ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/18/00 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20001215001 COUNTIES : CHAMBERS LETTING DATE : 12/15/00 10:00 AM DISTRICT : 04 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0900(201) for constructing the Bridge Replacements (Culverts) on C.R. ACGBBRZ-0900(200) #1105 at Unnamed Branch and on C.R. #1097 at Chatahospee Creek, north of Lafayette. Length - 0.006 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 04009 W. W. DYAR & SONS, INC. $ 110,613.25 100.0000% 2 23044 WARE CONSTRUCTION CO., INC. $ 110,807.48 100.1756% 3 20011 TRI COUNTY CONCRETE CONSTRUCTION, INC. $ 112,381.49 101.5986% 4 08077 HASTINGS GENERAL CONTRACTING, INC. $ 128,752.00 116.3984% 5 12019 LEVERETT CONSTRUCTION COMPANY $ 136,724.00 123.6054% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/18/00 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20001215001 COUNTIES : CHAMBERS LETTING DATE : 12/15/00 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 1 ) 04009 |( 2 ) 23044 |( 3 ) 20011 |W. W. DYAR & SONS, INC. |WARE CONSTRUCTION CO., INC. |TRI COUNTY CONCRETE CONSTRUCT LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 7500.00000 7500.00| 2500.00000 2500.00| 10565.00000 10565.00 Removal Of Old Bridge Station 2+94.6 | | | 0020 206A001 LUMP| 7500.00000 7500.00| 2500.00000 2500.00| 10565.00000 10565.00 Removal Of Old Bridge Station 4+27 | | | 0030 214A000 406.000 CUYD| 7.00000 2842.00| 8.00000 3248.00| 7.00000 2842.00 Structure Excavation | | | 0040 214B001 202.000 CUYD| 22.00000 4444.00| 22.00000 4444.00| 22.00000 4444.00 Foundation Backfill, Commercial | | | 0050 502A000 26544.000 LB | 0.50000 13272.00| 0.42000 11148.48| 0.46000 12210.24 Steel Reinforcement | | | 0060 524A010 160.000 CUYD| 315.00000 50400.00| 325.00000 52000.00| 315.00000 50400.00 Culvert Concrete | | | 0070 600A000 LUMP| 8000.00000 8000.00| 17000.00000 17000.00| 6000.00000 6000.00 Mobilization | | | 0080 610C001 100.000 TON | 30.00000 3000.00| 22.00000 2200.00| 30.00000 3000.00 Loose Riprap, Class 2 | | | 0090 610D000 95.000 SQYD| 4.75000 451.25| 3.00000 285.00| 4.75000 451.25 Filter Blanket | | | 0100 665F000 100.000 EACH| 6.00000 600.00| 5.00000 500.00| 3.00000 300.00 Hay Bales | | | 0110 665J000 600.000 LF | 4.50000 2700.00| 5.25000 3150.00| 4.50000 2700.00 Silt Fence, Type A | | | 0120 680A000 LUMP| 1000.00000 1000.00| 3000.00000 3000.00| 1000.00000 1000.00 Engineering Controls | | | 0130 740B000 288.000 SQFT| 8.00000 2304.00| 14.00000 4032.00| 8.00000 2304.00 Construction Signs | | | 0140 740F002 16.000 EACH| 300.00000 4800.00| 250.00000 4000.00| 300.00000 4800.00 Barricades, Type III | | | 0150 740I005 4.000 EACH| 200.00000 800.00| 175.00000 700.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | 0160 998A000 LUMP| 1000.00000 1000.00| 100.00000 100.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 3,500.00) | | | SECTION TOTALS | $ 110,613.25| $ 110,807.48| $ 112,381.49 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 110,613.25| $ 110,807.48| $ 112,381.49 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/18/00 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20001215001 COUNTIES : CHAMBERS LETTING DATE : 12/15/00 10:00 AM DISTRICT : 04 SET-ASIDE : ================================================================================================================================== |( 4 ) 08077 |( 5 ) 12019 |( ) |HASTINGS GENERAL CONTRACTIN |LEVERETT CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 6000.00000 6000.00| 500.00000 500.00| Removal Of Old Bridge Station 2+94.6 | | | 0020 206A001 LUMP| 6000.00000 6000.00| 500.00000 500.00| Removal Of Old Bridge Station 4+27 | | | 0030 214A000 406.000 CUYD| 14.00000 5684.00| 4.50000 1827.00| Structure Excavation | | | 0040 214B001 202.000 CUYD| 18.00000 3636.00| 20.00000 4040.00| Foundation Backfill, Commercial | | | 0050 502A000 26544.000 LB | 0.50000 13272.00| 0.50000 13272.00| Steel