INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,163,552.28 ROUTE : SR 545 CALL ORDER : 300 CONTRACT ID : RS-25847-A COUNTIES : DUBOIS LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 511900A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 882,200.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 904,596.35 102.5386% 3 35-1056038 CALCAR QUARRIES, INC. $ 984,761.01 111.6255% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1056038 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4300.00000 4300.00| 3000.00000 3000.00| 2000.00000 2000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 8.000 MOS | 2200.00000 17600.00| 1350.00000 10800.00| 1200.00000 9600.00 FIELD OFFICE, C | | | 0003 110-01001 LUMP| 43800.00000 43800.00| 45000.00000 45000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02272 85.000 m | 18.00000 1530.00| 35.00000 2975.00| 25.00000 2125.00 PAVED SIDE DITCH, REMOVE | | | 0005 202-60820 139700.000 m2 | 0.01000 1397.00| 0.45000 62865.00| 0.42000 58674.00 SURFACE MILLING, ASPHALT | | | 0006 203-91878 1200.000 m | 2.00000 2400.00| 21.00000 25200.00| 24.00000 28800.00 LINEAR DITCH GRADING | | | 0007 205-02229 30.000 m | 18.65000 559.50| 18.65000 559.50| 12.00000 360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 211-02060 520.000 m3 | 26.00000 13520.00| 14.00000 7280.00| 33.70000 17524.00 B BORROW FOR STRUCTURE BACKFILL | | | 0009 303-04095 1265.000 Mg | 15.35000 19417.75| 16.00000 20240.00| 15.95000 20176.75 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 305-05204 50.000 Mg | 90.00000 4500.00| 140.00000 7000.00| 150.00000 7500.00 HMA FOR PATCHING | | | 0011 401-05456 12575.000 Mg | 42.00000 528150.00| 38.00000 477850.00| 40.90000 514317.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05495 500.000 Mg | 40.00000 20000.00| 34.25000 17125.00| 43.50000 21750.00 HMA WEDGE AND LEVEL | | | 0013 405-05517 35.000 Mg | 300.00000 10500.00| 295.00000 10325.00| 300.00000 10500.00 ASPHALT FOR PRIME COAT | | | 0014 406-05520 40.000 Mg | 150.00000 6000.00| 165.00000 6600.00| 210.00000 8400.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,163,552.28 ROUTE : SR 545 CALL ORDER : 300 CONTRACT ID : RS-25847-A COUNTIES : DUBOIS LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1056038 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 610-05527 920.000 Mg | 40.00000 36800.00| 38.00000 34960.00| 60.00000 55200.00 HMA FOR APPROACHES | | | 0016 616-06405 500.000 Mg | 25.00000 12500.00| 25.00000 12500.00| 31.50000 15750.00 RIPRAP, REVETMENT | | | 0017 621-01004 1.000 EACH| 650.00000 650.00| 650.00000 650.00| 650.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06559 1000.000 m2 | 1.45000 1450.00| 1.45000 1450.00| 1.45000 1450.00 MULCHED SEEDING, R | | | 0019 715-05019 4.100 m | 520.00000 2132.00| 1000.00000 4100.00| 378.00000 1549.80 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0020 715-05121 3.000 m | 430.00000 1290.00| 660.00000 1980.00| 357.00000 1071.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0021 715-05123 4.000 m | 465.00000 1860.00| 1000.00000 4000.00| 244.00000 976.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0022 715-05125 16.200 m | 310.00000 5022.00| 500.00000 8100.00| 346.19000 5608.28 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0023 715-05127 25.000 m | 400.00000 10000.00| 425.00000 10625.00| 413.00000 10325.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0024 715-05129 26.000 m | 425.00000 11050.00| 590.00000 15340.00| 448.96000 11672.96 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0025 715-05247 2.000 m | 635.00000 1270.00| 1000.00000 2000.00| 529.00000 1058.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.45 | | | m2 | | | 0026 715-05260 22.800 m | 630.00000 14364.00| 1000.00000 22800.00| 563.06000 12837.77 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.55 | | | m2 | | | 0027 715-05842 2.000 EACH| 4500.00000 9000.00| 1780.00000 3560.00| 2995.00000 5990.00 CONCRETE ANCHOR, 1050 mm | | | 0028 715-06492 2.000 EACH| 4490.00000 8980.00| 1680.00000 3360.00| 3795.00000 7590.00 CONCRETE ANCHOR, 1350 mm | | | 0029 715-06825 1.000 EACH| 4490.00000 4490.00| 1830.00000 1830.00| 3545.00000 3545.00 CONCRETE ANCHOR , MIN. AREA 1.45 m2 | | | 0030 715-06825 2.000 EACH| 4490.00000 8980.00| 1830.00000 3660.00| 4385.00000 8770.00 CONCRETE ANCHOR , MIN. AREA 2.55 m2 | | | 0031 715-46010 1.000 EACH| 220.00000 220.00| 930.00000 930.00| 485.00000 485.00 PIPE END SECTION, 450 mm | | | 0032 715-46020 1.000 EACH| 320.00000 320.00| 970.00000 970.00| 550.00000 550.00 PIPE END SECTION, 600 mm | | | 0033 715-46030 2.000 EACH| 400.00000 800.00| 1100.00000 2200.00| 635.00000 1270.00 PIPE END SECTION, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,163,552.28 ROUTE : SR 545 CALL ORDER : 300 CONTRACT ID : RS-25847-A COUNTIES : DUBOIS LETTING DATE : 05/21/02 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-0626844 |(3) 35-1056038 |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO |CALCAR QUARRIES, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-46040 2.000 EACH| 560.00000 1120.00| 1200.00000 2400.00| 815.00000 1630.00 PIPE END SECTION, 900 mm | | | 0035 801-06203 1785.000 m | 1.60000 2856.00| 3.00000 5355.00| 3.00000 5355.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0036 801-06207 1785.000 m | 3.25000 5801.25| 4.00000 7140.00| 3.50000 6247.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0037 801-06640 45.000 EACH| 70.00000 3150.00| 70.00000 3150.00| 75.00000 3375.00 CONSTRUCTION SIGN, A | | | 0038 801-06775 LUMP| 19936.60000 19936.60| 15000.00000 15000.00| 38000.00000 38000.00 MAINTAINING TRAFFIC | | | 0039 808-04298 2.000 EACH| 650.00000 1300.00| 375.00000 750.00| 307.00000 614.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0040 808-06712 1850.000 m | 0.16000 296.00| 0.14000 259.00| 0.16000 296.