INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/23/99 PAGE : 240 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,488,805.85 ROUTE : SR 1 CALL ORDER : 240 CONTRACT ID : RS-24358-A COUNTIES : WELLS LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 1,720,426.94 100.0000% 2 35-1139301 E & B PAVING, INC. $ 1,757,739.57 102.1688% 3 35-1145884 L I C A CONSTRUCTION CORPORATION $ 1,873,596.31 108.9029% 4 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 1,959,008.01 113.8675% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1145884 |BROOKS CONSTRUCTION COMPANY,|E & B PAVING, INC. |L I C A CONSTRUCTION CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 975.00000 8775.00| 1500.00000 13500.00| 1500.00000 13500.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 86000.00000 86000.00| 60000.00000 60000.00| 90000.00000 90000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 40.000 m | 25.00000 1000.00| 10.00000 400.00| 5.70000 228.00 GUARDRAIL, REMOVE | | | 0004 202-02271 2.000 EACH| 160.00000 320.00| 300.00000 600.00| 180.00000 360.00 HEADWALL, REMOVE | | | 0005 202-02279 85.000 m | 15.68000 1332.80| 16.50000 1402.50| 7.20000 612.00 CURB AND GUTTER, REMOVE | | | 0006 202-60820 4100.000 m2 | 2.28000 9348.00| 1.85000 7585.00| 2.00000 8200.00 SURFACE MILLING, ASPHALT | | | 0007 211-02060 15.000 m3 | 18.11000 271.65| 20.00000 300.00| 25.00000 375.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-60905 11000.000 Mg | 5.95000 65450.00| 10.00000 110000.00| 11.50000 126500.00 COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0009 305-05204 1500.000 Mg | 55.11000 82665.00| 65.00000 97500.00| 59.00000 88500.00 HMA FOR PATCHING | | | 0010 305-05206 5700.000 Mg | 22.05000 125685.00| 29.00000 165300.00| 28.20000 160740.00 WIDENING WITH HMA | | | 0011 305-60400 750.000 Mg | 5.51000 4132.50| 5.50000 4125.00| 13.00000 9750.00 COMPACTED AGGREGATE FOR PATCHING | | | 0012 305-60970 2900.000 Mg | 5.51000 15979.00| 5.50000 15950.00| 14.50000 42050.00 WIDENING WITH COMPACTED AGGREGATE | | | 0013 401-05455 24200.000 Mg | 22.05000 533610.00| 22.50000 544500.00| 24.50000 592900.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0014 401-05456 10400.000 Mg | 25.79000 268216.00| 26.00000 270400.00| 27.70000 288080.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/23/99 PAGE : 240 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,488,805.85 ROUTE : SR 1 CALL ORDER : 240 CONTRACT ID : RS-24358-A COUNTIES : WELLS LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1145884 |BROOKS CONSTRUCTION COMPANY,|E & B PAVING, INC. |L I C A CONSTRUCTION CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 402-05495 6650.000 Mg | 22.71000 151021.50| 23.50000 156275.00| 24.50000 162925.00 HMA WEDGE AND LEVEL | | | 0016 406-05520 105.000 Mg | 162.04000 17014.20| 145.00000 15225.00| 160.00000 16800.00 ASPHALT FOR TACK COAT | | | 0017 501-02400 LUMP| 10000.00000 10000.00| 4500.00000 4500.00| 6500.00000 6500.00 PROFILOGRAPH | | | 0018 605-52807 85.000 m | 60.96000 5181.60| 60.00000 5100.00| 25.00000 2125.00 CURB AND GUTTER, COMBINED | | | 0019 608-04396 300.000 EACH| 10.00000 3000.00| 50.00000 15000.00| 80.00000 24000.00 SHOULDER DRAIN | | | 0020 610-05527 2650.000 Mg | 38.58000 102237.00| 46.00000 121900.00| 37.50000 99375.00 HMA FOR APPROACHES | | | 0021 615-06520 16.000 EACH| 200.00000 3200.00| 300.00000 4800.00| 200.00000 3200.00 MONUMENT, RE-ESTABLISH | | | 0022 616-06405 30.000 Mg | 31.64000 949.20| 30.00000 900.00| 25.00000 750.00 RIPRAP, REVETMENT | | | 0023 621-01004 2.000 EACH| 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 6000.000 m2 | 0.48000 2880.00| 0.48000 2880.00| 0.48000 2880.00 MULCHED SEEDING, R | | | 0025 621-06574 100.000 m2 | 18.50000 1850.00| 18.50000 1850.00| 18.50000 1850.00 SODDING | | | 0026 715-05595 26.600 m | 106.36000 2829.18| 100.00000 2660.00| 80.00000 2128.00 PIPE EXTENSION, CIRCULAR, 375 mm | | | 0027 715-46005 1.000 EACH| 365.00000 365.00| 225.00000 225.00| 175.00000 175.00 PIPE END SECTION, 375 mm | | | 0028 720-44000 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 100.00000 200.00 CASTING, ADJUST TO GRADE | | | 0029 730-02628 5.000 EACH| 518.00000 2590.00| 360.00000 1800.00| 400.00000 2000.