Reinforcement | | | 0060 524A010 160.000 CUYD| 320.00000 51200.00| 631.00000 100960.00| Culvert Concrete | | | 0070 600A000 LUMP| 20000.00000 20000.00| 2000.00000 2000.00| Mobilization | | | 0080 610C001 100.000 TON | 18.00000 1800.00| 26.00000 2600.00| Loose Riprap, Class 2 | | | 0090 610D000 95.000 SQYD| 4.00000 380.00| 3.00000 285.00| Filter Blanket | | | 0100 665F000 100.000 EACH| 7.00000 700.00| 6.00000 600.00| Hay Bales | | | 0110 665J000 600.000 LF | 4.00000 2400.00| 4.00000 2400.00| Silt Fence, Type A | | | 0120 680A000 LUMP| 10000.00000 10000.00| 200.00000 200.00| Engineering Controls | | | 0130 740B000 288.000 SQFT| 10.00000 2880.00| 10.00000 2880.00| Construction Signs | | | 0140 740F002 16.000 EACH| 250.00000 4000.00| 235.00000 3760.00| Barricades, Type III | | | 0150 740I005 4.000 EACH| 200.00000 800.00| 225.00000 900.00| Warning Lights, Type B (Detachable Head | | | 0160 998A000 LUMP| 0.00000 0.00| 0.00000 0.00| Construction Fuel (Maximum Bid Limited | | | To $ 3,500.00) | | | SECTION TOTALS | $ 128,752.00| $ 136,724.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 128,752.00| $ 136,724.00| $ ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/18/00 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20001215002 COUNTIES : COFFEE LETTING DATE : 12/15/00 10:00 AM DISTRICT : 07 CONTRACT TIME : 90 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1600(200) for constructing the Bridge Replacements (Main and Relief) (Precast) on C.R.#308 at Big Creek, northeast of Bluff Springs. Length 0.158 mi. SET-ASIDE : -------------------------------------------------------------------------------------------------------------------------- VENDOR TOTAL % OVER RANK NUMBER NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13021 MURPHREE BRIDGE CORPORATION $ 639,900.00 100.0000% 2 06001 F & W CONSTRUCTION COMPANY, INC. $ 646,104.00 100.9695% 3 07040 GROUND & PIPE TECHNOLOGIES, L.L.C. $ 689,555.50 107.7599% 4 03001 CLARK CONSTRUCTION COMPANY ,INC. $ 696,452.50 108.8377% 5 13092 MCCLAIN CONTRACTING COMPANY, INC. $ 727,019.50 113.6145% 6 14005 G. W. NORRELL CONTRACTING COMPANY, INC. $ 727,273.50 113.6542% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/18/00 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20001215002 COUNTIES : COFFEE LETTING DATE : 12/15/00 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 13021 |( 2 ) 06001 |( 3 ) 07040 |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC |GROUND & PIPE TECHNOLOGIES, L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- SECTION 0001 TOTAL | | | 0010 206A000 LUMP| 17000.00000 17000.00| 53000.00000 53000.00| 40000.00000 40000.00 Removal Of Old Bridge Station 6+00.00 | | | 0020 206A001 LUMP| 17000.00000 17000.00| 43000.00000 43000.00| 30000.00000 30000.00 Removal Of Old Bridge Station 11+11.50 | | | 0030 502A000 373.000 LB | 1.00000 373.00| 3.00000 1119.00| 1.50000 559.50 Steel Reinforcement | | | 0040 505M002 4650.000 LF | 21.50000 99975.00| 13.00000 60450.00| 25.00000 116250.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 505M008 250.000 LF | 27.60000 6900.00| 18.50000 4625.00| 30.00000 7500.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0060 507A000 4.000 EACH| 1300.00000 5200.00| 2500.00000 10000.00| 1750.00000 7000.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 45.000 CUYD| 800.00000 36000.00| 600.00000 27000.00| 400.00000 18000.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 140.000 EACH| 45.00000 6300.00| 60.00000 8400.00| 50.00000 7000.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 4.000 EACH| 2800.00000 11200.00| 2200.00000 8800.00| 2800.00000 11200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 10.000 EACH| 2500.00000 25000.00| 2200.00000 22000.00| 2500.00000 25000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 72.000 EACH| 2300.00000 165600.00| 2200.00000 158400.00| 2400.00000 172800.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 24.000 EACH| 2400.00000 57600.00| 2200.00000 52800.00| 2600.00000 62400.