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0041 808-06713 35620.000 m | 0.16000 5699.20| 0.14000 4986.80| 0.16000 5699.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0042 808-06714 26320.000 m | 0.16000 4211.20| 0.14000 3684.80| 0.16000 4211.20 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0043 808-75297 55.000 m | 33.00000 1815.00| 11.00000 605.00| 14.31000 787.05 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0044 808-75996 1385.000 EACH| 3.80000 5263.00| 2.75000 3808.75| 3.00000 4155.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0045 808-75998 1385.000 EACH| 18.70000 25899.50| 18.50000 25622.50| 19.00000 26315.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 882,200.00| $ 904,596.35| $ 984,761.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 882,200.00| $ 904,596.35| $ 984,761.01 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 314 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,645.87 ROUTE : 31 CALL ORDER : 314 CONTRACT ID : RS-26168-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 526,396.64 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 579,639.00 110.1144% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 597,180.00 113.4467% 4 35-1139301 E & B PAVING, INC. $ 649,468.00 123.3799% 5 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 654,900.00 124.4118% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 3.000 MOS | 1800.00000 5400.00| 2300.00000 6900.00| 2200.00000 6600.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 3500.00000 3500.00| 12365.00000 12365.00| 16002.24000 16002.24 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 133452.980 SYS | 0.61000 81406.32| 0.30000 40035.89| 0.33000 44039.48 SURFACE MILLING, ASPHALT | | | 0004 401-05456 9174.890 TON | 33.00000 302771.37| 44.05000 404153.90| 42.50000 389932.83 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0005 406-05520 44.430 TON | 140.00000 6220.20| 175.00000 7775.25| 185.00000 8219.55 ASPHALT FOR TACK COAT | | | 0006 801-06207 7000.000 LFT | 1.25000 8750.00| 0.45000 3150.00| 1.00000 7000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0007 801-06640 38.000 EACH| 69.25000 2631.50| 55.00000 2090.00| 70.00000 2660.00 CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 4550.00000 4550.00| 2801.21000 2801.21| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0009 808-01226 660.000 EACH| 6.40000 4224.00| 6.50000 4290.00| 6.30000 4158.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0013 808-75297 962.000 LFT | 3.20000 3078.40| 3.25000 3126.50| 3.20000 3078.40 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0014 808-75320 20.000 EACH| 48.00000 960.00| 50.00000 1000.00| 47.00000 940.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 314 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,645.87 ROUTE : 31 CALL ORDER : 314 CONTRACT ID : RS-26168-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-75325 10.000 EACH| 58.75000 587.50| 60.00000 600.00| 58.00000 580.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0016 808-75994 660.000 EACH| 6.15000 4059.00| 6.00000 3960.00| 6.00000 3960.00 PRISMATIC REFLECTOR | | | 0017 808-75996 660.000 EACH| 7.00000 4620.00| 6.00000 3960.00| 4.00000 2640.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-06701 18100.000 LFT | 0.01000 181.00| 0.05000 905.00| 0.02000 362.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0019 808-06703 30000.000 LFT | 0.30000 9000.00| 0.30000 9000.00| 0.29000 8700.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0020 808-75245 24100.000 LFT | 0.30000 7230.00| 0.30000 7230.00| 0.29000 6989.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0021 805-78470 31125.000 LFT | 0.28000 8715.00| 0.15000 4668.75| 0.27000 8403.75 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78510 3112.500 LFT | 0.70000 2178.75| 0.60000 1867.50| 0.70000 2178.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0023 805-78795 9960.000 LFT | 6.66000 66333.60| 6.00000 59760.00| 6.60000 65736.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | SECTION TOTALS | $ 526,396.64| $ 579,639.00| $ 597,180.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 526,396.64| $ 579,639.00| $ 597,180.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 314 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,645.87 ROUTE : 31 CALL ORDER : 314 CONTRACT ID : RS-26168-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1151771 | |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 3.000 MOS | 1500.00000 4500.00| 1850.00000 5550.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 32500.00000 32500.00| 23242.73000 23242.73| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 133452.980 SYS | 0.54000 72064.61| 0.50000 66726.49| SURFACE MILLING, ASPHALT | | | 0004 401-05456 9174.890 TON | 44.00000 403695.16| 47.00000 431219.83| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0005 406-05520 44.430 TON | 156.00000 6931.08| 150.00000 6664.50| ASPHALT FOR TACK COAT | | | 0006 801-06207 7000.000 LFT | 0.78000 5460.00| 1.00000 7000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0007 801-06640 38.000 EACH| 65.00000 2470.00| 67.00000 2546.00| CONSTRUCTION SIGN, A | | | 0008 801-06775 LUMP| 18500.00000 18500.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | | 0009 808-01226 660.000 EACH| 6.00000 3960.00| 6.20000 4092.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0013 808-75297 962.000 LFT | 3.00000 2886.00| 3.10000 2982.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0014 808-75320 20.000 EACH| 45.00000 900.00| 46.60000 932.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0015 808-75325 10.000 EACH| 55.00000 550.00| 57.00000 570.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0016 808-75994 660.000 EACH| 5.75000 3795.00| 6.00000 3960.00| PRISMATIC REFLECTOR | | | 0017 808-75996 660.000 EACH| 5.50000 3630.00| 5.70000 3762.