ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -1 VENDOR RANKING CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 CONTRACT TIME : 450 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : SB-STPTEF-AL00(002) for constructing the Interpretive Center/Rest Area on S.R.#8 (U.S.#80) at White Hall. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07003 R. E. GRILLS CONSTRUCTION CO., INC. $ 7,434,090.40 100.0000% 2 19047 SOUTHEAST CHEROKEE CONSTRUCTION CO., INC. $ 7,598,588.98 102.2128% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -2 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 19047 |( ) |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 24000.00000 24000.00| 50000.00000 50000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 28 Acres) | | | 0020 204A000 1.000 EACH| 600.00000 600.00| 5000.00000 5000.00| Closing Water Well | | | 0030 205A001 1.000 EACH| 600.00000 600.00| 1.00000 1.00| Removal Of Structures, Structure No. | | | Structure 1 | | | 0040 205A002 1.000 EACH| 9000.00000 9000.00| 4500.00000 4500.00| Removal Of Structures, Structure No. | | | Structure 2 | | | 0050 205A003 1.000 EACH| 800.00000 800.00| 1.00000 1.00| Removal Of Structures, Structure No. | | | Structure 3 | | | 0060 205A004 1.000 EACH| 5600.00000 5600.00| 3250.00000 3250.00| Removal Of Structures, Structure No. | | | Structure 4 | | | 0070 205A005 1.000 EACH| 600.00000 600.00| 1000.00000 1000.00| Removal Of Structures, Structure No. | | | Structure 5 | | | 0080 206C002 17.000 SQYD| 8.00000 136.00| 10.00000 170.00| Removing Concrete Slope Paving | | | 0090 206D000 92.000 LF | 7.00000 644.00| 10.00000 920.00| Removing Pipe | | | 0100 206E001 1.000 EACH| 88.00000 88.00| 500.00000 500.00| Removing Inlets | | | 0110 210A000 34800.000 CUYD| 2.90000 100920.00| 3.00000 104400.00| Unclassified Excavation | | | 0120 210D011 47300.000 CUYD| 5.00000 236500.00| 6.00000 283800.00| Borrow Excavation (A-4 or Better) | | | 0130 210D025 10488.000 CUYD| 6.00000 62928.00| 6.00000 62928.00| Borrow Excavation(Improved Roadbed) | | | 0140 214A000 4770.000 CUYD| 30.00000 143100.00| 7.50000 35775.00| Structure Excavation | | | 0150 214B001 1310.000 CUYD| 30.00000 39300.00| 25.00000 32750.00| Foundation Backfill, Commercial | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -3 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 19047 |( ) |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 230A000 64.000 RBST| 900.00000 57600.00| 475.00000 30400.00| Roadbed Processing | | | 0170 301A012 30947.000 SQYD| 7.00000 216629.00| 6.75000 208892.25| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0180 401A000 25483.000 SQYD| 0.70000 17838.10| 0.63000 16054.29| Bituminous Treatment A | | | 0190 405A000 1806.000 GAL | 1.20000 2167.20| 1.15000 2076.90| Tack Coat | | | 0200 423A002 2893.000 TON | 81.00000 234333.00| 72.50000 209742.50| Stone Matrix Asphalt Wearing Layer, | | | 3/4" Maximum Aggregate Size | | | 0210 423B001 2775.000 TON | 80.00000 222000.00| 72.00000 199800.00| Stone Matrix Asphalt Binder Layer, 1.0" | | | Maximum Aggregate Size | | | 0220 424A361 413.000 TON | 64.00000 26432.00| 57.00000 23541.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0230 424B581 2775.000 TON | 54.00000 149850.00| 48.00000 133200.