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 8.000 EACH| 2500.00000 20000.00| 2200.00000 17600.00| 2700.00000 21600.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0140 512D005 16.000 EACH| 2500.00000 40000.00| 2200.00000 35200.00| 2700.00000 43200.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/18/00 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20001215002 COUNTIES : COFFEE LETTING DATE : 12/15/00 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 1 ) 13021 |( 2 ) 06001 |( 3 ) 07040 |MURPHREE BRIDGE CORPORATION |F & W CONSTRUCTION CO., INC |GROUND & PIPE TECHNOLOGIES, L LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 512E002 32.000 EACH| 450.00000 14400.00| 600.00000 19200.00| 400.00000 12800.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0160 512F002 16.000 EACH| 650.00000 10400.00| 650.00000 10400.00| 600.00000 9600.00 Precast Concrete Wing Panels, Type W3 | | | 0170 512G000 8.000 EACH| 520.00000 4160.00| 550.00000 4400.00| 600.00000 4800.00 Precast Concrete Abutment Wing Cap Pane | | | 0180 600A000 LUMP| 50357.10000 50357.10| 45000.00000 45000.00| 40000.00000 40000.00 Mobilization | | | 0190 610C001 724.000 TON | 25.00000 18100.00| 35.00000 25340.00| 30.00000 21720.00 Loose Riprap, Class 2 | | | 0200 610D003 678.000 SQYD| 1.55000 1050.90| 2.00000 1356.00| 3.00000 2034.00 Filter Blanket, Geotextile | | | 0210 630A000 508.000 LF | 13.00000 6604.00| 12.50000 6350.00| 14.00000 7112.00 Steel Beam Guardrail, Class A, Type 1 | | | 0220 630C003 8.000 EACH| 1000.00000 8000.00| 1250.00000 10000.00| 1100.00000 8800.00 Guardrail End Anchor, Type 13 | | | 0230 630C070 4.000 EACH| 1700.00000 6800.00| 1650.00000 6600.00| 1800.00000 7200.00 Guardrail End Anchor, Type 10 Series | | | 0240 665F000 100.000 EACH| 6.25000 625.00| 4.00000 400.00| 5.00000 500.00 Hay Bales | | | 0250 665J000 1200.000 LF | 3.30000 3960.00| 3.00000 3600.00| 4.00000 4800.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 2500.00000 2500.00| 4500.00000 4500.00| 2500.00000 2500.00 Engineering Controls | | | 0270 740B000 272.000 SQFT| 12.00000 3264.00| 12.00000 3264.00| 8.75000 2380.00 Construction Signs | | | 0280 740F002 8.000 EACH| 170.00000 1360.00| 300.00000 2400.00| 200.00000 1600.00 Barricades, Type III | | | 0290 740I005 2.000 EACH| 85.00000 170.00| 200.00000 400.00| 600.00000 1200.00 Warning Lights, Type B (Detachable Head | | | 0300 998A000 LUMP| 1.00000 1.00| 500.00000 500.00| 0.00000 0.00 Construction Fuel (Maximum Bid Limited | | | To $ 19,000.00) | | | SECTION TOTALS | $ 639,900.00| $ 646,104.00| $ 689,555.50 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 639,900.00| $ 646,104.00| $ 689,555.50 ================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/18/00 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20001215002 COUNTIES : COFFEE LETTING DATE : 12/15/00 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 4 ) 03001 |( 5 ) 13092 |( 6 ) 14005 |CLARK CONSTRUCTION CO., INC |MCCLAIN CONTRACTING COMPANY |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 206A000 LUMP| 30000.00000 30000.00| 45000.00000 45000.00| 35000.00000 35000.00 Removal Of Old Bridge Station 6+00.00 | | | 0020 206A001 LUMP| 30000.00000 30000.00| 36000.00000 36000.00| 35000.00000 35000.00 Removal Of Old Bridge Station 11+11.50 | | | 0030 502A000 373.000 LB | 0.50000 186.50| 1.00000 373.00| 1.50000 559.50 Steel Reinforcement | | | 0040 505M002 4650.000 LF | 24.00000 111600.00| 22.00000 102300.00| 26.00000 120900.