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-06701 18100.000 LFT | 0.01000 181.00| 0.01000 181.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0019 808-06703 30000.000 LFT | 0.28000 8400.00| 0.29000 8700.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 314 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 854,645.87 ROUTE : 31 CALL ORDER : 314 CONTRACT ID : RS-26168-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1151771 | |E & B PAVING, INC. |CALUMET ASPHALT PAVING CO. I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 808-75245 24100.000 LFT | 0.28000 6748.00| 0.29000 6989.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0021 805-78470 31125.000 LFT | 0.26000 8092.50| 0.27000 8403.75| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78510 3112.500 LFT | 0.66000 2054.25| 0.68000 2116.50| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0023 805-78795 9960.000 LFT | 6.24000 62150.40| 5.95000 59262.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | SECTION TOTALS | $ 649,468.00| $ 654,900.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 649,468.00| $ 654,900.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 316 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,571.13 ROUTE : 135 CALL ORDER : 316 CONTRACT ID : RS-26169-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 457,723.84 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 497,562.30 108.7036% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 532,220.00 116.2753% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 534,924.65 116.8662% 5 35-1139301 E & B PAVING, INC. $ 600,129.49 131.1116% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1400.00000 8400.00| 1600.00000 9600.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 2200.00000 2200.00| 11845.00000 11845.00| 16739.98000 16739.98 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 85384.300 SYS | 0.67000 57207.48| 0.45000 38422.94| 0.40000 34153.72 SURFACE MILLING, ASPHALT | | | 0004 305-05204 300.000 TON | 90.00000 27000.00| 70.00000 21000.00| 90.00000 27000.00 HMA FOR PATCHING | | | 0006 406-05520 21.517 TON | 140.00000 3012.38| 170.00000 3657.89| 185.00000 3980.65 ASPHALT FOR TACK COAT | | | 0007 610-05527 442.745 TON | 57.10000 25280.74| 55.00000 24350.98| 70.00000 30992.15 HMA FOR APPROACHES | | | 0008 720-44000 22.000 EACH| 640.00000 14080.00| 300.00000 6600.00| 300.00000 6600.00 CASTING, ADJUST TO GRADE | | | 0009 801-06207 8658.000 LFT | 1.20000 10389.60| 0.45000 3896.10| 1.00000 8658.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 26.000 EACH| 85.00000 2210.00| 52.00000 1352.00| 84.00000 2184.00 CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 2550.00000 2550.00| 3442.22000 3442.22| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0012 805-78470 28750.000 LFT | 0.11000 3162.50| 0.15000 4312.50| 0.33000 9487.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0013 805-78510 2875.000 LFT | 1.60000 4600.00| 0.60000 1725.00| 0.68000 1955.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0014 805-78795 9200.000 LFT | 6.65000 61180.00| 5.75000 52900.00| 6.50000 59800.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 316 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,571.13 ROUTE : 135 CALL ORDER : 316 CONTRACT ID : RS-26169-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-1917625 |(3) 35-0918397 |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-01226 542.000 EACH| 6.40000 3468.80| 7.50000 4065.00| 6.30000 3414.60 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0020 808-75297 588.000 LFT | 3.20000 1881.60| 3.00000 1764.00| 3.10000 1822.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 76.000 EACH| 48.05000 3651.80| 55.00000 4180.00| 47.00000 3572.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 52.000 EACH| 62.50000 3250.00| 70.00000 3640.00| 62.00000 3224.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0023 808-75994 542.000 EACH| 6.15000 3333.30| 3.50000 1897.00| 6.00000 3252.00 PRISMATIC REFLECTOR | | | 0024 808-75996 542.000 EACH| 5.49000 2975.58| 3.50000 1897.00| 4.00000 2168.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 401-05456 6601.502 TON | 31.65000 208937.54| 43.40000 286505.19| 42.00000 277263.08 QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0026 808-06701 5806.000 LFT | 0.23000 1335.38| 0.27000 1567.62| 0.23000 1335.38 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0027 808-75240 4017.000 LFT | 0.23000 923.91| 0.27000 1084.59| 0.23000 923.91 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0028 808-06703 23824.000 LFT | 0.23000 5479.52| 0.27000 6432.48| 0.23000 5479.52 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0029 808-75245 5277.000 LFT | 0.23000 1213.71| 0.27000 1424.79| 0.23000 1213.71 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 457,723.84| $ 497,562.30| $ 532,220.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 457,723.84| $ 497,562.30| $ 532,220.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 316 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,571.13 ROUTE : 135 CALL ORDER : 316 CONTRACT ID : RS-26169-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1600.00000 9600.00| 2150.00000 12900.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 26000.00000 26000.00| 30000.00000 30000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 85384.300 SYS | 0.44000 37569.09| 0.80000 68307.44| SURFACE MILLING, ASPHALT | | | 0004 305-05204 300.000 TON | 60.45000 18135.00| 100.00000 30000.00| HMA FOR PATCHING | | | 0006 406-05520 21.517 TON | 180.00000 3873.06| 156.00000 3356.65| ASPHALT FOR TACK COAT | | | 0007 610-05527 442.745 TON | 59.39000 26294.63| 80.00000 35419.60| HMA FOR APPROACHES | | | 0008 720-44000 22.000 EACH| 274.59000 6040.98| 575.00000 12650.00| CASTING, ADJUST TO GRADE | | | 0009 801-06207 8658.000 LFT | 0.88000 7619.04| 0.78000 6753.24| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0010 801-06640 26.000 EACH| 41.36000 1075.36| 42.00000 1092.00| CONSTRUCTION SIGN, A | | | 0011 801-06775 LUMP| 10900.00000 10900.00| 17000.00000 17000.00| MAINTAINING TRAFFIC | | | 0012 805-78470 28750.000 LFT | 0.31000 8912.50| 0.32000 9200.