.000 SQFT| 1.33000 159.60| 1.30000 156.00| 1.50000 180.00 Temporary Traffic Control Markings | | | 0190 705A032 106.000 EACH| 5.10000 540.60| 5.00000 530.00| 5.75000 609.50 Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 363.000 EACH| 5.36000 1945.68| 5.25000 1905.75| 6.05000 2196.15 Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 746.000 SQFT| 7.76000 5788.96| 7.46000 5565.16| 8.25000 6154.50 Construction Signs | | | 0220 740D000 50.000 EACH| 0.59000 29.50| 16.20000 810.00| 45.00000 2250.00 Channelizing Drums | | | 0230 740E000 50.000 EACH| 0.59000 29.50| 2.05000 102.50| 10.00000 500.00 Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 0.59000 29.50| 1.38000 69.00| 7.00000 350.00 Ballast For Cone | | | 0250 740O000 1.000 EACH| 354.34000 354.34| 4000.00000 4000.00| 2000.00000 2000.00 Pilot Car | | | SECTION TOTALS | $ 510,131.02| $ 531,582.99| $ 536,895.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 510,131.02| $ 531,582.99| $ 536,895.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 078 -4 TABULATION OF BIDS CALL ORDER : 078 CONTRACT ID : 20020823078 COUNTIES : MARION LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 1508.000 TON | 15.61000 23539.88| | Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0020 306F000 3.000 EACH| 6796.79000 20390.37| | State Retained Nuclear Thin Layer | | | Density Testing Device (Includes | | | Disposal Of Existing Device) | | | 0030 405A000 1744.000 GAL | 0.81000 1412.64| | Tack Coat | | | 0040 424A360 3170.000 TON | 39.09000 123915.30| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A369 26.000 TON | 54.33000 1412.58| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424B651 6340.000 TON | 32.68000 207191.20| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0070 424B655 400.000 TON | 45.49000 18196.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B659 200.000 TON | 39.04000 7808.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B662 52.000 TON | 39.51000 2054.52| | Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424C371 1996.000 TON | 34.67000 69201.32| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 078 -5 TABULATION OF BIDS CALL ORDER : 078 CONTRACT ID : 20020823078 COUNTIES : MARION LETTING DATE : 08/23/02 10:00 AM DISTRICT : 02 SET-ASIDE : ==================================================================================================================================== |( 4 ) 04013 |( ) |( ) |DUNN CONSTRUCTION CO., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 600A000 LUMP| 7978.80000 7978.80| | Mobilization | | | 0120 701C000 4.000 MILE| 362.32000 1449.28| | Broken Temporary Traffic Stripe | | | 0130 701C001 11.000 MILE| 384.28000 4227.08| | Solid Temporary Traffic Stripe | | | 0140 702A041 7.000 MILE| 4336.87000 30358.09| | Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0150 702A042 2.000 MILE| 2168.44000 4336.88| | Broken Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A043 6.000 MILE| 4336.87000 26021.22| | Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 703A002 208.000 SQFT| 2.20000 457.60| | Traffic Control Markings, Class 2, Type | | | A | | | 0180 703D001 120.000 SQFT| 1.43000 171.60| | Temporary Traffic Control Markings | | | 0190 705A032 106.000 EACH| 5.50000 583.00| | Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 363.000 EACH| 5.76000 2090.88| | Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 746.000 SQFT| 8.42000 6281.32| | Construction Signs | | | 0220 740D000 50.000 EACH| 10.46000 523.00| | Channelizing Drums | | | 0230 740E000 50.000 EACH| 3.78000 189.00| | Cones (36 Inches High) | | | 0240 740M001 50.000 EACH| 3.78000 189.00| | Ballast For Cone | | | 0250 740O000 1.000 EACH| 2064.83000 2064.83| | Pilot Car | | | SECTION TOTALS | $ 562,043.39| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 562,043.39| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 079 -1 VENDOR RANKING CALL ORDER : 079 CONTRACT ID : 20020823079 COUNTIES : MOBILE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : MOBILE PROJECT(S) : ST-049-188-003 for constructing the Resurfacing and Traffic Stripe on S.R.#188 from the Franklin Creek bridge (MP 0.422) to S.R.#193 (MP 19.632) at Alabama Port. Length - 15.885 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 846,414.92 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 951,885.60 112.4609% 3 20044 FRANK TURNER CONSTRUCTION CO., INC. $ 1,051,369.39 124.2144% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 079 -2 TABULATION OF BIDS CALL ORDER : 079 CONTRACT ID : 20020823079 COUNTIES : MOBILE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20044 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |FRANK TURNER CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 405A000 8405.000 GAL | 1.15000 9665.75| 0.85000 7144.25| 1.15000 9665.75 Tack Coat | | | 0020 424A361 20096.000 TON | 30.92000 621368.32| 34.15000 686278.40| 38.89000 781533.44 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0030 600A000 LUMP| 27478.57000 27478.57| 69710.00000 69710.00| 51000.00000 51000.00 Mobilization | | | 0040 650A000 5000.000 CUYD| 7.20000 36000.00| 6.10000 30500.00| 8.00000 40000.00 Topsoil | | | 0050 652A061 12.000 ACRE| 537.65000 6451.80| 506.00000 6072.00| 650.00000 7800.00 Seeding (Mix 3E) | | | 0060 656A000 12.000 ACRE| 537.65000 6451.80| 475.00000 5700.00| 650.00000 7800.00 Mulching, Class A, Type 1 | | | 0070 665F000 1338.000 EACH| 6.18000 8268.84| 4.70000 6288.60| 5.00000 6690.00 Hay Bales | | | 0080 665J000 1596.000 LF | 3.34000 5330.64| 3.10000 4947.60| 4.75000 7581.00 Silt Fence, Type A | | | 0090 666A001 12.000 ACRE| 37.64000 451.68| 43.50000 522.00| 100.00000 1200.00 Pest Control Treatment | | | 0100 701A028 32.000 MILE| 940.89000 30108.48| 1313.00000 42016.00| 1500.00000 48000.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 12.000 MILE| 618.30000 7419.60| 875.00000 10500.00| 850.00000 10200.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 14.000 MILE| 1424.77000 19946.78| 1313.00000 18382.00| 1625.00000 22750.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 545.000 LF | 0.48000 261.60| 1.10000 599.50| 1.00000 545.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0140 701C000 12.000 MILE| 241.94000 2903.28| 218.80000 2625.60| 200.00000 2400.00 Broken Temporary Traffic Stripe | | | 0150 701C001 46.000 MILE| 349.47000 16075.62| 273.50000 12581.00| 250.00000 11500.00 Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 079 -3 TABULATION OF BIDS CALL ORDER : 079 CONTRACT ID : 20020823079 COUNTIES : MOBILE LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 13008 |( 3 ) 20044 |HOSEA O. WEAVER & SONS, INC |MOBILE ASPHALT COMPANY, LLC |FRANK TURNER CONSTRUCTION CO., LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701G125 1510.000 LF | 4.79000 7232.90| 4.90000 7399.00| 3.90000 5889.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701G133 1510.000 LF | 5.00000 7550.00| 4.90000 7399.00| 3.90000 5889.00 Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701H001 3020.000 LF | 0.48000 1449.60| 1.10000 3322.00| 0.35000 1057.00 Solid Traffic Stripe Removed (Plastic) | | | 0190 703A002 3670.000 SQFT| 1.67000 6128.90| 2.00000 7340.00| 1.80000 6606.00 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 342.000 SQFT| 2.26000 772.92| 2.20000 752.40| 1.80000 615.60 Traffic Control Legends, Class 2, Type | | | 0210 703D002 3670.000 SQFT| 0.97000 3559.90| 0.55000 2018.50| 0.50000 1835.00 Temporary Traffic Control Markings | | | (Paint) | | | 0220 703E002 137.000 SQFT| 1.51000 206.87| 0.55000 75.35| 0.60000 82.20 Temporary Traffic Control Legends | | | (Paint) | | | 0230 705A032 873.000 EACH| 4.19000 3657.87| 4.90000 4277.70| 4.90000 4277.70 Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 903.000 EACH| 4.19000 3783.57| 4.90000 4424.70| 4.90000 4424.70 Pavement Markers, Class A-H, Type 2-D | | | 0250 705A038 100.000 EACH| 4.19000 419.00| 4.90000 490.00| 4.90000 490.00 Pavement Markers, Class A-H, Type 2-E | | | 0260 740B000 1007.000 SQFT| 10.59000 10664.13| 10.00000 10070.00| 9.00000 9063.00 Construction Signs | | | 0270 740E000 150.000 EACH| 11.65000 1747.50| 2.00000 300.00| 10.00000 1500.00 Cones (36 Inches High) | | | 0280 740M001 150.000 EACH| 7.06000 1059.00| 1.00000 150.00| 6.50000 975.00 Ballast For Cone | | | SECTION TOTALS | $ 846,414.92| $ 951,885.60| $ 1,051,369.