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0030 801-01767 460.000 m | 1.00000 460.00| 1.92000 883.20| 2.00000 920.00 TEMPORARY PAVEMENT MARKING, PAINT, | | | YELLOW, 100 mm | | | 0031 801-06049 3000.000 m | 0.52000 1560.00| 0.60000 1800.00| 1.00000 3000.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0032 801-06640 35.000 EACH| 145.00000 5075.00| 145.00000 5075.00| 145.00000 5075.00 CONSTRUCTION SIGN, A | | | 0033 801-06643 1500.000 m | 2.62000 3930.00| 2.50000 3750.00| 3.00000 4500.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/23/99 PAGE : 240 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,488,805.85 ROUTE : SR 1 CALL ORDER : 240 CONTRACT ID : RS-24358-A COUNTIES : WELLS LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1145884 |BROOKS CONSTRUCTION COMPANY,|E & B PAVING, INC. |L I C A CONSTRUCTION CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06775 LUMP| 126725.00000 126725.00| 42000.00000 42000.00| 35000.00000 35000.00 MAINTAINING TRAFFIC | | | 0035 802-76035 9.720 m2 | 130.00000 1263.60| 140.00000 1360.80| 180.00000 1749.60 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0036 802-91122 11.000 EACH| 50.00000 550.00| 70.00000 770.00| 80.00000 880.00 SIGN, GROUND MOUNTED, RESET | | | 0037 803-02310 1792.000 kg | 1.00000 1792.00| 1.00000 1792.00| 2.00000 3584.00 REINFORCING STEEL, SIGN FOUNDATION | | | 0039 803-76135 4.000 EACH| 6000.00000 24000.00| 6600.00000 26400.00| 4395.00000 17580.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0040 808-06701 84.000 m | 0.80000 67.20| 0.80000 67.20| 0.80000 67.20 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0041 808-06703 445.000 m | 0.80000 356.00| 0.80000 356.00| 0.80000 356.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0042 808-06705 114.000 m | 3.55000 404.70| 3.55000 404.70| 3.55000 404.70 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0043 808-06713 26398.000 m | 0.14000 3695.72| 0.14000 3695.72| 0.14000 3695.72 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-75240 3106.000 m | 0.80000 2484.80| 0.80000 2484.80| 0.80000 2484.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0045 808-75245 6819.000 m | 0.80000 5455.20| 0.80000 5455.20| 0.80000 5455.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0046 808-75278 95.000 m | 10.65000 1011.75| 10.65000 1011.75| 10.65000 1011.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0047 808-75297 83.000 m | 10.65000 883.95| 10.65000 883.95| 10.65000 883.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0048 808-75320 30.000 EACH| 52.70000 1581.00| 52.70000 1581.00| 52.70000 1581.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75325 21.000 EACH| 76.25000 1601.25| 76.25000 1601.25| 76.25000 1601.25 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0050 808-75996 612.000 EACH| 2.50000 1530.00| 3.50000 2142.00| 3.00000 1836.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/23/99 PAGE : 240 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,488,805.85 ROUTE : SR 1 CALL ORDER : 240 CONTRACT ID : RS-24358-A COUNTIES : WELLS LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 |(3) 35-1145884 |BROOKS CONSTRUCTION COMPANY,|E & B PAVING, INC. |L I C A CONSTRUCTION CORPORA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-75998 886.000 EACH| 25.99000 23027.14| 25.25000 22371.50| 25.99000 23027.14 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 803-06031 21.200 m3 | 225.00000 4770.00| 230.00000 4876.00| 500.00000 10600.00 SIGN FOUNDATIONS, CONCRETE | | | SECTION TOTALS | $ 1,720,426.94| $ 1,757,739.57| $ 1,873,596.