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0013 805-78510 2875.000 LFT | 0.64000 1840.00| 0.65000 1868.75| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0014 805-78795 9200.000 LFT | 5.63000 51796.00| 6.22000 57224.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0015 808-01226 542.000 EACH| 7.88000 4270.96| 6.00000 3252.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0020 808-75297 588.000 LFT | 2.71000 1593.48| 2.75000 1617.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0021 808-75320 76.000 EACH| 40.38000 3068.88| 41.00000 3116.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75325 52.000 EACH| 52.20000 2714.40| 53.00000 2756.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 316 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 575,571.13 ROUTE : 135 CALL ORDER : 316 CONTRACT ID : RS-26169-A COUNTIES : JOHNSON LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1139301 | |CALUMET ASPHALT PAVING CO. I|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 808-75994 542.000 EACH| 3.94000 2135.48| 5.75000 3116.50| PRISMATIC REFLECTOR | | | 0024 808-75996 542.000 EACH| 4.46000 2417.32| 5.75000 3116.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 401-05456 6601.502 TON | 45.27000 298850.00| 43.50000 287165.34| QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | VOLUMETRIC | | | 0026 808-06701 5806.000 LFT | 0.27000 1567.62| 0.27000 1567.62| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0027 808-75240 4017.000 LFT | 0.27000 1084.59| 0.27000 1084.59| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0028 808-06703 23824.000 LFT | 0.26000 6194.24| 0.26000 6194.24| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0029 808-75245 5277.000 LFT | 0.26000 1372.02| 0.26000 1372.02| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | SECTION TOTALS | $ 534,924.65| $ 600,129.49| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 534,924.65| $ 600,129.49| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 322 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,520,103.46 ROUTE : 50 CALL ORDER : 322 CONTRACT ID : RS-26240-A COUNTIES : RIPLEY LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 60 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,648,393.80 100.0000% 2 31-0515195 VALLEY ASPHALT CORPORATION $ 1,998,585.93 121.2444% ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 | |O'MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 6.000 MOS | 1500.00000 9000.00| 1000.00000 6000.00| FIELD OFFICE, A | | | 0002 110-01001 LUMP| 5000.00000 5000.00| 50000.00000 50000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 149028.000 SYS | 0.15000 22354.20| 0.41000 61101.48| SURFACE MILLING, ASPHALT | | | 0004 303-52308 3641.000 TON | 12.50000 45512.50| 12.71000 46277.11| COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 200.000 TON | 100.00000 20000.00| 76.19000 15238.00| HMA FOR PATCHING | | | 0006 305-05731 20110.000 TON | 23.50000 472585.00| 28.19000 566900.90| WIDENING WITH QC/QA HMA | | | 0008 401-05456 12974.000 TON | 30.00000 389220.00| 32.12000 416724.88| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | --VOLUMETRIC | | | 0009 401-06264 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| PROFILOGRAPH, HMA | | | 0010 402-05495 300.000 TON | 40.00000 12000.00| 29.95000 8985.00| HMA WEDGE AND LEVEL | | | 0011 404-05514 400.000 SYS | 5.00000 2000.00| 4.00000 1600.00| SEAL COAT, 5 | | | 0012 406-05520 135.400 TON | 100.00000 13540.00| 300.00000 40620.00| ASPHALT FOR TACK COAT | | | 0013 610-05527 1227.000 TON | 50.00000 61350.00| 41.05000 50368.35| HMA FOR APPROACHES | | | 0014 720-44000 5.000 EACH| 400.00000 2000.00| 183.94000 919.70| CASTING, ADJUST TO GRADE | | | 0015 801-06203 21760.000 LFT | 0.10000 2176.00| 0.17000 3699.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 322 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,520,103.46 ROUTE : 50 CALL ORDER : 322 CONTRACT ID : RS-26240-A COUNTIES : RIPLEY LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 | |O'MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06207 21760.000 LFT | 0.10000 2176.00| 0.84000 18278.40| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0017 801-06640 42.000 EACH| 80.00000 3360.00| 128.70000 5405.40| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 15000.00000 15000.00| 66537.55000 66537.55| MAINTAINING TRAFFIC | | | 0020 808-01226 1130.000 EACH| 8.50000 9605.00| 25.00000 28250.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0021 808-06712 9822.000 LFT | 0.05000 491.10| 0.05000 491.10| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0022 808-06713 109760.000 LFT | 0.05000 5488.00| 0.05000 5488.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0023 808-06714 48820.000 LFT | 0.05000 2441.00| 0.05000 2441.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0024 808-75297 20.000 LFT | 15.00000 300.00| 10.00000 200.