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 846,414.92| $ 951,885.60| $ 1,051,369.39 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 080 -1 VENDOR RANKING CALL ORDER : 080 CONTRACT ID : 20020823080 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-003-051-003 for constructing the Resurfacing and Traffic Stripe on S.R.#51 from the Barbour County line to S.R.#10 in Clio. Length - 8.539 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 797,979.37 100.0000% 2 01018 APAC-ALABAMA, INC. $ 898,020.51 112.5368% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 080 -2 TABULATION OF BIDS CALL ORDER : 080 CONTRACT ID : 20020823080 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 206C010 43.000 SQYD| 20.00000 860.00| 8.45000 363.35| Removing Concrete Driveway | | | 0020 209A000 2.000 EACH| 125.00000 250.00| 40.00000 80.00| Mailbox Reset, Single | | | 0030 210D011 4849.000 CUYD| 5.00000 24245.00| 5.50000 26669.50| Borrow Excavation (A-4 or Better) | | | 0040 212A000 855.000 STA | 26.00000 22230.00| 17.00000 14535.00| Machine Grading Shoulders | | | 0050 401B100 129233.000 SQYD| 0.67000 86586.11| 0.52000 67201.16| Bituminous Treatment E (With Polymer | | | Additive) | | | 0060 405A000 1500.000 GAL | 1.65000 2475.00| 4.00000 6000.00| Tack Coat | | | 0070 424A361 11152.000 TON | 34.65000 386416.80| 39.95000 445522.40| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 4253.000 TON | 35.75000 152044.75| 39.00000 165867.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 12000.00000 12000.00| 63000.00000 63000.00| Mobilization | | | 0100 618B002 43.000 SQYD| 40.00000 1720.00| 42.00000 1806.00| Concrete Driveway, 6" Thick | | | 0110 651B000 40.000 TON | 34.00000 1360.00| 32.00000 1280.00| Agricultural Limestone | | | 0120 652A061 20.000 ACRE| 355.00000 7100.00| 350.00000 7000.00| Seeding (Mix 3E) | | | 0130 656A000 20.000 ACRE| 290.00000 5800.00| 305.00000 6100.00| Mulching, Class A, Type 1 | | | 0140 665F000 100.000 EACH| 4.00000 400.00| 3.50000 350.00| Hay Bales | | | 0150 665J000 1500.000 LF | 3.00000 4500.00| 2.65000 3975.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 080 -3 TABULATION OF BIDS CALL ORDER : 080 CONTRACT ID : 20020823080 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 680A000 LUMP| 1500.00000 1500.00| 706.20000 706.20| Engineering Controls | | | 0170 701A028 18.000 MILE| 1074.60000 19342.80| 1080.00000 19440.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A041 1.000 MILE| 845.75000 845.75| 850.00000 850.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A046 4.000 MILE| 845.75000 3383.00| 850.00000 3400.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 13.000 MILE| 1452.70000 18885.10| 1460.00000 18980.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701C000 9.000 MILE| 263.68000 2373.12| 265.00000 2385.00| Broken Temporary Traffic Stripe | | | 0220 701C001 60.000 MILE| 273.63000 16417.80| 275.00000 16500.00| Solid Temporary Traffic Stripe | | | 0230 701D007 1.000 MILE| 1293.50000 1293.50| 1300.00000 1300.00| Solid Traffic Stripe Removed (Paint) | | | 0240 701D008 1.000 MILE| 1393.00000 1393.00| 1400.00000 1400.00| Solid Traffic Stripe Removed (Plastic) | | | 0250 701D014 1.000 MILE| 895.50000 895.50| 900.00000 900.00| Broken Traffic Stripe Removed (Paint) | | | 0260 701D015 1.000 MILE| 895.50000 895.50| 900.00000 900.00| Broken Traffic Stripe Removed (Plastic) | | | 0270 703A002 1760.000 SQFT| 1.59000 2798.40| 1.60000 2816.00| Traffic Control Markings, Class 2, Type | | | A | | | 0280 703D001 1440.000 SQFT| 0.60000 864.00| 0.60000 864.00| Temporary Traffic Control Markings | | | 0290 705A031 28.000 EACH| 4.48000 125.44| 4.50000 126.00| Pavement Markers, Class A-H, Type 1-A | | | 0300 705A032 283.000 EACH| 4.48000 1267.84| 4.50000 1273.50| Pavement Markers, Class A-H, Type 1-B | | | 0310 705A037 947.000 EACH| 4.68000 4431.96| 4.70000 4450.90| Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 080 -4 TABULATION OF BIDS CALL ORDER : 080 CONTRACT ID : 20020823080 COUNTIES : BARBOUR LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01018 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-ALABAMA, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740B000 1355.000 SQFT| 7.50000 10162.50| 7.90000 10704.50| Construction Signs | | | 0330 740E000 50.000 EACH| 14.45000 722.50| 9.50000 475.00| Cones (36 Inches High) | | | 0340 740M001 50.000 EACH| 7.88000 394.00| 6.00000 300.00| Ballast For Cone | | | 0350 740O000 1.000 EACH| 2000.00000 2000.00| 500.00000 500.00| Pilot Car | | | SECTION TOTALS | $ 797,979.37| $ 898,020.51| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 797,979.37| $ 898,020.51| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 082 -1 VENDOR RANKING CALL ORDER : 082 CONTRACT ID : 20020823082 COUNTIES : HOUSTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : DOTHAN PROJECT(S) : IAR-035-000-006 for constructing the Resurfacing and Traffic Stripe on Napier Field Road from S.R.#53 (U.S.#231) in Dothan to the Dale County line. Length - 0.985 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 175,171.10 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 205,298.99 117.1991% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 082 -2 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020823082 COUNTIES : HOUSTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( ) |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 401B108 25430.000 SQYD| 0.75000 19072.50| 0.87000 22124.10| Bituminous Treatment G (With Polymer | | | Additive) | | | 0020 405A000 1600.000 GAL | 2.25000 3600.00| 1.75000 2800.00| Tack Coat | | | 0030 429A241 2260.000 TON | 39.75000 89835.00| 44.15000 99779.00| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0040 429A246 760.000 TON | 39.15000 29754.00| 45.65000 34694.00| Improved Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C | | | 0050 600A000 LUMP| 12400.00000 12400.00| 20000.00000 20000.00| Mobilization | | | 0060 622B000 7.000 EACH| 350.00000 2450.00| 750.00000 5250.00| Gratings Reset | | | 0070 701A031 2.000 MILE| 860.00000 1720.00| 855.70000 1711.40| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0080 701A035 2.000 MILE| 975.00000 1950.00| 970.13000 1940.26| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0090 701A040 2.000 MILE| 540.00000 1080.00| 537.30000 1074.60| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 1.000 MILE| 540.00000 540.00| 537.30000 537.30| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701B005 1350.000 LF | 0.42000 567.00| 0.42000 567.