ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 CONTRACT TIME : 420 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NHF-0001(511) for constructing the Additional Lanes and Bridge Culvert Extension on U.S.#431 from 2.2 miles north of Pittsview to 0.8 miles south of Seale. Length - 3.519 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18005 GRADY RALLS & SONS, INC. $ 3,293,479.75 100.0000% 2 20050 TOMLIN CONSTRUCTION, LLC $ 3,330,239.53 101.1161% 3 14001 NEWELL ROADBUILDERS, INC. $ 3,377,467.25 102.5501% 4 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 3,810,018.45 115.6837% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 20050 |( 3 ) 14001 |GRADY RALLS & SONS, INC. |TOMLIN CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 300000.00000 300000.00| 264000.00000 264000.00| 250000.00000 250000.00 Clearing & Grubbing (Approximately 88 | | | acres) | | | 0020 204A000 5.000 EACH| 750.00000 3750.00| 750.00000 3750.00| 100.00000 500.00 Closing Water Well | | | 0030 205A004 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 4 | | | 0040 205A005 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 5 | | | 0050 205A006 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 6 | | | 0060 205A007 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 7 | | | 0070 205A008 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 8 | | | 0080 205A010 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 10 | | | 0090 205A011 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 11 | | | 0100 205A012 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 12 | | | 0110 205A013 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 13 | | | 0120 205A014 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 14 | | | 0130 205A015 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 15 | | | 0140 205A017 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 17 | | | 0150 205A018 1.000 EACH| 5.00000 5.00| 2300.00000 2300.00| 1.00000 1.00 Removal Of Structures, Structure No. 18 | | | 0160 206B000 LUMP| 8000.00000 8000.00| 1500.00000 1500.00| 3500.00000 3500.00 Removal Of Old Box Culvert, Station | | | 756+15 | | | 0170 206D000 208.000 LF | 15.00000 3120.00| 5.00000 1040.00| 7.50000 1560.00 Removing Pipe | | | 0180 206D011 8449.000 LF | 1.00000 8449.00| 1.00000 8449.00| 1.25000 10561.25 Removing Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 20050 |( 3 ) 14001 |GRADY RALLS & SONS, INC. |TOMLIN CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206E000 7.000 EACH| 175.00000 1225.00| 150.00000 1050.00| 250.00000 1750.00 Removing Headwalls | | | 0200 210A000 151741.000 CUYD| 1.95000 295894.95| 3.05000 462810.05| 2.65000 402113.65 Unclassified Excavation | | | 0210 210B000 10589.000 CUYD| 4.65000 49238.85| 8.00000 84712.00| 4.75000 50297.75 Channel Excavation | | | 0220 210D000 59428.000 CUYD| 4.45000 264454.60| 5.25000 311997.00| 6.00000 356568.00 Borrow Excavation | | | 0230 210E000 450.000 CUYD| 10.00000 4500.00| 6.00000 2700.00| 31.00000 13950.00 Borrow Excavation (Underwater Backfill) | | | 0240 214A000 5737.000 CUYD| 6.00000 34422.00| 5.00000 28685.00| 4.75000 27250.75 Structure Excavation | | | 0250 214B001 1307.000 CUYD| 33.00000 43131.00| 22.00000 28754.00| 29.25000 38229.75 Foundation Backfill, Commercial | | | 0260 430B014 13000.000 TON | 18.00000 234000.00| 15.00000 195000.00| 19.85000 258050.00 Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0270 502A000 113452.000 LB | 0.60000 68071.20| 0.85000 96434.20| 0.75000 85089.00 Steel Reinforcement | | | 0280 524B011 732.000 CUYD| 300.00000 219600.00| 425.00000 311100.00| 417.00000 305244.