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0025 808-75994 1130.000 EACH| 3.00000 3390.00| 25.00000 28250.00| PRISMATIC REFLECTOR | | | 0026 808-75996 1130.000 EACH| 3.50000 3955.00| 3.64000 4113.20| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0027 401-05454 20758.000 TON | 25.00000 518950.00| 24.54000 509401.32| QC/QA HMA INTERMEDIATE 12.5 mm, | | | MAINLINE --VOLUMETRIC | | | 0028 805-07307 LUMP| 21500.00000 21500.00| 56295.34000 56295.34| WIM STATION, 2 LANE PIEZO | | | SECTION TOTALS | $ 1,648,393.80| $ 1,998,585.93| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,648,393.80| $ 1,998,585.93| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,520,000.00 ROUTE : SR 234 CALL ORDER : 330 CONTRACT ID : RS-26246-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,534,951.50 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,714,892.00 111.7228% 3 31-4351261 SHELLY & SANDS, INC. $ 1,869,486.82 121.7945% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 2600.00000 2600.00| 10000.00000 10000.00| 9500.00000 9500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2100.00000 12600.00| 2000.00000 12000.00| 1400.00000 8400.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 76000.00000 76000.00| 73317.70000 73317.70| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 177880.000 SYS | 0.60000 106728.00| 0.76000 135188.80| 1.03000 183216.40 SURFACE MILLING, ASPHALT | | | 0005 202-93135 LUMP| 3500.00000 3500.00| 6300.00000 6300.00| 6996.04000 6996.04 RAILROAD CROSSING, REMOVE | | | 0006 303-52308 395.000 TON | 37.00000 14615.00| 18.00000 7110.00| 24.60000 9717.00 COMPACTED AGGREGATE, O, 53 | | | 0007 305-05204 1265.000 TON | 65.00000 82225.00| 65.00000 82225.00| 52.41000 66298.65 HMA FOR PATCHING | | | 0008 401-05455 23830.000 TON | 25.00000 595750.00| 29.00000 691070.00| 32.50000 774475.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05456 14050.000 TON | 33.00000 463650.00| 34.00000 477700.00| 40.50000 569025.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-06264 LUMP| 2700.00000 2700.00| 4750.00000 4750.00| 5000.00000 5000.00 PROFILOGRAPH, HMA | | | 0011 402-05495 100.000 TON | 55.00000 5500.00| 36.00000 3600.00| 35.00000 3500.00 HMA WEDGE AND LEVEL | | | 0012 405-05517 2.000 TON | 250.00000 500.00| 500.00000 1000.00| 190.63000 381.26 ASPHALT FOR PRIME COAT | | | 0013 406-05520 115.000 TON | 180.00000 20700.00| 175.00000 20125.00| 190.62000 21921.30 ASPHALT FOR TACK COAT | | | 0014 610-05527 1760.000 TON | 55.00000 96800.00| 64.00000 112640.00| 75.00000 132000.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,520,000.00 ROUTE : SR 234 CALL ORDER : 330 CONTRACT ID : RS-26246-A COUNTIES : HANCOCK LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 31-4351261 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 720-44000 11.000 EACH| 350.00000 3850.00| 350.00000 3850.00| 267.13000 2938.43 CASTING, ADJUST TO GRADE , MONUMENT | | | 0016 801-06203 5460.000 LFT | 0.05000 273.00| 0.40000 2184.00| 0.05000 273.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0017 801-06207 5460.000 LFT | 1.15000 6279.00| 1.20000 6552.00| 0.85000 4641.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0018 801-06640 42.000 EACH| 45.00000 1890.00| 67.00000 2814.00| 48.08000 2019.36 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 35000.00000 35000.00| 60000.00000 60000.00| 50255.52000 50255.52 MAINTAINING TRAFFIC | | | 0020 808-06712 12350.000 LFT | 0.08000 988.00| 0.05000 617.50| 0.09000 1111.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0021 808-06713 500.000 LFT | 0.08000 40.00| 0.05000 25.00| 0.08000 40.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0022 808-06714 32050.000 LFT | 0.08000 2564.00| 0.05000 1602.50| 0.08000 2564.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0023 808-75297 42.000 LFT | 4.75000 199.50| 5.25000 220.50| 5.08000 213.36 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | SECTION TOTALS | $ 1,534,951.50| $ 1,714,892.00| $ 1,869,486.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,534,951.50| $ 1,714,892.00| $ 1,869,486.82 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 340 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,172,500.00 ROUTE : SR 75 CALL ORDER : 340 CONTRACT ID : RS-26330-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/02 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. $ 947,528.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 974,500.90 102.8466% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,009,783.80 106.5703% 4 35-2126716 WABASH VALLEY ASPHALT CO. LLC. $ 1,026,491.88 108.3336% 5 35-1139301 E & B PAVING, INC. $ 1,034,729.38 109.2030% ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5100.00000 5100.00| 5000.00000 5000.00| 4700.00000 4700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1800.00000 10800.00| 1300.00000 7800.00| 2100.00000 12600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 46500.00000 46500.00| 5000.00000 5000.00| 47000.00000 47000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 15.000 EACH| 250.00000 3750.00| 160.00000 2400.00| 300.00000 4500.00 HEADWALL, REMOVE | | | 0005 202-60820 65600.000 SYS | 0.65000 42640.00| 1.00000 65600.00| 0.85000 55760.00 SURFACE MILLING, ASPHALT | | | 0006 211-02060 30.000 CYS | 20.00000 600.00| 38.00000 1140.00| 14.75000 442.50 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 5192.000 TON | 10.00000 51920.00| 11.20000 58150.40| 19.50000 101244.00 COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 100.000 TON | 60.00000 6000.00| 125.00000 12500.00| 120.00000 12000.00 HMA FOR PATCHING | | | 0009 305-05206 2576.000 TON | 46.00000 118496.00| 45.45000 117079.20| 34.00000 87584.00 WIDENING WITH HMA | | | 0010 401-05455 9020.000 TON | 32.00000 288640.00| 32.30000 291346.00| 29.00000 261580.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 6765.000 TON | 33.00000 223245.00| 36.80000 248952.00| 34.00000 230010.