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0120 701C000 3.000 MILE| 250.00000 750.00| 248.75000 746.25| Broken Temporary Traffic Stripe | | | 0130 701C001 4.000 MILE| 270.00000 1080.00| 268.65000 1074.60| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 082 -3 TABULATION OF BIDS CALL ORDER : 082 CONTRACT ID : 20020823082 COUNTIES : HOUSTON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 07 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 23024 |( ) |APAC-ALABAMA, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703A002 2225.000 SQFT| 1.50000 3337.50| 1.49000 3315.25| Traffic Control Markings, Class 2, Type | | | A | | | 0150 703B002 247.000 SQFT| 2.00000 494.00| 1.99000 491.53| Traffic Control Legends, Class 2, Type | | | 0160 703D001 2642.000 SQFT| 0.50000 1321.00| 0.50000 1321.00| Temporary Traffic Control Markings | | | 0170 705A030 20.000 EACH| 4.60000 92.00| 4.58000 91.60| Pavement Markers, Class A-H, Type 2-C | | | 0180 705A031 70.000 EACH| 4.40000 308.00| 4.38000 306.60| Pavement Markers, Class A-H, Type 1-A | | | 0190 705A032 175.000 EACH| 4.40000 770.00| 4.38000 766.50| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 100.000 EACH| 4.60000 460.00| 4.58000 458.00| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 244.000 SQFT| 7.90000 1927.60| 12.50000 3050.00| Construction Signs | | | 0220 740E000 75.000 EACH| 9.50000 712.50| 10.00000 750.00| Cones (36 Inches High) | | | 0230 740M001 75.000 EACH| 6.00000 450.00| 6.00000 450.00| Ballast For Cone | | | 0240 740O000 1.000 EACH| 500.00000 500.00| 2000.00000 2000.00| Pilot Car | | | SECTION TOTALS | $ 175,171.10| $ 205,298.99| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 175,171.10| $ 205,298.99| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 083 -1 VENDOR RANKING CALL ORDER : 083 CONTRACT ID : 20020823083 COUNTIES : MORGAN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 01 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-301-521-036-202 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#36 from New Cut Road at MP 15.900 to S.R.#3 (U.S.#31) in Hartselle. Length 4.593 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 616,788.38 100.0000% 2 07002 GOOD HOPE CONTRACTING CO., INC. $ 677,905.94 109.9090% 3 18031 ROGERS GROUP, INC. $ 737,646.82 119.5948% 4 01018 APAC-ALABAMA, INC. $ 752,256.17 121.9634% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 083 -2 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020823083 COUNTIES : MORGAN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 18031 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 80.000 SQYD| 9.40000 752.00| 10.00000 800.00| 70.00000 5600.00 Removing Concrete Driveway | | | 0020 405A000 2500.000 GAL | 0.90000 2250.00| 1.00000 2500.00| 2.00000 5000.00 Tack Coat | | | 0030 408A052 64780.000 SQYD| 0.35000 22673.00| 0.70000 45346.00| 1.00000 64780.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 2250.000 SQYD| 0.50000 1125.00| 1.00000 2250.00| 1.50000 3375.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B000 1.000 EACH| 500.00000 500.00| 5000.00000 5000.00| 1000.00000 1000.00 State Furnished Profilograph | | | 0060 424A361 6200.000 TON | 33.73000 209126.00| 32.49000 201438.00| 36.00000 223200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B659 11337.000 TON | 26.19000 296916.03| 25.52000 289320.24| 27.00000 306099.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424C370 1620.000 TON | 26.19000 42427.80| 25.52000 41342.40| 28.00000 45360.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 430B004 1920.000 TON | 9.00000 17280.00| 9.00000 17280.00| 11.50000 22080.00 Aggregate Surfacing (ALDOT #810) | | | 0100 600A000 LUMP| 1.00000 1.00| 20000.00000 20000.00| 10036.00000 10036.00 Mobilization | | | 0110 701A032 6.000 MILE| 820.00000 4920.00| 1260.00000 7560.00| 1260.00000 7560.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 5.000 MILE| 355.00000 1775.00| 840.00000 4200.00| 840.00000 4200.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A080 10.000 MILE| 591.00000 5910.00| 850.00000 8500.00| 850.00000 8500.00 Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 083 -3 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020823083 COUNTIES : MORGAN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 01 SET-ASIDE : ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 07002 |( 3 ) 18031 |SHELBY CONTRACTING CO., INC |GOOD HOPE CONTRACTING CO., |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 300.000 LF | 0.25000 75.00| 0.72000 216.00| 0.72000 216.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 10.000 MILE| 75.00000 750.00| 320.00000 3200.00| 320.00000 3200.00 Broken Temporary Traffic Stripe | | | 0160 701C001 30.000 MILE| 157.00000 4710.00| 340.00000 10200.00| 340.00000 10200.00 Solid Temporary Traffic Stripe | | | 0170 703A002 1500.000 SQFT| 1.00000 1500.00| 1.80000 2700.00| 1.80000 2700.00 Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 135.000 SQFT| 1.50000 202.50| 2.80000 378.00| 2.80000 378.00 Traffic Control Legends, Class 2, Type | | | 0190 705A030 312.000 EACH| 2.65000 826.80| 4.90000 1528.80| 4.90000 1528.80 Pavement Markers, Class A-H, Type 2-C | | | 0200 705A032 100.000 EACH| 2.65000 265.00| 4.70000 470.00| 4.70000 470.00 Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 420.000 EACH| 2.65000 1113.00| 4.90000 2058.00| 4.90000 2058.00 Pavement Markers, Class A-H, Type 2-D | | | 0220 705A038 25.000 EACH| 2.65000 66.25| 4.90000 122.50| 4.90000 122.50 Pavement Markers, Class A-H, Type 2-E | | | 0230 740B000 812.000 SQFT| 2.00000 1624.00| 8.00000 6496.00| 7.46000 6057.52 Construction Signs | | | 0240 740D000 200.000 EACH| 0.00000 0.00| 10.00000 2000.00| 16.20000 3240.00 Channelizing Drums | | | 0250 740E000 200.000 EACH| 0.00000 0.00| 10.00000 2000.00| 2.05000 410.00 Cones (36 Inches High) | | | 0260 740M001 200.000 EACH| 0.00000 0.00| 5.00000 1000.00| 1.38000 276.00 Ballast For Cone | | | SECTION TOTALS | $ 616,788.38| $ 677,905.94| $ 737,646.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 616,788.38| $ 677,905.94| $ 737,646.82 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 083 -4 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020823083 COUNTIES : MORGAN LETTING DATE : 08/23/02 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 206C010 80.000 SQYD| 35.57000 2845.60| | Removing Concrete Driveway | | | 0020 405A000 2500.000 GAL | 1.56000 3900.00| | Tack Coat | | | 0030 408A052 64780.000 SQYD| 0.77000 49880.60| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 2250.000 SQYD| 2.88000 6480.00| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410B000 1.000 EACH| 1777.61000 1777.61| | State Furnished Profilograph | | | 0060 424A361 6200.000 TON | 35.68000 221216.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424B659 11337.000 TON | 28.31000 320950.47| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424C370 1620.000 TON | 35.29000 57169.80| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 430B004 1920.000 TON | 15.94000 30604.80| | Aggregate Surfacing (ALDOT #810) | | | 0100 600A000 LUMP| 3620.39000 3620.39| | Mobilization | | | 0110 701A032 6.000 MILE| 1260.00000 7560.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 5.000 MILE| 840.00000 4200.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A080 10.000 MILE| 850.00000 8500.00| | Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 083 -5 TABULATION OF BIDS CALL ORDER : 083 CONTRACT ID : 20020823083 COUNTIES : MORGAN LETTING DATE : 08/23/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 300.000 LF | 0.72000 216.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 10.000 MILE| 320.00000 3200.00| | Broken Temporary Traffic Stripe | | | 0160 701C001 30.000 MILE| 340.00000 10200.00| | Solid Temporary Traffic Stripe | | | 0170 703A002 1500.000 SQFT| 1.80000 2700.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 135.000 SQFT| 2.80000 378.00| | Traffic Control Legends, Class 2, Type | | | 0190 705A030 312.000 EACH| 4.90000 1528.80| | Pavement Markers, Class A-H, Type 2-C | | | 0200 705A032 100.000 EACH| 4.70000 470.00| | Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 420.000 EACH| 4.90000 2058.00| | Pavement Markers, Class A-H, Type 2-D | | | 0220 705A038 25.000 EACH| 4.90000 122.50| | Pavement Markers, Class A-H, Type 2-E | | | 0230 740B000 812.000 SQFT| 7.80000 6333.60| | Construction Signs | | | 0240 740D000 200.000 EACH| 27.67000 5534.00| | Channelizing Drums | | | 0250 740E000 200.000 EACH| 4.04000 808.00| | Cones (36 Inches High) | | | 0260 740M001 200.000 EACH| 0.01000 2.00| | Ballast For Cone | | | SECTION TOTALS | $ 752,256.17| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 752,256.17| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 084 -1 VENDOR RANKING CALL ORDER : 084 CONTRACT ID : 20020823084 COUNTIES : BLOUNT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-052-160-208 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#160 from Nectar to S.R.