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,720,426.94| $ 1,757,739.57| $ 1,873,596.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/23/99 PAGE : 240 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,488,805.85 ROUTE : SR 1 CALL ORDER : 240 CONTRACT ID : RS-24358-A COUNTIES : WELLS LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 | | |JOHNSON, S.E. COMPANIES, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 1500.00000 13500.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 133000.00000 133000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02241 40.000 m | 22.00000 880.00| | GUARDRAIL, REMOVE | | | 0004 202-02271 2.000 EACH| 500.00000 1000.00| | HEADWALL, REMOVE | | | 0005 202-02279 85.000 m | 18.50000 1572.50| | CURB AND GUTTER, REMOVE | | | 0006 202-60820 4100.000 m2 | 2.50000 10250.00| | SURFACE MILLING, ASPHALT | | | 0007 211-02060 15.000 m3 | 30.00000 450.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-60905 11000.000 Mg | 7.50000 82500.00| | COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | 0009 305-05204 1500.000 Mg | 40.00000 60000.00| | HMA FOR PATCHING | | | 0010 305-05206 5700.000 Mg | 25.00000 142500.00| | WIDENING WITH HMA | | | 0011 305-60400 750.000 Mg | 15.00000 11250.00| | COMPACTED AGGREGATE FOR PATCHING | | | 0012 305-60970 2900.000 Mg | 10.00000 29000.00| | WIDENING WITH COMPACTED AGGREGATE | | | 0013 401-05455 24200.000 Mg | 23.50000 568700.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0014 401-05456 10400.000 Mg | 32.00000 332800.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0015 402-05495 6650.000 Mg | 28.00000 186200.00| | HMA WEDGE AND LEVEL | | | 0016 406-05520 105.000 Mg | 200.00000 21000.00| | ASPHALT FOR TACK COAT | | | 0017 501-02400 LUMP| 15000.00000 15000.00| | PROFILOGRAPH | | | 0018 605-52807 85.000 m | 62.00000 5270.00| | CURB AND GUTTER, COMBINED | | | 0019 608-04396 300.000 EACH| 135.00000 40500.00| | SHOULDER DRAIN | | | 0020 610-05527 2650.000 Mg | 35.00000 92750.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/23/99 PAGE : 240 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,488,805.85 ROUTE : SR 1 CALL ORDER : 240 CONTRACT ID : RS-24358-A COUNTIES : WELLS LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 | | |JOHNSON, S.E. COMPANIES, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 615-06520 16.000 EACH| 225.00000 3600.00| | MONUMENT, RE-ESTABLISH | | | 0022 616-06405 30.000 Mg | 60.00000 1800.00| | RIPRAP, REVETMENT | | | 0023 621-01004 2.000 EACH| 800.00000 1600.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0024 621-06559 6000.000 m2 | 0.48000 2880.00| | MULCHED SEEDING, R | | | 0025 621-06574 100.000 m2 | 18.50000 1850.00| | SODDING | | | 0026 715-05595 26.600 m | 250.00000 6650.00| | PIPE EXTENSION, CIRCULAR, 375 mm | | | 0027 715-46005 1.000 EACH| 300.00000 300.00| | PIPE END SECTION, 375 mm | | | 0028 720-44000 2.000 EACH| 400.00000 800.00| | CASTING, ADJUST TO GRADE | | | 0029 730-02628 5.000 EACH| 600.00000 3000.00| | SAFETY METAL END SECTION, 6:1, 375 mm | | | 0030 801-01767 460.000 m | 1.92000 883.20| | TEMPORARY PAVEMENT MARKING, PAINT, | | | YELLOW, 100 mm | | | 0031 801-06049 3000.000 m | 0.75000 2250.00| | TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0032 801-06640 35.000 EACH| 200.00000 7000.00| | CONSTRUCTION SIGN, A | | | 0033 801-06643 1500.000 m | 3.50000 5250.00| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0034 801-06775 LUMP| 95000.00000 95000.00| | MAINTAINING TRAFFIC | | | 0035 802-76035 9.720 m2 | 180.00000 1749.60| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0036 802-91122 