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0290 530A001 1328.000 LF | 19.00000 25232.00| 18.00000 23904.00| 21.00000 27888.00 18" Roadway Pipe (Class 3 R.C.) | | | 0300 530A002 472.000 LF | 24.00000 11328.00| 23.50000 11092.00| 26.00000 12272.00 24" Roadway Pipe (Class 3 R.C.) | | | 0310 530A004 248.000 LF | 37.00000 9176.00| 49.00000 12152.00| 43.00000 10664.00 36" Roadway Pipe (Class 3 R.C.) | | | 0320 530A006 124.000 LF | 55.00000 6820.00| 82.00000 10168.00| 70.00000 8680.00 48" Roadway Pipe (Class 3 R.C.) | | | 0330 530A101 68.000 LF | 20.00000 1360.00| 35.00000 2380.00| 30.00000 2040.00 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530A102 8.000 LF | 28.00000 224.00| 100.00000 800.00| 100.00000 800.00 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0350 530A800 16.000 LF | 20.00000 320.00| 23.00000 368.00| 50.00000 800.00 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 20050 |( 3 ) 14001 |GRADY RALLS & SONS, INC. |TOMLIN CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 530B001 1352.000 LF | 23.00000 31096.00| 23.25000 31434.00| 25.00000 33800.00 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0370 530B004 108.000 LF | 65.00000 7020.00| 74.00000 7992.00| 58.00000 6264.00 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0380 530B005 344.000 LF | 74.00000 25456.00| 91.37000 31431.28| 73.00000 25112.00 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0390 535A001 240.000 LF | 18.00000 4320.00| 21.00000 5040.00| 21.00000 5040.00 18" Side Drain Pipe | | | 0400 535A002 300.000 LF | 24.00000 7200.00| 23.50000 7050.00| 26.00000 7800.00 24" Side Drain Pipe | | | 0410 535A004 120.000 LF | 38.00000 4560.00| 51.00000 6120.00| 43.00000 5160.00 36" Side Drain Pipe | | | 0420 535A651 780.000 LF | 15.00000 11700.00| 19.00000 14820.00| 10.00000 7800.00 18" Side Drain Pipe (Temporary) | | | 0430 600A000 LUMP| 285000.00000 285000.00| 90000.00000 90000.00| 100000.00000 100000.00 Mobilization | | | 0440 601A000 1.000 EACH| 14000.00000 14000.00| 10000.00000 10000.00| 500.00000 500.00 Furnishing Base, Soil And Structure | | | Laboratories | | | 0450 602A000 31.000 EACH| 125.00000 3875.00| 125.00000 3875.00| 100.00000 3100.00 Right Of Way Markers | | | 0460 606A000 300.000 LF | 6.00000 1800.00| 15.00000 4500.00| 18.50000 5550.00 6" Underdrain Pipe | | | 0470 610C001 12126.000 TON | 25.00000 303150.00| 19.00000 230394.00| 25.50000 309213.00 Loose Riprap, Class 2 | | | 0480 610D000 9900.000 SQYD| 1.85000 18315.00| 2.50000 24750.00| 3.50000 34650.00 Filter Blanket | | | 0490 614A000 546.000 CUYD| 200.00000 109200.00| 198.00000 108108.00| 250.00000 136500.00 Slope Paving | | | 0500 619A002 12.000 EACH| 400.00000 4800.00| 525.00000 6300.00| 425.00000 5100.00 18" Roadway Pipe End Treatment, Class 1 | | | 0510 619A003 4.000 EACH| 445.00000 1780.00| 600.00000 2400.00| 450.00000 1800.00 24" Roadway Pipe End Treatment, Class 1 | | | 0520 619A005 2.000 EACH| 600.00000 1200.00| 1050.00000 2100.00| 750.00000 1500.00 36" Roadway Pipe End Treatment, Class 1 | | | 0530 619A101 8.000 EACH| 375.00000 3000.00| 500.00000 4000.00| 425.00000 3400.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 20050 |( 3 ) 14001 |GRADY RALLS & SONS, INC. |TOMLIN CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 619A102 10.000 EACH| 445.00000 4450.00| 600.00000 6000.00| 450.00000 4500.