#53 (U.S.#231) in Cleveland. Length 4.800 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 549,122.60 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 559,051.17 101.8081% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 084 -2 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20020823084 COUNTIES : BLOUNT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 04013 |( ) |WHITAKER CONTRACTING CORPOR |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 6.000 EACH| 100.00000 600.00| 121.47000 728.82| Mailbox Reset, Single | | | 0020 401B100 77704.000 SQYD| 0.59020 45860.90| 0.70000 54392.80| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 2661.000 GAL | 0.10000 266.10| 0.90000 2394.90| Tack Coat | | | 0040 408A053 28829.000 SQYD| 0.46000 13261.34| 1.19000 34306.51| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 424A361 7314.000 TON | 36.51000 267034.14| 33.97000 248456.58| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424B652 4921.000 TON | 29.82000 146744.22| 30.94000 152255.74| Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | 0070 600A000 LUMP| 23000.00000 23000.00| 6652.11000 6652.11| Mobilization | | | 0080 665F000 50.000 EACH| 1.00000 50.00| 6.00000 300.00| Hay Bales | | | 0090 665J000 150.000 LF | 1.00000 150.00| 3.60000 540.00| Silt Fence, Type A | | | 0100 701A028 10.000 MILE| 1230.00000 12300.00| 1395.62000 13956.20| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0110 701A046 2.000 MILE| 875.00000 1750.00| 992.82000 1985.64| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 9.000 MILE| 1540.00000 13860.00| 1747.36000 15726.24| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 101.000 LF | 0.70000 70.70| 0.79000 79.79| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 084 -3 TABULATION OF BIDS CALL ORDER : 084 CONTRACT ID : 20020823084 COUNTIES : BLOUNT LETTING DATE : 08/23/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 23009 |( 2 ) 04013 |( ) |WHITAKER CONTRACTING CORPOR |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C000 4.000 MILE| 320.00000 1280.00| 363.09000 1452.36| Broken Temporary Traffic Stripe | | | 0150 701C001 17.000 MILE| 340.00000 5780.00| 385.78000 6558.26| Solid Temporary Traffic Stripe | | | 0160 703A002 4078.000 SQFT| 1.80000 7340.40| 2.04000 8319.12| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 342.000 SQFT| 2.80000 957.60| 3.18000 1087.56| Traffic Control Legends, Class 2, Type | | | 0180 703D001 960.000 SQFT| 1.30000 1248.00| 1.48000 1420.80| Temporary Traffic Control Markings | | | 0190 705A032 104.000 EACH| 4.80000 499.20| 5.45000 566.80| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 458.000 EACH| 5.00000 2290.00| 5.68000 2601.44| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 353.000 SQFT| 9.00000 3177.00| 8.70000 3071.10| Construction Signs | | | 0220 740E000 229.000 EACH| 6.00000 1374.00| 6.00000 1374.00| Cones (36 Inches High) | | | 0230 740M001 229.000 EACH| 1.00000 229.00| 3.60000 824.40| Ballast For Cone | | | SECTION TOTALS | $ 549,122.60| $ 559,051.17| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 549,122.60| $ 559,051.17| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 085 -1 VENDOR RANKING CALL ORDER : 085 CONTRACT ID : 20020823085 COUNTIES : SHELBY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-303-595-025-209 for constructing the Resurfacing and Traffic Stripe on S.R.#25 from S.R.#53 (U.S.#231) in Vincent to C.R.#55 in Sterrett. Length 6.124 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 431,837.80 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 434,524.55 100.6222% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 085 -2 TABULATION OF BIDS CALL ORDER : 085 CONTRACT ID : 20020823085 COUNTIES : SHELBY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( ) |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 7.000 EACH| 202.76000 1419.32| 135.00000 945.00| Mailbox Reset, Single | | | 0020 209A002 2.000 EACH| 402.95000 805.90| 175.00000 350.00| Mailbox Reset, Multiple | | | 0030 305A040 400.000 CUYD| 26.85000 10740.00| 20.60000 8240.00| Soil Aggregate, Section 823, Chert or | | | Red Dog, For Miscellaneous Use | | | 0040 405A000 2911.000 GAL | 1.31000 3813.41| 1.00000 2911.00| Tack Coat | | | 0050 424A341 7274.000 TON | 32.98000 239896.52| 33.30000 242224.20| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0060 424A346 100.000 TON | 52.13000 5213.00| 55.60000 5560.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424B641 100.000 TON | 69.35000 6935.00| 55.00000 5500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching 1 1/2" Maximum | | | Aggregate Size Mix, Esal Range A/B | | | 0080 600A000 LUMP| 17366.12000 17366.12| 13300.00000 13300.00| Mobilization | | | 0090 665F000 50.000 EACH| 8.07000 403.50| 7.25000 362.50| Hay Bales | | | 0100 665J000 150.000 LF | 8.16000 1224.00| 7.25000 1087.50| Silt Fence, Type A | | | 0102 701A006 5.000 MILE| 6825.00000 34125.00| 7385.00000 36925.00| Solid White, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0104 701A010 2.000 MILE| 5512.50000 11025.00| 5965.00000 11930.00| Broken Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | 0106 701A014 3.000 MILE| 6825.00000 20475.00| 7358.00000 22074.00| Solid Yellow, Class 1, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 085 -3 TABULATION OF BIDS CALL ORDER : 085 CONTRACT ID : 20020823085 COUNTIES : SHELBY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( ) |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 701A028 5.000 MILE| 1407.00000 7035.00| 1525.00000 7625.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 1.000 MILE| 997.50000 997.50| 1083.00000 1083.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 4.000 MILE| 1627.50000 6510.00| 1760.00000 7040.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0140 701C000 2.000 MILE| 357.00000 714.00| 390.00000 780.00| Broken Temporary Traffic Stripe | | | 0150 701C001 11.000 MILE| 399.00000 4389.00| 435.00000 4785.00| Solid Temporary Traffic Stripe | | | 0152 702A041 5.000 MILE| 4252.50000 21262.50| 4600.00000 23000.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0154 702A043 5.000 MILE| 4252.50000 21262.50| 4600.00000 23000.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 703A002 980.000 SQFT| 1.89000 1852.20| 2.05000 2009.00| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 137.000 SQFT| 2.94000 402.78| 3.20000 438.40| Traffic Control Legends, Class 2, Type | | | 0180 703D001 980.000 SQFT| 1.37000 1342.60| 1.50000 1470.00| Temporary Traffic Control Markings | | | 0190 705A032 87.000 EACH| 5.25000 456.75| 5.70000 495.90| Pavement Markers, Class A-H, Type 1-B | | | 0200 705A037 699.000 EACH| 5.51000 3851.49| 5.95000 4159.05| Pavement Markers, Class A-H, Type 2-D | | | 0210 740B000 452.000 SQFT| 7.61000 3439.72| 8.70000 3932.40| Construction Signs | | | 0220 740E000 229.000 EACH| 12.99000 2974.71| 8.40000 1923.60| Cones (36 Inches High) | | | 0230 740M001 229.000 EACH| 8.32000 1905.28| 6.00000 1374.00| Ballast For Cone | | | SECTION TOTALS | $ 431,837.80| $ 434,524.