11.000 EACH| 80.00000 880.00| | SIGN, GROUND MOUNTED, RESET | | | 0037 803-02310 1792.000 kg | 2.00000 3584.00| | REINFORCING STEEL, SIGN FOUNDATION | | | 0039 803-76135 4.000 EACH| 4395.00000 17580.00| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/23/99 PAGE : 240 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,488,805.85 ROUTE : SR 1 CALL ORDER : 240 CONTRACT ID : RS-24358-A COUNTIES : WELLS LETTING DATE : 07/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 34-4272670 | | |JOHNSON, S.E. COMPANIES, INC| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-06701 84.000 m | 0.80000 67.20| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0041 808-06703 445.000 m | 0.80000 356.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0042 808-06705 114.000 m | 3.55000 404.70| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0043 808-06713 26398.000 m | 0.14000 3695.72| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0044 808-75240 3106.000 m | 0.80000 2484.80| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0045 808-75245 6819.000 m | 0.80000 5455.20| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0046 808-75278 95.000 m | 10.65000 1011.75| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0047 808-75297 83.000 m | 10.65000 883.95| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0048 808-75320 30.000 EACH| 52.70000 1581.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0049 808-75325 21.000 EACH| 76.25000 1601.25| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0050 808-75996 612.000 EACH| 5.00000 3060.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0051 808-75998 886.000 EACH| 25.99000 23027.14| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0052 803-06031 21.200 m3 | 500.00000 10600.00| | SIGN FOUNDATIONS, CONCRETE | | | SECTION TOTALS | $ 1,959,008.01| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,959,008.01| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/23/99 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 27 CALL ORDER : 250 CONTRACT ID : RS-24404-A COUNTIES : WAYNE LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0908125 STRAWSER, INC. $ 139,985.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/23/99 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,550,629.96 ROUTE : 244 CALL ORDER : 260 CONTRACT ID : RS-24530-A COUNTIES : SHELBY RUSH LETTING DATE : 07/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT FRANKLIN CONTRACT TIME : 11/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,234,769.85 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,701,556.50 137.8035% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 FULL DEPTH PATCHING, ASPHALT | | | 0001 105-01925 6.000 MOS | 1500.00000 9000.00| 2500.00000 15000.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 1.00000 1.00| 26500.00000 26500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 70500.00000 70500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 305-05731 27256.000 Mg | 41.10000 1120221.60| 50.00000 1362800.00| WIDENING WITH QC/QA HMA | | | 0005 405-05517 89.000 Mg | 250.00000 22250.00| 285.00000 25365.00| ASPHALT FOR PRIME COAT | | | 0006 406-05520 37.900 Mg | 185.00000 7011.50| 550.00000 20845.00| ASPHALT FOR TACK COAT | | | 0007 406-06466 63063.000 m | 0.25000 15765.75| 1.50000 94594.50| POLYMERIC ASPHALT JOINT TAPE | | | 0008 801-06640 76.000 EACH| 20.00000 1520.00| 52.00000 3952.00| CONSTRUCTION SIGN, A | | | 0009 801-06775 LUMP| 19000.00000 19000.00| 82000.00000 82000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 1,234,769.85| $ 1,701,556.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,234,769.85| $ 1,701,556.50| ====================================================================================================================================