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0050 505M008 250.000 LF | 30.00000 7500.00| 27.25000 6812.50| 32.00000 8000.00 Steel Piling Furnished And Driven(HP | | | 12x74) | | | 0060 507A000 4.000 EACH| 2000.00000 8000.00| 1650.00000 6600.00| 1700.00000 6800.00 Wire Rope Abutment Anchor Assembly | | | 0070 510A000 45.000 CUYD| 400.00000 18000.00| 425.00000 19125.00| 600.00000 27000.00 Bridge Substructure Concrete, Class A | | | 0080 511A000 140.000 EACH| 75.00000 10500.00| 80.00000 11200.00| 75.00000 10500.00 Elastomeric Bearings, Type 1 | | | 0090 512A014 4.000 EACH| 2500.00000 10000.00| 3115.00000 12460.00| 2800.00000 11200.00 Precast Concrete Abutment Caps, 2'-0" | | | Wide By 1'-8" Deep By 33'-0" Long | | | 0100 512B004 10.000 EACH| 2400.00000 24000.00| 2600.00000 26000.00| 2500.00000 25000.00 Precast Concrete Intermediate Bent Caps | | | 2'-0" Wide By 2'- 0" Deep By 31'-6" Long| | | 0110 512C004 72.000 EACH| 2400.00000 172800.00| 2300.00000 165600.00| 2400.00000 172800.00 Precast Concrete Type 1 Span Section, | | | 3'-6" Wide By 1'-9" Deep By 34'-0" Long | | | 0120 512C007 24.000 EACH| 2600.00000 62400.00| 2425.00000 58200.00| 2500.00000 60000.00 Precast Concrete Type 2C Span Section, | | | 3'-6" Wide By 1'- 9" Deep By 34'-0" Long| | | 0130 512D002 8.000 EACH| 2800.00000 22400.00| 2475.00000 19800.00| 2800.00000 22400.00 Precast Concrete Barrier Rail End | | | Section, 34'-0" Long | | | 0140 512D005 16.000 EACH| 2800.00000 44800.00| 2475.00000 39600.00| 2800.00000 44800.00 Precast Concrete Barrier Rail | | | Intermediate Section, 34'-0" Long | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/18/00 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20001215002 COUNTIES : COFFEE LETTING DATE : 12/15/00 10:00 AM DISTRICT : 07 SET-ASIDE : ================================================================================================================================== |( 4 ) 03001 |( 5 ) 13092 |( 6 ) 14005 |CLARK CONSTRUCTION CO., INC |MCCLAIN CONTRACTING COMPANY |G. W. NORRELL CONTRACTING CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+----------------------------- 0150 512E002 32.000 EACH| 350.00000 11200.00| 425.00000 13600.00| 500.00000 16000.00 Precast Concrete Abutment Panels, Type | | | A3 | | | 0160 512F002 16.000 EACH| 600.00000 9600.00| 600.00000 9600.00| 700.00000 11200.00 Precast Concrete Wing Panels, Type W3 | | | 0170 512G000 8.000 EACH| 400.00000 3200.00| 425.00000 3400.00| 600.00000 4800.00 Precast Concrete Abutment Wing Cap Pane | | | 0180 600A000 LUMP| 65000.00000 65000.00| 65000.00000 65000.00| 24000.00000 24000.00 Mobilization | | | 0190 610C001 724.000 TON | 28.00000 20272.00| 31.00000 22444.00| 30.00000 21720.00 Loose Riprap, Class 2 | | | 0200 610D003 678.000 SQYD| 3.00000 2034.00| 3.50000 2373.00| 5.00000 3390.00 Filter Blanket, Geotextile | | | 0210 630A000 508.000 LF | 14.00000 7112.00| 21.00000 10668.00| 13.00000 6604.00 Steel Beam Guardrail, Class A, Type 1 | | | 0220 630C003 8.000 EACH| 1050.00000 8400.00| 1100.00000 8800.00| 1000.00000 8000.00 Guardrail End Anchor, Type 13 | | | 0230 630C070 4.000 EACH| 1500.00000 6000.00| 1850.00000 7400.00| 1700.00000 6800.00 Guardrail End Anchor, Type 10 Series | | | 0240 665F000 100.000 EACH| 4.00000 400.00| 5.00000 500.00| 2.00000 200.00 Hay Bales | | | 0250 665J000 1200.000 LF | 4.00000 4800.00| 4.50000 5400.00| 3.00000 3600.00 Silt Fence, Type A | | | 0260 680A000 LUMP| 1000.00000 1000.00| 3500.00000 3500.00| 10000.00000 10000.00 Engineering Controls | | | 0270 740B000 272.000 SQFT| 9.00000 2448.00| 12.00000 3264.00| 25.00000 6800.00 Construction Signs | | | 0280 740F002 8.000 EACH| 300.00000 2400.00| 350.00000 2800.00| 550.00000 4400.00 Barricades, Type III | | | 0290 740I005 2.000 EACH| 200.00000 400.00| 100.00000 200.00| 400.00000 800.00 Warning Lights, Type B (Detachable Head | | | 0300 998A000 LUMP| 0.00000 0.00| 19000.00000 19000.00| 19000.00000 19000.00 Construction Fuel (Maximum Bid Limited | | | To $ 19,000.00) | | | SECTION TOTALS | $ 696,452.50| $ 727,019.50| $ 727,273.50 ------------------------------------------+----------------------------+----------------------------+----------------------------- CONTRACT TOTALS | $ 696,452.50| $ 727,019.50| $ 727,273.50 ==================================================================================================================================