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 431,837.80| $ 434,524.55| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 086 -1 VENDOR RANKING CALL ORDER : 086 CONTRACT ID : 20020823086 COUNTIES : TUSCALOOSA LETTING DATE : 08/23/02 10:00 AM DISTRICT : 05 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : 99-305-632-215-203 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#215 from Fifteenth Street to east of Queen City Avenue and on the adjacent connecting road in Tuscaloosa. Length 1.617 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 812,655.50 100.0000% 2 01018 APAC-ALABAMA, INC. $ 842,109.11 103.6244% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 086 -2 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20020823086 COUNTIES : TUSCALOOSA LETTING DATE : 08/23/02 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 206C007 1500.000 SQYD| 30.00000 45000.00| 27.18000 40770.00| Removing Concrete Pavement & Concrete | | | Bases | | | 0020 405A000 4772.000 GAL | 1.50000 7158.00| 1.30000 6203.60| Tack Coat | | | 0030 408A052 75850.000 SQYD| 1.60000 121360.00| 2.78000 210863.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A361 6258.000 TON | 45.55000 285051.90| 38.20000 239055.60| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0050 424A364 271.000 TON | 50.00000 13550.00| 97.00000 26287.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 424A368 271.000 TON | 50.00000 13550.00| 65.40000 17723.40| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424A370 158.000 TON | 65.00000 10270.00| 84.49000 13349.42| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B655 216.000 TON | 72.00000 15552.00| 100.00000 21600.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B659 4013.000 TON | 35.50000 142461.50| 34.48000 138368.24| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B662 500.000 TON | 65.00000 32500.00| 51.28000 25640.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 086 -3 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20020823086 COUNTIES : TUSCALOOSA LETTING DATE : 08/23/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 424B685 216.000 TON | 72.00000 15552.00| 100.00000 21600.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 600A000 LUMP| 45400.00000 45400.00| 9450.00000 9450.00| Mobilization | | | 0130 701C000 6.000 MILE| 340.00000 2040.00| 360.00000 2160.00| Broken Temporary Traffic Stripe | | | 0140 701C001 4.000 MILE| 380.00000 1520.00| 400.00000 1600.00| Solid Temporary Traffic Stripe | | | 0150 702A040 3.000 MILE| 2100.00000 6300.00| 2210.00000 6630.00| Broken White, Profiled Traffic Stripe | | | (6" Wide) | | | 0160 702A041 1.000 MILE| 5000.00000 5000.00| 5250.00000 5250.00| Solid White, Profiled Traffic Stripe | | | (6" Wide) | | | 0170 702A043 3.000 MILE| 4500.00000 13500.00| 4725.00000 14175.00| Solid Yellow, Profiled Traffic Stripe | | | (6" Wide) | | | 0180 702B011 1315.000 LF | 1.85000 2432.75| 1.95000 2564.25| Dotted Profiled Traffic Stripe (6" Wide | | | 0190 703A002 5374.000 SQFT| 1.80000 9673.20| 1.90000 10210.60| Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 494.000 SQFT| 2.80000 1383.20| 2.95000 1457.30| Traffic Control Legends, Class 2, Type | | | 0210 703D001 2424.000 SQFT| 1.30000 3151.20| 1.40000 3393.60| Temporary Traffic Control Markings | | | 0220 705A030 106.000 EACH| 5.25000 556.50| 5.50000 583.00| Pavement Markers, Class A-H, Type 2-C | | | 0230 705A031 124.000 EACH| 5.00000 620.00| 5.25000 651.00| Pavement Markers, Class A-H, Type 1-A | | | 0240 705A032 50.000 EACH| 5.00000 250.00| 5.25000 262.50| Pavement Markers, Class A-H, Type 1-B | | | 0250 705A037 150.000 EACH| 5.25000 787.50| 5.50000 825.00| Pavement Markers, Class A-H, Type 2-D | | | 0260 705A038 131.000 EACH| 5.25000 687.75| 5.50000 720.50| Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 086 -4 TABULATION OF BIDS CALL ORDER : 086 CONTRACT ID : 20020823086 COUNTIES : TUSCALOOSA LETTING DATE : 08/23/02 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 730H001 1500.000 LF | 3.00000 4500.00| 3.15000 4725.00| Loop Wire | | | 0280 740B000 931.000 SQFT| 8.00000 7448.00| 8.10000 7541.10| Construction Signs | | | 0290 740E000 200.000 EACH| 1.00000 200.00| 22.50000 4500.00| Cones (36 Inches High) | | | 0300 740M001 200.000 EACH| 1.00000 200.00| 8.50000 1700.00| Ballast For Cone | | | 0310 741C010 2.000 EACH| 2500.00000 5000.00| 1125.00000 2250.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 812,655.50| $ 842,109.11| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 812,655.50| $ 842,109.11| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 087 -1 VENDOR RANKING CALL ORDER : 087 CONTRACT ID : 20020823087 COUNTIES : BALDWIN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-309-022-135-222 for constructing the Resurfacing and Traffic Stripe on S.R.#135 from S.R.#182 in Gulf Shores to S.R.#180. Length 1.851 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13008 MOBILE ASPHALT COMPANY, LLC $ 199,019.60 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 209,698.74 105.3659% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 087 -2 TABULATION OF BIDS CALL ORDER : 087 CONTRACT ID : 20020823087 COUNTIES : BALDWIN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 1216.000 GAL | 0.85000 1033.60| 1.22000 1483.52| Tack Coat | | | 0020 408A052 3357.000 SQYD| 1.35000 4531.95| 1.90000 6378.30| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A341 3039.000 TON | 37.15000 112898.85| 38.92000 118277.88| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0040 424A343 25.000 TON | 37.15000 928.75| 158.13000 3953.25| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0050 424A346 100.000 TON | 44.80000 4480.00| 61.72000 6172.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 600A000 LUMP| 20850.00000 20850.00| 10086.14000 10086.14| Mobilization | | | 0070 650A000 1252.000 CUYD| 10.55000 13208.60| 10.05000 12582.60| Topsoil | | | 0080 652A061 2.000 ACRE| 543.00000 1086.00| 543.45000 1086.90| Seeding (Mix 3E) | | | 0090 656A000 2.000 ACRE| 490.00000 980.00| 543.45000 1086.90| Mulching, Class A, Type 1 | | | 0100 665F000 200.000 EACH| 6.30000 1260.00| 6.51000 1302.00| Hay Bales | | | 0110 665J000 500.000 LF | 2.55000 1275.00| 3.51000 1755.00| Silt Fence, Type A | | | 0120 701A028 10.000 MILE| 1312.50000 13125.00| 1684.70000 16847.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A048 5.000 MILE| 1312.50000 6562.50| 1793.39000 8966.95| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 087 -3 TABULATION OF BIDS CALL ORDER : 087 CONTRACT ID : 20020823087 COUNTIES : BALDWIN LETTING DATE : 08/23/02 10:00 AM DISTRICT : 09 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13008 |( 2 ) 23011 |( ) |MOBILE ASPHALT COMPANY, LLC |HOSEA O. WEAVER & SONS, INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 180.000 LF | 1.10000 198.00| 1.09000 196.20| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C001 5.000 MILE| 328.10000 1640.50| 326.07000 1630.35| Solid Temporary Traffic Stripe | | | 0160 703A002 1442.000 SQFT| 2.00000 2884.00| 1.96000 2826.32| Traffic Control Markings, Class 2, Type | | | A | | | 0170 703B002 90.000 SQFT| 2.20000 198.00| 2.17000 195.30| Traffic Control Legends, Class 2, Type | | | 0180 703D001 1442.000 SQFT| 0.80000 1153.60| 0.65000 937.30| Temporary Traffic Control Markings | | | 0190 705A008 70.000 EACH| 5.45000 381.50| 6.52000 456.40| Pavement Markers, Class B, Type 1-A(6 | | | Inch Dia.) | | | 0200 705A030 50.000 EACH| 5.45000 272.50| 6.52000 326.00| Pavement Markers, Class A-H, Type 2-C | | | 0210 705A031 65.000 EACH| 5.45000 354.25| 6.52000 423.80| Pavement Markers, Class A-H, Type 1-A | | | 0220 705A032 45.000 EACH| 5.45000 245.25| 6.52000 293.40| Pavement Markers, Class A-H, Type 1-B | | | 0230 705A037 280.000 EACH| 5.45000 1526.00| 6.52000 1825.60| Pavement Markers, Class A-H, Type 2-D | | | 0240 705A038 25.000 EACH| 5.45000 136.25| 6.52000 163.00| Pavement Markers, Class A-H, Type 2-E | | | 0250 730H001 650.000 LF | 3.25000 2112.50| 3.26000 2119.00| Loop Wire | | | 