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A129 6.000 EACH| 1625.00000 9750.00| 1950.00000 11700.00| 1500.00000 9000.00 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0560 619B016 15.000 EACH| 325.00000 4875.00| 625.00000 9375.00| 450.00000 6750.00 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0570 619B019 1.000 EACH| 550.00000 550.00| 1050.00000 1050.00| 650.00000 650.00 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0580 619B020 1.000 EACH| 660.00000 660.00| 1150.00000 1150.00| 750.00000 750.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0590 619B285 1.000 EACH| 2250.00000 2250.00| 2850.00000 2850.00| 2200.00000 2200.00 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | 0600 620A000 3.000 CUYD| 550.00000 1650.00| 1000.00000 3000.00| 650.00000 1950.00 Minor Structure Concrete | | | 0610 621A000 5.000 EACH| 3750.00000 18750.00| 1950.00000 9750.00| 2000.00000 10000.00 Junction Boxes, Type 1, 1P Or 5 | | | 0620 621A001 2.000 EACH| 3750.00000 7500.00| 2150.00000 4300.00| 2000.00000 4000.00 Junction Boxes, Type 1, 2P Or 5 | | | 0630 621A004 2.000 EACH| 4500.00000 9000.00| 4250.00000 8500.00| 3500.00000 7000.00 Junction Boxes, Type 4 | | | 0640 621A013 2.000 EACH| 4500.00000 9000.00| 12500.00000 25000.00| 5000.00000 10000.00 Junction Boxes, Type Special | | | 0650 621B000 1.000 EACH| 550.00000 550.00| 575.00000 575.00| 475.00000 475.00 Junction Box Units, Type 1, 1P Or 5 | | | 0660 621B001 3.000 EACH| 550.00000 1650.00| 650.00000 1950.00| 475.00000 1425.00 Junction Box Units, Type 1, 2P Or 5 | | | 0670 621C000 1.000 EACH| 2300.00000 2300.00| 3650.00000 3650.00| 5000.00000 5000.00 Inlets, Type AB | | | 0680 621C020 22.000 EACH| 2150.00000 47300.00| 1950.00000 42900.00| 1750.00000 38500.00 Inlets, Type Y | | | 0690 621C092 15.000 EACH| 2150.00000 32250.00| 2150.00000 32250.00| 1900.00000 28500.00 Inlets, Type X (Modified) | | | 0700 621D019 27.000 EACH| 550.00000 14850.00| 475.00000 12825.00| 450.00000 12150.00 Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 20050 |( 3 ) 14001 |GRADY RALLS & SONS, INC. |TOMLIN CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 635B001 3.000 EACH| 275.00000 825.00| 500.00000 1500.00| 350.00000 1050.00 Gate, 14 Feet Wide | | | 0720 636A000 1000.000 LF | 2.75000 2750.00| 6.00000 6000.00| 5.00000 5000.00 Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0730 641A512 3000.000 LF | 16.00000 48000.00| 12.85000 38550.00| 12.85000 38550.00 3/4 Inch Copper Water Service Line Laid | | | 0740 641A532 220.000 LF | 3.00000 660.00| 5.00000 1100.00| 4.94000 1086.80 3/4 Inch P.E. Water Service Line Laid | | | 0750 641A534 500.000 LF | 4.00000 2000.00| 5.08000 2540.00| 5.08000 2540.00 1 Inch P.E. Water Service Line Laid | | | 0760 641A564 25.000 LF | 4.00000 100.00| 5.48000 137.00| 5.48000 137.00 1 Inch P.V.C. Water Service Line Laid | | | 0770 641A682 1760.000 LF | 35.00000 61600.00| 31.50000 55440.00| 31.50000 55440.00 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0780 641A746 20500.000 LF | 8.25000 169125.00| 6.25000 128125.00| 6.25000 128125.00 6 Inch P.V.C. Water Main Laid | | | 0790 641C500 4200.000 LB | 2.50000 10500.00| 3.50000 14700.00| 3.50000 14700.00 Ductile Iron Fittings | | | 0800 641E500 3.000 EACH| 500.00000 1500.00| 1200.00000 3600.00| 1200.00000 3600.00 Fire Hydrant Reset | | | 0810 641I510 3.000 EACH| 300.00000 900.00| 820.00000 2460.00| 820.00000 2460.00 1 Inch Air Release Valve | | | 0820 641J516 5.000 EACH| 500.00000 2500.00| 525.00000 2625.00| 525.00000 2625.00 6 Inch Gate Valve With Box | | | 0830 641L500 20.000 CUYD| 300.00000 6000.00| 99.00000 1980.00| 99.00000 1980.00 Concrete for Water Mains (Thrust Blocks | | | 0840 641O514 1.000 EACH| 2000.00000 2000.00| 2500.00000 