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0240 424B651 687.000 TON | 50.00000 34350.00| 45.00000 30915.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0250 430B040 405.000 TON | 16.00000 6480.00| 40.00000 16200.00| Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0260 530A001 90.000 LF | 25.00000 2250.00| 30.00000 2700.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0270 530A002 490.000 LF | 31.00000 15190.00| 35.00000 17150.00| 24" Roadway Pipe (Class 3 R.C.) | | | 0280 530A004 29.000 LF | 47.00000 1363.00| 55.00000 1595.00| 36" Roadway Pipe (Class 3 R.C.) | | | 0290 533A098 1000.000 LF | 25.00000 25000.00| 20.00000 20000.00| 18" Storm Sewer Pipe (Class 3 R.C.) | | | 0300 533A099 303.000 LF | 30.00000 9090.00| 25.00000 7575.00| 24" Storm Sewer Pipe (Class 3 R.C.) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -4 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 19047 |( ) |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 533A100 154.000 LF | 37.00000 5698.00| 34.00000 5236.00| 30" Storm Sewer Pipe (Class 3 R.C.) | | | 0320 533A101 540.000 LF | 46.00000 24840.00| 39.00000 21060.00| 36" Storm Sewer Pipe (Class 3 R.C.) | | | 0330 533A102 760.000 LF | 61.00000 46360.00| 49.00000 37240.00| 42" Storm Sewer Pipe (Class 3 R.C.) | | | 0340 533A103 440.000 LF | 65.00000 28600.00| 62.00000 27280.00| 48" Storm Sewer Pipe (Class 3 R.C.) | | | 0350 533B097 108.000 LF | 20.00000 2160.00| 30.00000 3240.00| 18" Span, 11" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0360 533B103 45.000 LF | 105.00000 4725.00| 125.00000 5625.00| 59" Span, 36" Rise Storm Sewer Pipe | | | (Class 3 R.C.) | | | 0370 600A000 LUMP| 331000.00000 331000.00| 91400.00000 91400.00| Mobilization | | | 0380 602A000 12.000 EACH| 140.00000 1680.00| 200.00000 2400.00| Right Of Way Markers | | | 0390 603C002 1.000 EACH| 27000.00000 27000.00| 55000.00000 55000.00| Furnishing Type 3 Field Office (State | | | Retained) | | | 0400 603B000 400.000 LF | 15.00000 6000.00| 25.50000 10200.00| Furnishing Security Fence | | | 0410 606A000 1000.000 LF | 25.00000 25000.00| 15.00000 15000.00| 6" Underdrain Pipe | | | 0420 614A000 143.000 CUYD| 300.00000 42900.00| 300.00000 42900.00| Slope Paving | | | 0430 618A000 2858.000 SQYD| 28.00000 80024.00| 26.00000 74308.00| Concrete Sidewalk, 4" Thick | | | 0440 618B003 635.000 SQYD| 21.00000 13335.00| 35.00000 22225.00| Concrete Driveway, 6" Thick (Includes | | | Wire Mesh) | | | 0450 619A002 3.000 EACH| 425.00000 1275.00| 750.00000 2250.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0460 619A003 1.000 EACH| 700.00000 700.00| 850.00000 850.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0470 619A004 1.000 EACH| 1000.00000 1000.00| 950.00000 950.00| 30" Roadway Pipe End Treatment, Class 1 | | | 0480 619A005 1.000 EACH| 1200.00000 1200.00| 1050.00000 1050.00| 36" Roadway Pipe End Treatment, Class 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -5 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 19047 |( ) |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 619A006 1.000 EACH| 900.00000 900.00| 1650.00000 1650.00| 42" Roadway Pipe End Treatment, Class 1 | | | 0500 619A007 1.000 EACH| 1200.00000 1200.00| 2100.00000 2100.00| 48" Roadway Pipe End Treatment, Class 1 | | | 0510 619A202 2.000 EACH| 1400.00000 2800.00| 