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-06264 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 1100.00000 1100.00 PROFILOGRAPH, HMA | | | 0013 402-05495 100.000 TON | 45.00000 4500.00| 45.20000 4520.00| 33.00000 3300.00 HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 340 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,172,500.00 ROUTE : SR 75 CALL ORDER : 340 CONTRACT ID : RS-26330-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 405-05517 22.000 TON | 310.00000 6820.00| 145.00000 3190.00| 250.00000 5500.00 ASPHALT FOR PRIME COAT | | | 0015 406-05520 46.000 TON | 170.00000 7820.00| 135.00000 6210.00| 175.00000 8050.00 ASPHALT FOR TACK COAT | | | 0016 608-04395 10.000 TON | 100.00000 1000.00| 38.00000 380.00| 125.00000 1250.00 AGGREGATE FOR SHOULDER DRAINS | | | 0017 610-05527 1720.000 TON | 35.00000 60200.00| 55.25000 95030.00| 50.00000 86000.00 HMA FOR APPROACHES | | | 0018 615-06505 4.000 EACH| 1150.00000 4600.00| 720.00000 2880.00| 425.00000 1700.00 MONUMENT, B | | | 0019 715-02839 66.000 LFT | 78.00000 5148.00| 64.00000 4224.00| 150.00000 9900.00 PIPE, POLYETHYLENE LINER, 24 IN. | | | 0020 715-03403 58.000 LFT | 64.00000 3712.00| 48.00000 2784.00| 95.00000 5510.00 PIPE, POLYETHYLENE LINER, 15 IN. | | | 0021 715-03404 152.000 LFT | 56.00000 8512.00| 50.00000 7600.00| 86.00000 13072.00 PIPE, POLYETHYLENE LINER, 18 IN. | | | 0022 715-03487 2.000 EACH| 970.00000 1940.00| 1600.00000 3200.00| 1600.00000 3200.00 SAFETY METAL END SECTION, 4:1, 30 IN. | | | 0023 715-05118 6.000 LFT | 90.00000 540.00| 85.50000 513.00| 26.00000 156.00 PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0024 715-05119 12.000 LFT | 91.00000 1092.00| 101.50000 1218.00| 32.00000 384.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0025 715-05121 9.000 LFT | 93.00000 837.00| 85.50000 769.50| 37.00000 333.00 PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0026 715-05125 6.000 LFT | 112.00000 672.00| 215.00000 1290.00| 105.00000 630.00 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0027 715-46000 2.000 EACH| 290.00000 580.00| 225.00000 450.00| 240.00000 480.00 PIPE END SECTION, 12 IN. | | | 0028 715-46005 4.000 EACH| 300.00000 1200.00| 215.00000 860.00| 310.00000 1240.00 PIPE END SECTION, 15 IN. | | | 0029 715-46010 3.000 EACH| 320.00000 960.00| 265.00000 795.00| 340.00000 1020.00 PIPE END SECTION, 18 IN. | | | 0030 801-06203 4940.000 LFT | 0.50000 2470.00| 0.61000 3013.40| 0.22000 1086.80 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 2470.000 LFT | 0.60000 1482.00| 1.12000 2766.40| 0.85000 2099.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 29.000 EACH| 50.00000 1450.00| 45.50000 1319.50| 46.00000 1334.00 CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 22500.00000 22500.00| 1325.00000 1325.00| 36000.00000 36000.00 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 340 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,172,500.00 ROUTE : SR 75 CALL ORDER : 340 CONTRACT ID : RS-26330-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06712 4600.000 LFT | 0.10000 460.00| 0.09000 414.00| 0.09000 414.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0035 808-06713 49400.000 LFT | 0.10000 4940.00| 0.08000 3952.00| 0.08000 3952.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 18900.000 LFT | 0.10000 1890.00| 0.08000 1512.00| 0.08000 1512.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0037 808-75996 785.000 EACH| 3.20000 2512.00| 5.50000 4317.50| 4.00000 3140.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 947,528.00| $ 974,500.90| $ 1,009,783.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 947,528.00| $ 974,500.90| $ 1,009,783.80 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 340 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,172,500.00 ROUTE : SR 75 CALL ORDER : 340 CONTRACT ID : RS-26330-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2126716 |(5) 35-1139301 | |WABASH VALLEY ASPHALT CO. LL|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4935.00000 4935.00| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1260.00000 7560.00| 2400.00000 14400.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 50000.00000 50000.00| 51700.00000 51700.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 15.000 EACH| 333.07000 4996.05| 292.00000 4380.00| HEADWALL, REMOVE | | | 0005 202-60820 65600.000 SYS | 0.87000 57072.00| 0.75000 49200.00| SURFACE MILLING, ASPHALT | | | 0006 211-02060 30.000 CYS | 107.51000 3225.30| 14.50000 435.00| B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 5192.000 TON | 11.90000 61784.80| 12.00000 62304.00| COMPACTED AGGREGATE, O, 53 | | | 0008 305-05204 100.000 TON | 142.92000 14292.00| 150.00000 15000.00| HMA FOR PATCHING | | | 0009 305-05206 2576.000 TON | 49.56000 127666.56| 36.00000 92736.00| WIDENING WITH HMA | | | 0010 401-05455 9020.000 TON | 28.08000 253281.60| 30.00000 270600.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 6765.000 TON | 28.37000 191923.05| 35.00000 236775.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 401-06264 LUMP| 2059.51000 2059.51| 3600.00000 3600.00| PROFILOGRAPH, HMA | | | 0013 402-05495 100.000 TON | 19.15000 1915.00| 50.00000 5000.00| HMA WEDGE AND LEVEL | | | 0014 405-05517 22.000 TON | 420.54000 9251.88| 325.00000 7150.00| ASPHALT FOR PRIME COAT | | | 0015 406-05520 46.000 TON | 224.03000 10305.38| 180.00000 8280.00| ASPHALT FOR TACK COAT | | | 0016 608-04395 10.000 TON | 179.61000 1796.10| 300.00000 3000.00| AGGREGATE FOR SHOULDER DRAINS | | | 0017 610-05527 1720.000 TON | 91.62000 157586.40| 70.00000 120400.00| HMA FOR APPROACHES | | | 0018 615-06505 4.000 EACH| 708.75000 2835.00| 675.00000 2700.00| MONUMENT, B | | | 0019 715-02839 66.000 LFT | 63.00000 4158.00| 149.75000 9883.50| PIPE, POLYETHYLENE LINER, 24 IN. | | | 0020 715-03403 58.000 LFT | 47.25000 2740.50| 92.55000 5367.90| PIPE, POLYETHYLENE LINER, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 340 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,172,500.00 ROUTE : SR 75 CALL ORDER : 340 CONTRACT ID : RS-26330-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 05/21/02 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2126716 |(5) 35-1139301 | |WABASH VALLEY ASPHALT CO. LL|E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 715-03404 152.000 LFT | 49.35000 7501.20| 84.64000 12865.28| PIPE, POLYETHYLENE LINER, 18 IN. | | | 0022 715-03487 2.000 EACH| 1679.81000 3359.62| 1600.00000 3200.00| SAFETY METAL END SECTION, 4:1, 30 IN. | | | 0023 715-05118 6.000 LFT | 86.12000 516.72| 25.00000 150.00| PIPE, TYPE 1, CIRCULAR, 12 IN. | | | 0024 715-05119 12.000 LFT | 99.69000 1196.28| 31.00000 372.