0260 730K000 1.000 EACH| 408.00000 408.00| 407.59000 407.59| Traffic Signal Junction Box | | | 0270 730L005 100.000 LF | 3.25000 325.00| 3.26000 326.00| 2", Non-Metallic, Conduit | | | 0280 740B000 324.000 SQFT| 11.00000 3564.00| 11.21000 3632.04| Construction Signs | | | 0290 740E000 200.000 EACH| 5.00000 1000.00| 12.33000 2466.00| Cones (36 Inches High) | | | 0300 740M001 200.000 EACH| 2.00000 400.00| 7.48000 1496.00| Ballast For Cone | | | SECTION TOTALS | $ 199,019.60| $ 209,698.74| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 199,019.60| $ 209,698.74| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 088 -1 VENDOR RANKING CALL ORDER : 088 CONTRACT ID : 20020823088 COUNTIES : JEFFERSON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : BIRMINGHAM PROJECT(S) : 99-603-371-065-201 for constructing the Traffic Stripe and Pavement Markers on I-65 from the Shelby County line to Fifth Avenue North in Birmingham. Length 11.300 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13104 HOPPER MOORE, INC. $ 364,156.50 100.0000% 2 15007 OZARK STRIPING COMPANY, INC. $ 447,967.75 123.0152% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 088 -2 TABULATION OF BIDS CALL ORDER : 088 CONTRACT ID : 20020823088 COUNTIES : JEFFERSON LETTING DATE : 08/23/02 10:00 AM DISTRICT : 03 SET-ASIDE : ==================================================================================================================================== |( 1 ) 13104 |( 2 ) 15007 |( ) |HOPPER MOORE, INC. |OZARK STRIPING CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 600A000 LUMP| 10000.00000 10000.00| 46500.00000 46500.00| Mobilization | | | 0020 701A061 37.000 MILE| 6500.00000 240500.00| 5549.00000 205313.00| Broken White, Class 3W, Type A Traffic | | | Type (6" Wide) | | | 0030 701A080 7.000 MILE| 750.00000 5250.00| 880.00000 6160.00| Solid White,Class 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 0040 701A081 7.000 MILE| 750.00000 5250.00| 880.00000 6160.00| Solid Yellow,Cl 2T,Type A,Traffic | | | Stripe(6"Wide) | | | 0050 701A082 17.000 MILE| 550.00000 9350.00| 450.00000 7650.00| Broken White, Class 2T,Type A, Traffic | | | Stripe(6"Wide) | | | 0060 701D015 37.000 MILE| 900.00000 33300.00| 2200.00000 81400.00| Broken Traffic Stripe Removed (Plastic) | | | 0070 705A030 4159.000 EACH| 5.00000 20795.00| 5.25000 21834.75| Pavement Markers, Class A-H, Type 2-C | | | 0080 705A031 2810.000 EACH| 5.50000 15455.00| 5.00000 14050.00| Pavement Markers, Class A-H, Type 1-A | | | 0090 728A000 2.000 EACH| 1.00000 2.00| 15000.00000 30000.00| Truck Mounted Impact Attenuator Unit | | | 0100 740B000 1399.000 SQFT| 7.25000 10142.75| 10.00000 13990.00| Construction Signs | | | 0110 740C000 177.000 SQFT| 7.75000 1371.75| 10.00000 1770.00| Special Construction Signs | | | 0120 740D000 180.000 EACH| 53.00000 9540.00| 53.00000 9540.00| Channelizing Drums | | | 0130 741C010 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | 0140 742A001 1.000 EACH| 1600.00000 1600.00| 2000.00000 2000.00| Portable Changeable Message Sign, Type | | | SECTION TOTALS | $ 364,156.50| $ 447,967.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 364,156.50| $ 447,967.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -1 VENDOR RANKING CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : COLUMBUS (GA) PROJECT(S) : 99-706-513-008-201 for constructing the Slide Repair at the S.R.#8/S.R.#3 (U.S.#80/U.S.#31) Interchange in Montgomery. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03081 CARDWELL CORPORATION $ 61,989.50 100.0000% 2 20023 TEN-T CORPORATION $ 65,803.50 106.1527% 3 07001 S. A. GRAHAM COMPANY, INC. $ 70,377.53 113.5314% 4 19095 SUMMIT DEVELOPMENT COMPANY, L.L.C. $ 80,199.00 129.3751% 5 14003 W. S. NEWELL, INC. $ 80,315.00 129.5623% 6 03047 CARTER'S CONTRACTING SERVICES, INC. $ 88,891.50 143.3977% 7 20048 TRIPLE C CONSTRUCTION $ 89,491.00 144.3648% 8 13091 MCD CONSTRUCTION COMPANY $ 98,888.00 159.5238% 9 04009 W. W. DYAR & SONS, INC. $ 103,410.00 166.8186% 10 19058 S. J. & L., INC. $ 104,473.75 168.5346% 11 19047 SOUTHEAST CHEROKEE CONSTRUCTION CO., INC. $ 105,019.78 169.4154% 12 20050 TOMLIN CONSTRUCTION, LLC $ 108,484.50 175.0046% 13 06005 FLOYD CONSTRUCTION COMPANY, INC. $ 115,464.00 186.2638% 14 07011 GROUT, INCORPORATED $ 166,570.00 268.7068% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -2 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03081 |( 2 ) 20023 |( 3 ) 07001 |CARDWELL CORPORATION |TEN-T CORPORATION |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D010 225.000 LF | 10.00000 2250.00| 8.00000 1800.00| 8.00000 1800.00 Removing Safety Barrier | | | 0020 210A000 1366.000 CUYD| 1.00000 1366.00| 5.00000 6830.00| 2.10000 2868.60 Unclassified Excavation | | | 0030 210D011 1079.000 CUYD| 1.00000 1079.00| 7.00000 7553.00| 3.75000 4046.25 Borrow Excavation (A-4 or Better) | | | 0040 219A000 1250.000 TON | 30.00000 37500.00| 16.25000 20312.50| 22.00000 27500.00 Rock Buttress For Landslide Correction | | | 0050 219B001 125.000 LF | 12.00000 1500.00| 8.50000 1062.50| 11.33000 1416.25 Special Underdrain 8 Inch Diameter | | | 0060 219B006 75.000 LF | 12.00000 900.00| 7.00000 525.00| 12.63000 947.25 Special Underdrain 8 Inch Diameter | | | (Outfall) | | | 0070 600A000 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 5000.00000 5000.00 Mobilization | | | 0080 605B001 1.000 EACH| 500.00000 500.00| 250.00000 250.00| 787.50000 787.50 Special Underdrain Outlet, Type B | | | 0090 610D000 600.000 SQYD| 4.00000 2400.00| 3.00000 1800.00| 1.28000 768.00 Filter Blanket | | | 0100 614A000 20.000 CUYD| 25.00000 500.00| 125.00000 2500.00| 236.25000 4725.00 Slope Paving | | | 0110 631F000 50.000 LF | 10.00000 500.00| 45.50000 2275.00| 52.50000 2625.00 Steel Beam Guardrail Class A, Type 1 | | | Relocated | | | 0120 650A000 80.000 CUYD| 1.00000 80.00| 10.00000 800.00| 10.87000 869.60 Topsoil | | | 0130 652A056 1.000 ACRE| 1.00000 1.00| 825.00000 825.00| 630.00000 630.00 Seeding (Mix 2E) | | | 0140 654A000 115.000 SQYD| 6.00000 690.00| 3.50000 402.50| 3.68000 423.20 Solid Sodding | | | 0150 659A000 115.000 SQYD| 1.50000 172.50| 3.00000 345.00| 2.10000 241.50 Erosion Control Netting, Class A | | | 0160 659A001 510.000 SQYD| 1.50000 765.00| 2.50000 1275.00| 2.10000 1071.00 Erosion Control Netting, Class B | | | 0170 665F000 10.000 EACH| 3.00000 30.00| 5.00000 50.00| 3.15000 31.50 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -3 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 1 ) 03081 |( 2 ) 20023 |( 3 ) 07001 |CARDWELL CORPORATION |TEN-T CORPORATION |S. A. GRAHAM COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 665J000 200.000 LF | 3.00000 600.00| 5.00000 1000.00| 5.00000 1000.00 Silt Fence, Type A | | | 0190 726A000 175.000 LF | 20.00000 3500.00| 20.00000 3500.00| 10.00000 1750.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0200 740B000 284.000 SQFT| 9.00000 2556.00| 9.50000 2698.00| 12.07000 3427.88 Construction Signs | | | 0210 740D000 100.000 EACH| 1.00000 100.00| 25.00000 2500.00| 84.49000 8449.00 Channelizing Drums | | | SECTION TOTALS | $ 61,989.50| $ 65,803.50| $ 70,377.