2500.00| 2500.00000 2500.00 6 Inch x 6 Inch Tapping Valve And Sleev | | | 0850 641R510 21.000 EACH| 125.00000 2625.00| 400.00000 8400.00| 240.00000 5040.00 3/4 Inch Water Meter And Box Reset | | | 0860 641R515 3.000 EACH| 125.00000 375.00| 500.00000 1500.00| 275.00000 825.00 1 Inch Water Meter And Box Reset | | | 0870 650B000 26000.000 CUYD| 4.65000 120900.00| 2.50000 65000.00| 3.75000 97500.00 Topsoil From Stockpiles | | | 0880 652A054 30.000 ACRE| 495.00000 14850.00| 550.00000 16500.00| 650.00000 19500.00 Seeding (Mix 2A) | | | 0890 652A056 10.000 ACRE| 495.00000 4950.00| 450.00000 4500.00| 650.00000 6500.00 Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 20050 |( 3 ) 14001 |GRADY RALLS & SONS, INC. |TOMLIN CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 652B053 10.000 ACRE| 275.00000 2750.00| 500.00000 5000.00| 350.00000 3500.00 Temporary Seeding (Mix 2AT) | | | 0910 652C000 40.000 ACRE| 75.00000 3000.00| 60.00000 2400.00| 60.00000 2400.00 Mowing | | | 0920 652D054 10.000 ACRE| 100.00000 1000.00| 500.00000 5000.00| 100.00000 1000.00 Seeding In Stubble (Mix 2A) | | | 0930 654A001 1634.000 SQYD| 2.85000 4656.90| 4.50000 7353.00| 4.50000 7353.00 Solid Sodding (Bermuda) | | | 0940 656A000 30.000 ACRE| 450.00000 13500.00| 475.00000 14250.00| 575.00000 17250.00 Mulching, Class A, Type 1 | | | 0950 656A001 10.000 ACRE| 450.00000 4500.00| 500.00000 5000.00| 600.00000 6000.00 Mulching, Class A, Type 2 | | | 0960 659A000 5000.000 SQYD| 1.75000 8750.00| 1.50000 7500.00| 1.50000 7500.00 Erosion Control Netting, Class A | | | 0970 665A000 75.000 ACRE| 250.00000 18750.00| 400.00000 30000.00| 350.00000 26250.00 Temporary Seeding | | | 0980 665B000 75.000 ACRE| 300.00000 22500.00| 400.00000 30000.00| 318.00000 23850.00 Temporary Mulching | | | 0990 665I000 575.000 TON | 25.00000 14375.00| 25.00000 14375.00| 25.50000 14662.50 Temporary Riprap, Class 2 | | | 1000 665I002 100.000 TON | 25.00000 2500.00| 25.00000 2500.00| 25.50000 2550.00 Temporary Riprap, Class 1 | | | 1010 665J000 16205.000 LF | 2.75000 44563.75| 3.00000 48615.00| 2.85000 46184.25 Silt Fence, Type A | | | 1020 665K000 1432.000 CUYD| 15.00000 21480.00| 6.00000 8592.00| 5.00000 7160.00 Drainage Sump Excavation | | | 1030 665L000 185.000 LF | 15.00000 2775.00| 15.00000 2775.00| 8.48000 1568.80 Floating Basin Boom | | | 1040 665O001 12955.000 LF | 0.50000 6477.50| 0.50000 6477.50| 0.01000 129.55 Silt Fence Removal | | | 1050 665P001 39.000 EACH| 225.00000 8775.00| 250.00000 9750.00| 291.50000 11368.50 Inlet Protection Device | | | 1060 665Q001 2280.000 LF | 4.00000 9120.00| 7.50000 17100.00| 4.51000 10282.80 20 Inch Wattle | | | 1070 666A001 40.000 ACRE| 50.00000 2000.00| 25.00000 1000.00| 0.01000 0.40 Pest Control Treatment | | | 1080 680A000 LUMP| 15000.00000 15000.00| 60000.00000 60000.00| 65000.00000 65000.00 Engineering Controls | | | 1090 740B000 474.000 SQFT| 13.00000 6162.00| 7.25000 3436.50| 7.25000 3436.50 Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 18005 |( 2 ) 20050 |( 3 ) 14001 |GRADY RALLS & SONS, INC. |TOMLIN CONSTRUCTION, LLC |NEWELL ROADBUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 740C000 64.000 SQFT| 14.00000 896.00| 8.50000 544.00| 8.00000 512.00 Special Construction Signs | | | 1110 740D000 420.000 EACH| 50.00000 21000.00| 58.00000 24360.00| 49.00000 20580.00 Channelizing Drums | | | 1120 740F002 18.000 EACH| 250.00000 4500.00| 165.00000 2970.00| 170.00000 3060.00 Barricades, Type III | | | 1130 740I005 9.000 EACH| 500.00000 4500.00| 400.00000 3600.00| 350.00000 3150.00 Warning Lights, Type B (Detachable Head | | | 1140 999 000 750.000 HOUR| 0.80000 600.00| 0.80000 600.00| 0.80000 600.00 Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,293,479.75| $ 3,330,239.53| $ 3,377,467.