1650.00000 3300.00| 24" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0520 619A203 2.000 EACH| 1500.00000 3000.00| 2000.00000 4000.00| 30" Roadway Pipe End Treatment, Class 1 | | | (Double Line) | | | 0530 619B021 1.000 EACH| 2000.00000 2000.00| 2200.00000 2200.00| 59" Span, 36" Rise Roadway Pipe End | | | Treatment, Class 1 | | | 0540 621A000 1.000 EACH| 1400.00000 1400.00| 2000.00000 2000.00| Junction Boxes, Type 1, 1P Or 5 | | | 0550 621A001 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| Junction Boxes, Type 1, 2P Or 5 | | | 0560 621A005 1.000 EACH| 1400.00000 1400.00| 2000.00000 2000.00| Junction Boxes, Type 1 | | | 0570 621A013 1.000 EACH| 1900.00000 1900.00| 8500.00000 8500.00| Junction Boxes, Type Special | | | 0580 621B001 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| Junction Box Units, Type 1, 2P Or 5 | | | 0590 621B005 1.000 EACH| 500.00000 500.00| 500.00000 500.00| Junction Box Units, Type 1 | | | 0600 621C000 1.000 EACH| 12000.00000 12000.00| 7950.00000 7950.00| Inlets, Type AB | | | 0610 621C015 9.000 EACH| 2000.00000 18000.00| 2500.00000 22500.00| Inlets, Type S1 Or S3 (1 Wing) | | | 0620 621C017 6.000 EACH| 2000.00000 12000.00| 2850.00000 17100.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0630 621C019 1.000 EACH| 1600.00000 1600.00| 4500.00000 4500.00| Inlets, Type X | | | 0640 621C088 1.000 EACH| 2000.00000 2000.00| 2850.00000 2850.00| Inlets, Type S2 Or S4 (2 Wing)(Modified | | | 0650 621C100 5.000 EACH| 3400.00000 17000.00| 6000.00000 30000.00| Inlets, Type PR | | | 0660 621C109 1.000 EACH| 3400.00000 3400.00| 6000.00000 6000.00| Inlets, Type PD | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -6 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 19047 |( ) |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0670 621C110 3.000 EACH| 6100.00000 18300.00| 7850.00000 23550.00| Inlets, Type PD-6 | | | 0680 621D015 5.000 EACH| 500.00000 2500.00| 500.00000 2500.00| Inlet Units, Type S1 Or S3 | | | 0690 621D109 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| Inlet Units, Type PD | | | 0700 621D110 1.000 EACH| 600.00000 600.00| 500.00000 500.00| Inlet Units, Type PD-6 | | | 0710 623C000 6165.000 LF | 10.00000 61650.00| 9.00000 55485.00| Combination Curb & Gutter, Type C | | | 0720 634A002 2895.000 LF | 14.00000 40530.00| 16.25000 47043.75| Industrial Fence, 6 Feet High | | | 0730 641A514 1140.000 LF | 16.00000 18240.00| 12.50000 14250.00| 1 Inch Copper Water Service Line Laid | | | 0740 641A516 1280.000 LF | 27.00000 34560.00| 15.00000 19200.00| 1 1/2 Inch Copper Water Service Line | | | Laid | | | 0750 641A610 440.000 LF | 21.00000 9240.00| 22.00000 9680.00| 4 Inch Ductile Iron Water Main Laid | | | 0760 641A612 3885.000 LF | 32.00000 124320.00| 24.00000 93240.00| 6 Inch Ductile Iron Water Main Laid | | | 0770 641A746 2600.000 LF | 16.00000 41600.00| 18.00000 46800.00| 6 Inch P.V.C. Water Main Laid | | | 0780 641D500 2.000 EACH| 2900.00000 5800.00| 2000.00000 4000.00| Fire Hydrant | | | 0790 641E500 1.000 EACH| 2900.00000 2900.00| 2000.00000 2000.00| Fire Hydrant Reset | | | 0800 641J514 1.000 EACH| 1700.00000 1700.00| 600.00000 600.00| 4 Inch Gate Valve with Box | | | 0810 641J516 3.000 EACH| 2200.00000 6600.00| 750.00000 2250.00| 6 Inch Gate Valve with Box | | | 0820 