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 61,989.50| $ 65,803.50| $ 70,377.53 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -4 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19095 |( 5 ) 14003 |( 6 ) 03047 |SUMMIT DEVELOPMENT COMPANY, |W. S. NEWELL, INC. |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D010 225.000 LF | 9.00000 2025.00| 5.00000 1125.00| 4.00000 900.00 Removing Safety Barrier | | | 0020 210A000 1366.000 CUYD| 4.75000 6488.50| 5.00000 6830.00| 4.00000 5464.00 Unclassified Excavation | | | 0030 210D011 1079.000 CUYD| 9.50000 10250.50| 6.50000 7013.50| 5.50000 5934.50 Borrow Excavation (A-4 or Better) | | | 0040 219A000 1250.000 TON | 19.50000 24375.00| 15.50000 19375.00| 27.50000 34375.00 Rock Buttress For Landslide Correction | | | 0050 219B001 125.000 LF | 15.00000 1875.00| 15.00000 1875.00| 25.00000 3125.00 Special Underdrain 8 Inch Diameter | | | 0060 219B006 75.000 LF | 10.00000 750.00| 10.00000 750.00| 25.00000 1875.00 Special Underdrain 8 Inch Diameter | | | (Outfall) | | | 0070 600A000 LUMP| 4000.00000 4000.00| 17419.00000 17419.00| 5500.00000 5500.00 Mobilization | | | 0080 605B001 1.000 EACH| 650.00000 650.00| 1000.00000 1000.00| 350.00000 350.00 Special Underdrain Outlet, Type B | | | 0090 610D000 600.000 SQYD| 3.00000 1800.00| 3.00000 1800.00| 2.50000 1500.00 Filter Blanket | | | 0100 614A000 20.000 CUYD| 250.00000 5000.00| 300.00000 6000.00| 350.00000 7000.00 Slope Paving | | | 0110 631F000 50.000 LF | 50.00000 2500.00| 55.00000 2750.00| 52.00000 2600.00 Steel Beam Guardrail Class A, Type 1 | | | Relocated | | | 0120 650A000 80.000 CUYD| 12.00000 960.00| 12.00000 960.00| 4.00000 320.00 Topsoil | | | 0130 652A056 1.000 ACRE| 1250.00000 1250.00| 1800.00000 1800.00| 950.00000 950.00 Seeding (Mix 2E) | | | 0140 654A000 115.000 SQYD| 4.00000 460.00| 6.00000 690.00| 2.60000 299.00 Solid Sodding | | | 0150 659A000 115.000 SQYD| 2.00000 230.00| 3.50000 402.50| 2.00000 230.00 Erosion Control Netting, Class A | | | 0160 659A001 510.000 SQYD| 2.00000 1020.00| 4.00000 2040.00| 2.00000 1020.00 Erosion Control Netting, Class B | | | 0170 665F000 10.000 EACH| 6.50000 65.00| 15.00000 150.00| 6.00000 60.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -5 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 4 ) 19095 |( 5 ) 14003 |( 6 ) 03047 |SUMMIT DEVELOPMENT COMPANY, |W. S. NEWELL, INC. |CARTER'S CONTRACTING SERVICES, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 665J000 200.000 LF | 6.00000 1200.00| 1.00000 200.00| 3.00000 600.00 Silt Fence, Type A | | | 0190 726A000 175.000 LF | 30.00000 5250.00| 5.00000 875.00| 45.00000 7875.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0200 740B000 284.000 SQFT| 12.50000 3550.00| 15.00000 4260.00| 8.50000 2414.00 Construction Signs | | | 0210 740D000 100.000 EACH| 65.00000 6500.00| 30.00000 3000.00| 65.00000 6500.00 Channelizing Drums | | | SECTION TOTALS | $ 80,199.00| $ 80,315.00| $ 88,891.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 80,199.00| $ 80,315.00| $ 88,891.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -6 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20048 |( 8 ) 13091 |( 9 ) 04009 |TRIPLE C CONSTRUCTION |MCD CONSTRUCTION COMPANY |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 206D010 225.000 LF | 60.00000 13500.00| 8.00000 1800.00| 20.00000 4500.00 Removing Safety Barrier | | | 0020 210A000 1366.000 CUYD| 5.00000 6830.00| 5.00000 6830.00| 6.00000 8196.00 Unclassified Excavation | | | 0030 210D011 1079.000 CUYD| 7.50000 8092.50| 7.00000 7553.00| 9.00000 9711.00 Borrow Excavation (A-4 or Better) | | | 0040 219A000 1250.000 TON | 15.50000 19375.00| 35.00000 43750.00| 32.00000 40000.00 Rock Buttress For Landslide Correction | | | 0050 219B001 125.000 LF | 12.00000 1500.00| 15.00000 1875.00| 12.00000 1500.00 Special Underdrain 8 Inch Diameter | | | 0060 219B006 75.000 LF | 12.00000 900.00| 15.00000 1125.00| 9.00000 675.00 Special Underdrain 8 Inch Diameter | | | (Outfall) | | | 0070 600A000 LUMP| 4000.00000 4000.00| 8000.00000 8000.00| 8000.00000 8000.00 Mobilization | | | 0080 605B001 1.000 EACH| 300.00000 300.00| 1000.00000 1000.00| 1200.00000 1200.00 Special Underdrain Outlet, Type B | | | 0090 610D000 600.000 SQYD| 2.75000 1650.00| 1.00000 600.00| 5.00000 3000.00 Filter Blanket | | | 0100 614A000 20.000 CUYD| 225.00000 4500.00| 190.00000 3800.00| 200.00000 4000.00 Slope Paving | | | 0110 631F000 50.000 LF | 50.00000 2500.00| 50.00000 2500.00| 25.00000 1250.00 Steel Beam Guardrail Class A, Type 1 | | | Relocated | | | 0120 650A000 80.000 CUYD| 6.00000 480.00| 10.50000 840.00| 12.00000 960.00 Topsoil | | | 0130 652A056 1.000 ACRE| 450.00000 450.00| 504.00000 504.00| 1200.00000 1200.00 Seeding (Mix 2E) | | | 0140 654A000 115.000 SQYD| 3.50000 402.50| 5.00000 575.00| 5.00000 575.00 Solid Sodding | | | 0150 659A000 115.000 SQYD| 2.00000 230.00| 5.00000 575.00| 3.00000 345.00 Erosion Control Netting, Class A | | | 0160 659A001 510.000 SQYD| 2.00000 1020.00| 3.50000 1785.00| 4.00000 2040.00 Erosion Control Netting, Class B | | | 0170 665F000 10.000 EACH| 6.00000 60.00| 5.00000 50.00| 5.00000 50.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -7 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 7 ) 20048 |( 8 ) 13091 |( 9 ) 04009 |TRIPLE C CONSTRUCTION |MCD CONSTRUCTION COMPANY |W. W. DYAR & SONS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 665J000 200.000 LF | 3.00000 600.00| 4.00000 800.00| 4.00000 800.00 Silt Fence, Type A | | | 0190 726A000 175.000 LF | 75.00000 13125.00| 38.80000 6790.00| 40.00000 7000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0200 740B000 284.000 SQFT| 14.00000 3976.00| 7.50000 2130.00| 12.00000 3408.00 Construction Signs | | | 0210 740D000 100.000 EACH| 60.00000 6000.00| 60.06000 6006.00| 50.00000 5000.00 Channelizing Drums | | | SECTION TOTALS | $ 89,491.00| $ 98,888.00| $ 103,410.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 89,491.00| $ 98,888.00| $ 103,410.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -8 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 10 ) 19058 |( 11 ) 19047 |( 12 ) 20050 |S. J. & L., INC. |SOUTHEAST CHEROKEE CONSTRUC |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D010 225.000 LF | 21.00000 4725.00| 25.00000 5625.00| 20.00000 4500.00 Removing Safety Barrier | | | 0020 210A000 1366.000 CUYD| 5.30000 7239.80| 5.55000 7581.30| 15.00000 20490.00 Unclassified Excavation | | | 0030 210D011 1079.000 CUYD| 11.55000 12462.45| 12.12000 13077.48| 15.00000 16185.00 Borrow Excavation (A-4 or Better) | | | 0040 219A000 1250.000 TON | 23.50000 29375.00| 19.99000 24987.50| 25.00000 31250.00 Rock Buttress For Landslide Correction | | | 0050 219B001 125.000 LF | 11.00000 1375.00| 18.00000 2250.00| 15.00000 1875.00 Special Underdrain 8 Inch Diameter | | | 0060 219B006 75.000 LF | 11.00000 825.00| 16.00000 1200.00| 15.00000 1125.00 Special Underdrain 8 Inch Diameter | | | (Outfall) | | | 0070 600A000 LUMP| 14500.00000 14500.00| 12100.00000 12100.00| 0.00000 0.00 Mobilization | | | 0080 605B001 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 1000.00000 1000.00 Special Underdrain Outlet, Type B | | | 0090 610D000 600.000 SQYD| 2.50000 1500.00| 3.00000 1800.00| 2.00000 1200.00 Filter Blanket | | | 0100 614A000 20.000 CUYD| 280.00000 5600.00| 400.00000 8000.00| 300.00000 6000.00 Slope Paving | | | 0110 631F000 50.000 LF | 48.25000 2412.50| 45.00000 2250.00| 20.00000 1000.00 Steel Beam Guardrail Class A, Type 1 | | | Relocated | | | 0120 650A000 80.000 CUYD| 16.15000 1292.00| 16.50000 1320.00| 25.00000 2000.00 Topsoil | | | 0130 652A056 1.000 ACRE| 850.00000 850.00| 600.00000 600.00| 3000.00000 3000.00 Seeding (Mix 2E) | | | 0140 654A000 115.000 SQYD| 4.20000 483.00| 3.50000 402.50| 7.50000 862.50 Solid Sodding | | | 0150 659A000 115.000 SQYD| 3.90000 448.50| 2.00000 230.00| 3.00000 345.00 Erosion Control Netting, Class A | | | 0160 659A001 510.000 SQYD| 3.50000 1785.00| 2.00000 1020.00| 3.00000 1530.00 Erosion Control Netting, Class B | | | 0170 665F000 10.000 EACH| 11.00000 110.00| 10.00000 100.00| 25.00000 250.00 Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -9 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 10 ) 19058 |( 11 ) 19047 |( 12 ) 20050 |S. J. & L., INC. |SOUTHEAST CHEROKEE CONSTRUC |TOMLIN CONSTRUCTION, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 665J000 200.000 LF | 4.15000 830.00| 5.00000 1000.00| 3.00000 600.00 Silt Fence, Type A | | | 0190 726A000 175.000 LF | 45.70000 7997.50| 60.00000 10500.00| 40.00000 7000.00 Portable Concrete Safety Barriers, Type | | | 6 | | | 0200 740B000 284.000 SQFT| 13.25000 3763.00| 14.00000 3976.00| 8.00000 2272.00 Construction Signs | | | 0210 740D000 100.000 EACH| 63.00000 6300.00| 65.00000 6500.00| 60.00000 6000.00 Channelizing Drums | | | SECTION TOTALS | $ 104,473.75| $ 105,019.78| $ 108,484.