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,293,479.75| $ 3,330,239.53| $ 3,377,467.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A000 LUMP| 180000.00000 180000.00| | Clearing & Grubbing (Approximately 88 | | | acres) | | | 0020 204A000 5.000 EACH| 900.00000 4500.00| | Closing Water Well | | | 0030 205A004 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 4 | | | 0040 205A005 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 5 | | | 0050 205A006 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 6 | | | 0060 205A007 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 7 | | | 0070 205A008 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 8 | | | 0080 205A010 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 10 | | | 0090 205A011 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 11 | | | 0100 205A012 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 12 | | | 0110 205A013 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 13 | | | 0120 205A014 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 14 | | | 0130 205A015 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 15 | | | 0140 205A017 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 17 | | | 0150 205A018 1.000 EACH| 760.00000 760.00| | Removal Of Structures, Structure No. 18 | | | 0160 206B000 LUMP| 5500.00000 5500.00| | Removal Of Old Box Culvert, Station | | | 756+15 | | | 0170 206D000 208.000 LF | 4.00000 832.00| | Removing Pipe | | | 0180 206D011 8449.000 LF | 0.15000 1267.35| | Removing Fence | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0190 206E000 7.000 EACH| 140.00000 980.00| | Removing Headwalls | | | 0200 210A000 151741.000 CUYD| 3.20000 485571.20| | Unclassified Excavation | | | 0210 210B000 10589.000 CUYD| 6.20000 65651.80| | Channel Excavation | | | 0220 210D000 59428.000 CUYD| 5.50000 326854.00| | Borrow Excavation | | | 0230 210E000 450.000 CUYD| 20.00000 9000.00| | Borrow Excavation (Underwater Backfill) | | | 0240 214A000 5737.000 CUYD| 18.00000 103266.00| | Structure Excavation | | | 0250 214B001 1307.000 CUYD| 27.00000 35289.00| | Foundation Backfill, Commercial | | | 0260 430B014 13000.000 TON | 20.00000 260000.00| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0270 502A000 113452.000 LB | 0.80000 90761.60| | Steel Reinforcement | | | 0280 524B011 732.000 CUYD| 360.00000 263520.00| | Culvert Concrete Extension (Cast In | | | Place) | | | 0290 530A001 1328.000 LF | 23.00000 30544.00| | 18" Roadway Pipe (Class 3 R.C.) | | | 0300 530A002 472.000 LF | 32.00000 15104.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0310 530A004 248.000 LF | 51.00000 12648.00| | 36" Roadway Pipe (Class 3 R.C.) | | | 0320 530A006 124.000 LF | 81.00000 10044.00| | 48" Roadway Pipe (Class 3 R.C.) | | | 0330 530A101 68.000 LF | 33.00000 2244.00| | 18" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0340 530A102 8.000 LF | 43.00000 344.00| | 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0350 530A800 16.000 LF | 13.00000 208.00| | 15" Roadway Pipe (14 Gauge C.C.S.) | | | (Stack Pipe)(No Bedding Required) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0360 530B001 1352.000 LF | 38.00000 51376.00| | 22" Span, 14" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0370 530B004 108.000 LF | 62.00000 6696.00| | 44" Span, 27" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0380 530B005 344.000 