641O512 1.000 EACH| 2200.00000 2200.00| 3250.00000 3250.00| 6 Inch x 4 Inch Tapping Valve and Sleev | | | 0830 641O514 2.000 EACH| 1600.00000 3200.00| 3550.00000 7100.00| 6 Inch x 6 Inch Tapping Valve and Sleev | | | 0840 641Q530 2.000 EACH| 2600.00000 5200.00| 1.00000 2.00| 4 Inch Water Meter And Box Set | | | 0850 641Q535 2.000 EACH| 35000.00000 70000.00| 1.00000 2.00| 6 Inch Water Meter And Box Set | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -7 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 19047 |( ) |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0860 641R535 2.000 EACH| 700.00000 1400.00| 1.00000 2.00| 6 Inch Water Meter And Box Reset | | | 0870 645A604 175.000 LF | 43.00000 7525.00| 40.00000 7000.00| 8 Inch Ductile Iron Sanitary Sewer | | | Force Main Pipe Laid | | | 0880 645H510 1.000 EACH| 1700.00000 1700.00| 2750.00000 2750.00| 48 Inch Manhole | | | 0890 649A500 315.000 LF | 17.00000 5355.00| 40.00000 12600.00| 2 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0900 649A530 90.000 LF | 53.00000 4770.00| 60.00000 5400.00| 10 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0910 649A535 280.000 LF | 64.00000 17920.00| 80.00000 22400.00| 12 Inch Steel Encasement Pipe, Type 1 | | | Installation | | | 0920 650A000 1000.000 CUYD| 6.00000 6000.00| 7.00000 7000.00| Topsoil | | | 0930 650B000 13200.000 CUYD| 6.00000 79200.00| 5.00000 66000.00| Topsoil From Stockpiles | | | 0940 652A054 6.000 ACRE| 530.00000 3180.00| 1650.00000 9900.00| Seeding (Mix 2A) | | | 0950 652B053 6.000 ACRE| 440.00000 2640.00| 550.00000 3300.00| Temporary Seeding (Mix 2AT) | | | 0960 652D054 6.000 ACRE| 530.00000 3180.00| 650.00000 3900.00| Seeding In Stubble (Mix 2A) | | | 0970 654A001 16156.000 SQYD| 3.25000 52507.00| 2.25000 36351.00| Solid Sodding (Bermuda) | | | 0980 656A000 12.000 ACRE| 530.00000 6360.00| 550.00000 6600.00| Mulching, Class A, Type 1 | | | 0990 657B000 1500.000 BALE| 5.80000 8700.00| 5.50000 8250.00| Pinestraw Mulch | | | 1000 659A000 1200.000 SQYD| 2.30000 2760.00| 3.25000 3900.00| Erosion Control Netting, Class A | | | 1010 660A000 2285.000 CUYD| 24.00000 54840.00| 23.50000 53697.50| Plant Topsoil | | | 1020 660C031 476.000 EACH| 21.00000 9996.00| 13.75000 6545.00| Shrubs, Cleyera Japonica (Japan Cleyera | | | 1030 660C047 34.000 EACH| 158.00000 5372.00| 33.50000 1139.00| Shrubs, Ilex Opaca X Cornuta (Ilex | | | 'Emily Bruner') | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -8 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 19047 |( ) |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1040 660C056 700.000 EACH| 7.00000 4900.00| 5.50000 3850.00| Shrubs, Hemerolallis 'Dwarf Peach' | | | (Dwarf Peach Daylily) | | | 1050 660C059 130.000 EACH| 14.00000 1820.00| 13.75000 1787.50| Shrubs, Juniperus Parsoni (Parsons | | | Juniper) | | | 1060 660C071 1823.000 EACH| 6.80000 12396.40| 4.65000 8476.95| Shrubs, Liriope Muscari 'Variegata' | | | (Variegated Liriope) | | | 1070 660C073 141.000 EACH| 15.00000 2115.00| 14.00000 1974.00| Shrubs, Loropetalum Chinense | | | (Loropetalum) | | | 1080 660C074 350.000 EACH| 3.00000 1050.00| 5.50000 1925.00| Shrubs, Liriope Muscari (Big Blue | | | Liriope) | | | 1090 660C081 5.000 EACH| 84.00000 420.00| 145.00000 725.00| Shrubs, Myrcia Cerifera (Southern Wax | | | Myrtle) | | | 1100 660C112 925.000 EACH| 14.00000 12950.00| 3.35000 3098.75| Shrubs, Juniperus Phitzeriana Compacta | | | (Dwarf Phitzer Juniper) | | | 1110 660C114 220.000 EACH| 16.00000 3520.00| 13.75000 3025.00| Shrubs, Raphiolepis Indica "Ballerina" | | | (Ballerina Indian Hawthorne) | | | 1120 660C124 1050.000 EACH| 7.00000 7350.00| 5.50000 5775.00| Shrubs, Hemerocallis 'Stella De Oro' | | | (Stella De Oro Daylily) | | | 1130 660C133 9.000 EACH| 14.00000 126.00| 4.75000 42.75| Shrubs, Ficus Pumila(Fig Vine) | | | 1140 660D042 40.000 EACH| 180.00000 7200.00| 66.00000 2640.00| Trees, Lagerstroemia Indica 'Tuscarora' | | | (Tuscarora Crepe Myrtle) | | | 1150 660D096 15.000 EACH| 240.00000 3600.00| 195.00000 2925.00| Trees, Quercus Acutissima (Sawtooth Oak | | | 1160 660D110 15.000 EACH| 200.00000 3000.00| 175.00000 2625.00| Trees, Taxodium Distichum (Bald Cypress | | | 1170 660D126 22.000 EACH| 304.00000 6688.00| 215.00000 4730.00| Trees, Fraxinus Pennsylvanica (Green | | | Ash) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -9 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 19047 |( ) |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1180 660D136 17.000 EACH| 223.00000 3791.00| 195.00000 3315.00| Trees, Quercus Shummardi (Shumard Oak) | | | 1190 660D142 32.000 EACH| 179.00000 5728.00| 175.00000 5600.00| Trees, Betula Nigra 'Heritage'(River | | | Birch) | | | 1200 660D159 29.000 EACH| 330.00000 9570.00| 475.00000 13775.00| Trees, Magnolia 'Green Giant' (Green | | | Giant Magnolia) | | | 1210 665J000 2885.000 LF | 3.00000 8655.00| 6.00000 17310.00| Silt Fence, Type A | | | 1220 665Q000 1380.000 LF | 4.50000 6210.00| 6.00000 8280.00| 12 Inch Wattle | | | 1230 667A000 20.000 ACRE| 53.00000 1060.00| 55.00000 1100.00| Fire Ant Control Treatment (Maximum Bid | | | Limited To $50.00 Per Acre) | | | 1240 680A000 LUMP| 106000.00000 106000.00| 60000.00000 60000.00| Engineering Controls | | | 1250 701A028 2.000 MILE| 2300.00000 4600.00| 2000.00000 4000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1260 701A031 2.000 MILE| 4700.00000 9400.00| 2000.00000 4000.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 1270 701A032 2.000 MILE| 2300.00000 4600.00| 2000.00000 4000.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 1280 701A041 2.000 MILE| 1200.00000 2400.00| 2000.00000 4000.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 1290 701B009 1885.000 LF | 1.10000 2073.50| 0.35000 659.75| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 1300 701C000 2.000 MILE| 880.00000 1760.00| 1500.00000 3000.00| Broken Temporary Traffic Stripe | | | 1310 701C001 3.000 MILE| 880.00000 2640.00| 1500.00000 4500.00| Solid Temporary Traffic Stripe | | | 1320 701F000 3770.000 LF | 0.60000 2262.00| 0.30000 1131.00| Dotted Temporary Traffic Stripe | | | 1330 701G040 260.000 LF | 1.10000 286.00| 0.30000 78.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -10 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 19047 |( ) |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1340 703A002 1904.000 SQFT| 3.80000 7235.20| 3.00000 5712.00| Traffic Control Markings, Class 2, Type | | | A | | | 1350 703B002 90.000 SQFT| 4.70000 423.00| 3.00000 270.00| Traffic Control Legends, Class 2, Type | | | 1360 705A030 47.000 EACH| 7.00000 329.00| 10.00000 470.00| Pavement Markers, Class A-H, Type 2-C | | | 1370 705A031 72.000 EACH| 7.00000 504.00| 10.00000 720.00| Pavement Markers, Class A-H, Type 1-A | | | 1380 710A098 167.000 SQFT| 12.00000 2004.00| 27.00000 4509.