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0025 715-05121 9.000 LFT | 95.92000 863.28| 36.00000 324.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0026 715-05125 6.000 LFT | 160.24000 961.44| 100.00000 600.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0027 715-46000 2.000 EACH| 267.55000 535.10| 230.00000 460.00| PIPE END SECTION, 12 IN. | | | 0028 715-46005 4.000 EACH| 282.55000 1130.20| 300.00000 1200.00| PIPE END SECTION, 15 IN. | | | 0029 715-46010 3.000 EACH| 365.07000 1095.21| 330.00000 990.00| PIPE END SECTION, 18 IN. | | | 0030 801-06203 4940.000 LFT | 0.41000 2025.40| 0.08000 395.20| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0031 801-06207 2470.000 LFT | 1.78000 4396.60| 1.40000 3458.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0032 801-06640 29.000 EACH| 45.15000 1309.35| 43.00000 1247.00| CONSTRUCTION SIGN, A | | | 0033 801-06775 LUMP| 22100.40000 22100.40| 31750.00000 31750.00| MAINTAINING TRAFFIC | | | 0034 808-06712 4600.000 LFT | 0.09000 414.00| 0.08000 368.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0035 808-06713 49400.000 LFT | 0.07000 3458.00| 0.08000 3952.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0036 808-06714 18900.000 LFT | 0.07000 1323.00| 0.08000 1512.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0037 808-75996 785.000 EACH| 6.27000 4921.95| 5.70000 4474.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,026,491.88| $ 1,034,729.38| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,026,491.88| $ 1,034,729.38| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,694.69 ROUTE : 67 CALL ORDER : 350 CONTRACT ID : RS-26332-A COUNTIES : MORGAN OWEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. $ 830,263.13 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 918,317.26 110.6055% 3 35-1418333 ROGERS GROUP, INC. $ 964,628.85 116.1835% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1418333 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-07038 5.000 MOS | 1350.00000 6750.00| 2100.00000 10500.00| 1280.00000 6400.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 4000.00000 4000.00| 22000.00000 22000.00| 16350.00000 16350.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 258773.000 SYS | 0.66000 170790.18| 0.22000 56930.06| 0.35000 90570.55 SURFACE MILLING, ASPHALT | | | 0004 303-52308 2817.000 TON | 16.25000 45776.25| 18.75000 52818.75| 17.10000 48170.70 COMPACTED AGGREGATE, O, 53 | | | 0005 305-05204 200.000 TON | 76.00000 15200.00| 85.00000 17000.00| 162.00000 32400.00 HMA FOR PATCHING | | | 0006 401-05456 14161.000 TON | 34.00000 481474.00| 44.25000 626624.25| 43.80000 620251.80 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 401-05464 324.000 TON | 35.00000 11340.00| 44.00000 14256.00| 66.15000 21432.60 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0008 401-06264 LUMP| 4500.00000 4500.00| 1100.00000 1100.00| 2895.00000 2895.00 PROFILOGRAPH, HMA | | | 0009 402-05495 500.000 TON | 38.77000 19385.00| 35.00000 17500.00| 48.25000 24125.00 HMA WEDGE AND LEVEL | | | 0010 406-05520 134.000 TON | 135.00000 18090.00| 150.00000 20100.00| 196.25000 26297.50 ASPHALT FOR TACK COAT | | | 0011 801-06207 24500.000 LFT | 0.61000 14945.00| 0.80000 19600.00| 0.52000 12740.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0012 801-06640 55.000 EACH| 70.00000 3850.00| 65.00000 3575.00| 68.00000 3740.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 3000.00000 3000.00| 23350.00000 23350.00| 28370.00000 28370.00 MAINTAINING TRAFFIC | | | 0014 808-01226 1385.000 EACH| 8.00000 11080.00| 6.25000 8656.25| 7.90000 10941.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 350 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,139,694.69 ROUTE : 67 CALL ORDER : 350 CONTRACT ID : RS-26332-A COUNTIES : MORGAN OWEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1418333 |SHELLY & SANDS, INC. |RIETH RILEY CONSTRUCTION |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-06712 20300.000 LFT | 0.05000 1015.00| 0.05000 1015.00| 0.05000 1015.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0016 808-06713 168420.000 LFT | 0.05000 8421.00| 0.05000 8421.00| 0.05000 8421.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0017 808-06714 34269.000 LFT | 0.05000 1713.45| 0.05000 1713.45| 0.05000 1713.45 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0018 808-75994 1385.000 EACH| 3.20000 4432.00| 5.50000 7617.50| 3.10000 4293.50 PRISMATIC REFLECTOR | | | 0019 808-75996 1385.000 EACH| 3.25000 4501.25| 4.00000 5540.00| 3.25000 4501.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 830,263.13| $ 918,317.26| $ 964,628.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 830,263.13| $ 918,317.26| $ 964,628.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,927.00 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-26334-A COUNTIES : HAMILTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 40 WORK DAYS 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. $ 1,044,981.63 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 1,047,933.12 100.2824% 3 35-1139301 E & B PAVING, INC. $ 1,077,419.03 103.1041% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,147,535.07 109.8138% 5 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 1,180,000.00 112.9206% ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5731.00000 5731.00| 6000.00000 6000.00| 2600.00000 2600.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2207.28000 13243.68| 1400.00000 8400.00| 2315.00000 13890.