LF | 75.00000 25800.00| | 51" Span, 31" Rise Roadway Pipe (Class | | | 3 R.C.) | | | 0390 535A001 240.000 LF | 18.00000 4320.00| | 18" Side Drain Pipe | | | 0400 535A002 300.000 LF | 23.00000 6900.00| | 24" Side Drain Pipe | | | 0410 535A004 120.000 LF | 48.00000 5760.00| | 36" Side Drain Pipe | | | 0420 535A651 780.000 LF | 18.00000 14040.00| | 18" Side Drain Pipe (Temporary) | | | 0430 600A000 LUMP| 182300.00000 182300.00| | Mobilization | | | 0440 601A000 1.000 EACH| 31800.00000 31800.00| | Furnishing Base, Soil And Structure | | | Laboratories | | | 0450 602A000 31.000 EACH| 97.00000 3007.00| | Right Of Way Markers | | | 0460 606A000 300.000 LF | 30.00000 9000.00| | 6" Underdrain Pipe | | | 0470 610C001 12126.000 TON | 24.00000 291024.00| | Loose Riprap, Class 2 | | | 0480 610D000 9900.000 SQYD| 1.50000 14850.00| | Filter Blanket | | | 0490 614A000 546.000 CUYD| 345.00000 188370.00| | Slope Paving | | | 0500 619A002 12.000 EACH| 580.00000 6960.00| | 18" Roadway Pipe End Treatment, Class 1 | | | 0510 619A003 4.000 EACH| 580.00000 2320.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0520 619A005 2.000 EACH| 1000.00000 2000.00| | 36" Roadway Pipe End Treatment, Class 1 | | | 0530 619A101 8.000 EACH| 580.00000 4640.00| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -12 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0540 619A102 10.000 EACH| 580.00000 5800.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0550 619A129 6.000 EACH| 2300.00000 13800.00| | 36" Side Drain Pipe End Treatment, | | | Class 2 | | | 0560 619B016 15.000 EACH| 580.00000 8700.00| | 22" Span, 14" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0570 619B019 1.000 EACH| 1200.00000 1200.00| | 44" Span, 27" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0580 619B020 1.000 EACH| 1232.00000 1232.00| | 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0590 619B285 1.000 EACH| 4800.00000 4800.00| | 51" Span, 31" Rise Roadway Pipe End | | | Treatment, Class 2 (Double Line) | | | 0600 620A000 3.000 CUYD| 300.00000 900.00| | Minor Structure Concrete | | | 0610 621A000 5.000 EACH| 1600.00000 8000.00| | Junction Boxes, Type 1, 1P Or 5 | | | 0620 621A001 2.000 EACH| 2100.00000 4200.00| | Junction Boxes, Type 1, 2P Or 5 | | | 0630 621A004 2.000 EACH| 2700.00000 5400.00| | Junction Boxes, Type 4 | | | 0640 621A013 2.000 EACH| 2200.00000 4400.00| | Junction Boxes, Type Special | | | 0650 621B000 1.000 EACH| 600.00000 600.00| | Junction Box Units, Type 1, 1P Or 5 | | | 0660 621B001 3.000 EACH| 600.00000 1800.00| | Junction Box Units, Type 1, 2P Or 5 | | | 0670 621C000 1.000 EACH| 4900.00000 4900.00| | Inlets, Type AB | | | 0680 621C020 22.000 EACH| 1800.00000 39600.00| | Inlets, Type Y | | | 0690 621C092 15.000 EACH| 2400.00000 36000.00| | Inlets, Type X (Modified) | | | 0700 621D019 27.000 EACH| 560.00000 15120.00| | Inlet Units, Type Y | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -13 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0710 635B001 3.000 EACH| 250.00000 750.00| | Gate, 14 Feet Wide | | | 0720 636A000 1000.000 LF | 3.60000 3600.00| | Barbed Wire Fence, 4 Strands, 4 Feet | | | High | | | 0730 641A512 3000.000 LF | 14.00000 42000.00| | 3/4 Inch Copper Water Service Line Laid | | | 0740 641A532 220.000 LF | 6.50000 1430.00| | 3/4 Inch P.E. Water Service Line Laid | | | 0750 641A534 500.000 LF | 6.60000 3300.00| | 1 Inch P.E. Water Service Line Laid | | | 0760 641A564 25.000 LF | 6.60000 165.00| | 1 Inch P.V.C. Water Service Line Laid | | | 0770 641A682 1760.000 LF | 32.00000 56320.00| | 6 Inch