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type I Background) | | | 1390 710A115 48.000 SQFT| 15.00000 720.00| 28.00000 1344.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 1400 710A126 97.000 SQFT| 19.00000 1843.00| 30.00000 2910.00| Class 8, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge(Type IX Background) | | | 1410 710B001 754.000 LF | 8.00000 6032.00| 7.50000 5655.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 1420 740B000 765.000 SQFT| 8.00000 6120.00| 10.00000 7650.00| Construction Signs | | | 1430 740D000 200.000 EACH| 64.00000 12800.00| 65.00000 13000.00| Channelizing Drums | | | 1440 740E000 100.000 EACH| 17.00000 1700.00| 9.50000 950.00| Cones (36 Inches High) | | | 1450 740F002 4.000 EACH| 223.00000 892.00| 190.00000 760.00| Barricades, Type III | | | 1460 740I005 2.000 EACH| 647.00000 1294.00| 850.00000 1700.00| Warning Lights, Type B (Detachable Head | | | 1470 740M001 100.000 EACH| 9.00000 900.00| 6.00000 600.00| Ballast For Cone | | | 1480 740Q000 517.000 LF | 5.00000 2585.00| 5.00000 2585.00| Construction Safety Fence | | | 1490 741C010 2.000 EACH| 4700.00000 9400.00| 5200.00000 10400.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/11/04 PAGE : 001 -11 TABULATION OF BIDS CALL ORDER : 001 CONTRACT ID : 20040611001 COUNTIES : LOWNDES LETTING DATE : 06/11/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 07003 |( 2 ) 19047 |( ) |R.E. GRILLS CONSTRUCTION CO |SOUTHEAST CHEROKEE CONSTRUC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 1500 750Z010 LUMP| 280000.00000 280000.00| 200000.00000 200000.00| Roadway Lighting System | | | 1510 754A000 LUMP| 220000.00000 220000.00| 155000.00000 155000.00| Area Lighting System | | | 1520 791A000 LUMP| 2943000.00000 2943000.00| 3468740.00000 3468740.00| Interpretive Center Building | | | 1530 791B000 LUMP| 207000.00000 207000.00| 158278.00000 158278.00| Maintenance Building | | | 1540 791C000 LUMP| 88000.00000 88000.00| 175803.00000 175803.00| Domed Pavilian | | | 1550 791D000 3.000 EACH| 21000.00000 63000.00| 35842.00000 107526.00| Outdoor Shelters | | | 1560 791E000 LUMP| 5000.00000 5000.00| 77538.00000 77538.00| Utility Enclosure | | | 1570 791F000 LUMP| 5300.00000 5300.00| 15325.00000 15325.00| Monument Sign | | | 1580 791G000 20.000 EACH| 2500.00000 50000.00| 1509.75000 30195.00| Picnic Table | | | 1590 791H000 LUMP| 49000.00000 49000.00| 130000.00000 130000.00| Irrigation System | | | 1600 791I000 1.000 EACH| 500.00000 500.00| 2477.00000 2477.00| Flag Pole | | | 1610 791J000 7.000 EACH| 3000.00000 21000.00| 2850.86000 19956.02| Water Fountain | | | 1620 791K000 13.000 EACH| 640.00000 8320.00| 798.39000 10379.07| Garbage Depositories | | | 1630 791L000 1176.000 SQYD| 88.00000 103488.00| 150.00000 176400.00| Brick And Concrete Sidewalks | | | SECTION TOTALS | $ 7,434,090.40| $ 7,598,588.98| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,434,090.40| $ 7,598,588.98| $ ====================================================================================================================================