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 104,473.75| $ 105,019.78| $ 108,484.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -10 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 13 ) 06005 |( 14 ) 07011 |( ) |FLOYD CONSTRUCTION COMPANY, |GROUT, INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D010 225.000 LF | 10.00000 2250.00| 10.00000 2250.00| Removing Safety Barrier | | | 0020 210A000 1366.000 CUYD| 12.00000 16392.00| 25.00000 34150.00| Unclassified Excavation | | | 0030 210D011 1079.000 CUYD| 10.00000 10790.00| 40.00000 43160.00| Borrow Excavation (A-4 or Better) | | | 0040 219A000 1250.000 TON | 34.00000 42500.00| 30.00000 37500.00| Rock Buttress For Landslide Correction | | | 0050 219B001 125.000 LF | 15.00000 1875.00| 20.00000 2500.00| Special Underdrain 8 Inch Diameter | | | 0060 219B006 75.000 LF | 12.00000 900.00| 25.00000 1875.00| Special Underdrain 8 Inch Diameter | | | (Outfall) | | | 0070 600A000 LUMP| 9365.00000 9365.00| 5000.00000 5000.00| Mobilization | | | 0080 605B001 1.000 EACH| 800.00000 800.00| 200.00000 200.00| Special Underdrain Outlet, Type B | | | 0090 610D000 600.000 SQYD| 3.00000 1800.00| 5.00000 3000.00| Filter Blanket | | | 0100 614A000 20.000 CUYD| 210.00000 4200.00| 350.00000 7000.00| Slope Paving | | | 0110 631F000 50.000 LF | 46.00000 2300.00| 50.00000 2500.00| Steel Beam Guardrail Class A, Type 1 | | | Relocated | | | 0120 650A000 80.000 CUYD| 15.00000 1200.00| 20.00000 1600.00| Topsoil | | | 0130 652A056 1.000 ACRE| 100.00000 100.00| 1000.00000 1000.00| Seeding (Mix 2E) | | | 0140 654A000 115.000 SQYD| 5.00000 575.00| 10.00000 1150.00| Solid Sodding | | | 0150 659A000 115.000 SQYD| 3.00000 345.00| 10.00000 1150.00| Erosion Control Netting, Class A | | | 0160 659A001 510.000 SQYD| 3.50000 1785.00| 10.00000 5100.00| Erosion Control Netting, Class B | | | 0170 665F000 10.000 EACH| 10.00000 100.00| 5.00000 50.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 089 -11 TABULATION OF BIDS CALL ORDER : 089 CONTRACT ID : 20020823089 COUNTIES : MONTGOMERY LETTING DATE : 08/23/02 10:00 AM DISTRICT : 06 SET-ASIDE : ==================================================================================================================================== |( 13 ) 06005 |( 14 ) 07011 |( ) |FLOYD CONSTRUCTION COMPANY, |GROUT, INCORPORATED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 665J000 200.000 LF | 6.00000 1200.00| 10.00000 2000.00| Silt Fence, Type A | | | 0190 726A000 175.000 LF | 25.00000 4375.00| 35.00000 6125.00| Portable Concrete Safety Barriers, Type | | | 6 | | | 0200 740B000 284.000 SQFT| 18.00000 5112.00| 15.00000 4260.00| Construction Signs | | | 0210 740D000 100.000 EACH| 75.00000 7500.00| 50.00000 5000.00| Channelizing Drums | | | SECTION TOTALS | $ 115,464.00| $ 166,570.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 115,464.00| $ 166,570.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 090 -1 VENDOR RANKING CALL ORDER : 090 CONTRACT ID : 20020823090 COUNTIES : TALLAPOOSA LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-304-621-063-201 for constructing the Resurfacing and Traffic Stripe on S.R.#63 from the Elmore County line to S.R.#38 (U.S.#280) south of Alexander City. Length - 11.280 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01018 APAC-ALABAMA, INC. $ 941,243.08 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 975,429.86 103.6321% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,037,046.65 110.1784% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 090 -2 TABULATION OF BIDS CALL ORDER : 090 CONTRACT ID : 20020823090 COUNTIES : TALLAPOOSA LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 23024 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOTAL | | | 0010 209A000 12.000 EACH| 110.00000 1320.00| 83.14000 997.68| 100.00000 1200.00 Mailbox Reset, Single | | | 0020 209A002 4.000 EACH| 235.00000 940.00| 104.32000 417.28| 125.00000 500.00 Mailbox Reset, Multiple | | | 0030 401B100 157837.000 SQYD| 0.53000 83653.61| 0.57000 89967.09| 0.62000 97858.94 Bituminous Treatment E (With Polymer | | | Additive) | | | 0040 401B108 7321.000 SQYD| 1.25000 9151.25| 1.37000 10029.77| 0.90000 6588.90 Bituminous Treatment G (With Polymer | | | Additive) | | | 0050 405A000 400.000 GAL | 7.85000 3140.00| 1.17000 468.00| 3.50000 1400.00 Tack Coat | | | 0060 408A052 5000.000 SQYD| 2.20000 11000.00| 1.79000 8950.00| 1.25000 6250.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 424A360 9245.000 TON | 31.55000 291679.75| 31.50000 291217.50| 30.65000 283359.25 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 400.000 TON | 40.46000 16184.00| 38.33000 15332.00| 37.50000 15000.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424A369 100.000 TON | 79.45000 7945.00| 77.90000 7790.00| 75.00000 7500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B654 250.000 TON | 70.85000 17712.50| 40.00000 10000.00| 80.00000 20000.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B658 13089.000 TON | 29.17000 381806.13| 29.91000 391491.99| 30.15000 394633.35 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 08/26/02 PAGE : 090 -3 TABULATION OF BIDS CALL ORDER : 090 CONTRACT ID : 20020823090 COUNTIES : TALLAPOOSA LETTING DATE : 08/23/02 10:00 AM DISTRICT : 04 SET-ASIDE : ==================================================================================================================================== |( 1 ) 01018 |( 2 ) 04013 |( 3 ) 23024 |APAC-ALABAMA, INC. |DUNN CONSTRUCTION CO., INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 430B043 800.000 TON | 13.60000 10880.00| 20.00000 16000.00| 18.75000 15000.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0130 600A000 LUMP| 10440.00000 10440.00| 24455.00000 24455.00| 57500.00000 57500.00 Mobilization | | | 0140 701A028 22.000 MILE| 1300.00000 28600.00| 1430.11000 31462.42| 1947.88000 42853.36 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 1.000 MILE| 1150.00000 1150.00| 1265.09000 1265.09| 1187.59000 1187.59 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A046 5.000 MILE| 1150.00000 5750.00| 1265.10000 6325.50| 1187.58000 5937.90 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 18.000 MILE| 1600.00000 28800.00| 1760.13000 31682.34| 2199.22000 39585.96 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 350.000 LF | 1.40000 490.00| 1.54000 539.00| 0.90000 315.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 10.000 MILE| 280.00000 2800.00| 308.02000 3080.20| 427.28000 4272.80 Broken Temporary Traffic Stripe | | | 0200 701C001 40.000 MILE| 360.00000 14400.00| 396.03000 15841.20| 477.54000 19101.60 Solid Temporary Traffic Stripe | | | 0210 703A002 1500.000 SQFT| 2.40000 3600.00| 2.64000 3960.00| 2.51000 3765.00 Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 150.000 SQFT| 2.90000 435.00| 3.20000 480.00| 3.52000 528.00 Traffic Control Legends, Class 2, Type | | | 0230 703D001 100.000 SQFT| 1.60000 160.00| 1.76000 176.00| 1.63000 163.00 Temporary Traffic Control Markings | | | 0240 740B000 1052.000 SQFT| 7.42000 7805.84| 8.16000 8584.32| 10.50000 11046.00 Construction Signs | | | 0250 740O000 1.000 EACH| 1400.00000 1400.00| 4917.48000 4917.48| 1500.00000 1500.00 Pilot Car | | | SECTION TOTALS | $ 941,243.08| $ 975,429.86| $ 1,037,046.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 941,243.08| $ 975,429.86| $ 1,037,046.65 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