Ductile Iron Water Main Laid | | | (Restrained Joint) | | | 0780 641A746 20500.000 LF | 13.00000 266500.00| | 6 Inch P.V.C. Water Main Laid | | | 0790 641C500 4200.000 LB | 4.70000 19740.00| | Ductile Iron Fittings | | | 0800 641E500 3.000 EACH| 2700.00000 8100.00| | Fire Hydrant Reset | | | 0810 641I510 3.000 EACH| 1200.00000 3600.00| | 1 Inch Air Release Valve | | | 0820 641J516 5.000 EACH| 1000.00000 5000.00| | 6 Inch Gate Valve With Box | | | 0830 641L500 20.000 CUYD| 160.00000 3200.00| | Concrete for Water Mains (Thrust Blocks | | | 0840 641O514 1.000 EACH| 2000.00000 2000.00| | 6 Inch x 6 Inch Tapping Valve And Sleev | | | 0850 641R510 21.000 EACH| 750.00000 15750.00| | 3/4 Inch Water Meter And Box Reset | | | 0860 641R515 3.000 EACH| 970.00000 2910.00| | 1 Inch Water Meter And Box Reset | | | 0870 650B000 26000.000 CUYD| 2.80000 72800.00| | Topsoil From Stockpiles | | | 0880 652A054 30.000 ACRE| 600.00000 18000.00| | Seeding (Mix 2A) | | | 0890 652A056 10.000 ACRE| 600.00000 6000.00| | Seeding (Mix 2E) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -14 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0900 652B053 10.000 ACRE| 380.00000 3800.00| | Temporary Seeding (Mix 2AT) | | | 0910 652C000 40.000 ACRE| 61.00000 2440.00| | Mowing | | | 0920 652D054 10.000 ACRE| 600.00000 6000.00| | Seeding In Stubble (Mix 2A) | | | 0930 654A001 1634.000 SQYD| 4.30000 7026.20| | Solid Sodding (Bermuda) | | | 0940 656A000 30.000 ACRE| 677.00000 20310.00| | Mulching, Class A, Type 1 | | | 0950 656A001 10.000 ACRE| 700.00000 7000.00| | Mulching, Class A, Type 2 | | | 0960 659A000 5000.000 SQYD| 1.20000 6000.00| | Erosion Control Netting, Class A | | | 0970 665A000 75.000 ACRE| 380.00000 28500.00| | Temporary Seeding | | | 0980 665B000 75.000 ACRE| 360.00000 27000.00| | Temporary Mulching | | | 0990 665I000 575.000 TON | 24.00000 13800.00| | Temporary Riprap, Class 2 | | | 1000 665I002 100.000 TON | 24.00000 2400.00| | Temporary Riprap, Class 1 | | | 1010 665J000 16205.000 LF | 3.20000 51856.00| | Silt Fence, Type A | | | 1020 665K000 1432.000 CUYD| 21.00000 30072.00| | Drainage Sump Excavation | | | 1030 665L000 185.000 LF | 9.80000 1813.00| | Floating Basin Boom | | | 1040 665O001 12955.000 LF | 0.30000 3886.50| | Silt Fence Removal | | | 1050 665P001 39.000 EACH| 320.00000 12480.00| | Inlet Protection Device | | | 1060 665Q001 2280.000 LF | 5.00000 11400.00| | 20 Inch Wattle | | | 1070 666A001 40.000 ACRE| 40.00000 1600.00| | Pest Control Treatment | | | 1080 680A000 LUMP| 82000.00000 82000.00| | Engineering Controls | | | 1090 740B000 474.000 SQFT| 8.90000 4218.60| | Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 12/07/04 PAGE : 001 -15 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20041207001 COUNTIES : RUSSELL LETTING DATE : 12/07/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 07003 |( ) |( ) |R.E. GRILLS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1100 740C000 64.000 SQFT| 9.80000 627.20| | Special Construction Signs | | | 1110 740D000 420.000 EACH| 60.00000 25200.00| | Channelizing Drums | | | 1120 740F002 18.000 EACH| 200.00000 3600.00| | Barricades, Type III | | | 1130 740I005 9.000 EACH| 400.00000 3600.00| | Warning Lights, Type B (Detachable Head | | | 1140 999 000 750.000 HOUR| 0.80000 600.00| | Trainee Hours At 80 Cents Per Hour | | | SECTION TOTALS | $ 3,810,018.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,810,018.45| $ 0.00| $ ====================================================================================================================================