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 30000.00000 30000.00| 53800.00000 53800.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 110264.000 SYS | 0.73000 80492.72| 0.67000 73876.88| 0.50000 55132.00 SURFACE MILLING, ASPHALT | | | 0005 305-06082 1930.000 TON | 50.54000 97542.20| 40.00000 77200.00| 71.00000 137030.00 HMA PATCHING FOR ASPHALT PAVEMENT | | | 0006 401-05455 9787.000 TON | 29.66000 290282.42| 30.00000 293610.00| 27.50000 269142.50 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05456 7340.000 TON | 40.90000 300206.00| 38.00000 278920.00| 37.00000 271580.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 401-05463 1866.000 TON | 29.66000 55345.56| 37.80000 70534.80| 31.00000 57846.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0009 401-05464 1400.000 TON | 40.90000 57260.00| 44.50000 62300.00| 43.00000 60200.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0010 401-06264 LUMP| 4131.71000 4131.71| 5000.00000 5000.00| 3600.00000 3600.00 PROFILOGRAPH, HMA | | | 0011 405-05517 7.700 TON | 280.00000 2156.00| 254.14000 1956.88| 200.00000 1540.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 52.000 TON | 179.75000 9347.00| 190.61000 9911.72| 175.00000 9100.00 ASPHALT FOR TACK COAT | | | 0013 610-05527 1517.000 TON | 58.06000 88077.02| 68.43000 103808.31| 68.00000 103156.00 HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,927.00 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-26334-A COUNTIES : HAMILTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 615-06525 14.000 EACH| 239.22000 3349.08| 160.27000 2243.78| 250.00000 3500.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 720-44000 4.000 EACH| 266.08000 1064.32| 373.95000 1495.80| 350.00000 1400.00 CASTING, ADJUST TO GRADE , CURB INLET | | | 0016 720-44000 2.000 EACH| 265.81000 531.62| 427.38000 854.76| 350.00000 700.00 CASTING, ADJUST TO GRADE , MANHOLE | | | 0017 801-06207 2905.000 LFT | 0.91000 2643.55| 0.85000 2469.25| 1.20000 3486.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. , YELLOW | | | 0018 801-06207 126.000 LFT | 0.81000 102.06| 0.85000 107.10| 1.20000 151.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. WHITE | | | 0019 801-06640 37.000 EACH| 43.76000 1619.12| 44.87000 1660.19| 42.00000 1554.00 CONSTRUCTION SIGN, A | | | 0020 801-06710 100.000 DAY | 22.92000 2292.00| 14.96000 1496.00| 13.00000 1300.00 FLASHING ARROW SIGN | | | 0021 801-06775 LUMP| 15000.00000 15000.00| 10050.56000 10050.56| 22500.00000 22500.00 MAINTAINING TRAFFIC | | | 0022 808-06711 334.000 LFT | 0.08000 26.72| 0.09000 30.06| 0.08000 26.72 LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0023 808-06712 5100.000 LFT | 0.08000 408.00| 0.09000 459.00| 0.08000 408.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0024 808-06713 2910.000 LFT | 0.07000 203.70| 0.07000 203.70| 0.07000 203.70 LINE, PAINT, SOLID, WHITE, 4 IN. , FOR | | | TURN LANES | | | 0025 808-06714 31263.000 LFT | 0.07000 2188.41| 0.07000 2188.41| 0.07000 2188.41 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75078 165.000 LFT | 0.31000 51.15| 0.32000 52.80| 0.30000 49.50 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0027 808-75297 12.000 LFT | 3.65000 43.80| 3.74000 44.88| 3.50000 42.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75320 2.000 EACH| 43.77000 87.54| 44.88000 89.76| 42.00000 84.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0029 808-75325 2.000 EACH| 54.19000 108.38| 55.56000 111.12| 52.00000 104.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0030 808-75996 17.000 EACH| 27.80000 472.60| 109.32000 1858.44| 10.00000 170.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,927.00 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-26334-A COUNTIES : HAMILTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 31-4351261 |(3) 35-1139301 |MILESTONE CONTRACTORS, L.P. |SHELLY & SANDS, INC. |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 808-75998 17.000 EACH| 57.31000 974.27| 58.76000 998.92| 55.00000 935.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | AMBER | | | SECTION TOTALS | $ 1,044,981.63| $ 1,047,933.12| $ 1,077,419.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,044,981.63| $ 1,047,933.12| $ 1,077,419.03 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 360 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,927.00 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-26334-A COUNTIES : HAMILTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1151771 | |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 5500.00000 5500.00| 5693.61000 5693.61| CONSTRUCTION ENGINEERING | | | 0002 105-07039 6.000 MOS | 2000.00000 12000.00| 1825.00000 10950.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 57000.00000 57000.00| 54329.02000 54329.02| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 110264.000 SYS | 0.71000 78287.44| 0.60000 66158.40| SURFACE MILLING, ASPHALT | | | 0005 305-06082 1930.000 TON | 69.00000 133170.00| 64.00000 123520.00| HMA PATCHING FOR ASPHALT PAVEMENT | | | 0006 401-05455 9787.000 TON | 35.00000 342545.00| 32.60000 319056.20| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0007 401-05456 7340.000 TON | 38.00000 278920.00| 43.45000 318923.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 401-05463 1866.000 TON | 35.00000 65310.00| 33.05000 61671.30| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0009 401-05464 1400.000 TON | 38.00000 53200.00| 43.60000 61040.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0010 401-06264 LUMP| 4500.00000 4500.00| 3420.00000 3420.00| PROFILOGRAPH, HMA | | | 0011 405-05517 7.700 TON | 400.00000 3080.00| 200.00000 1540.00| ASPHALT FOR PRIME COAT | | | 0012 406-05520 52.000 TON | 170.00000 8840.00| 150.00000 7800.00| ASPHALT FOR TACK COAT | | | 0013 610-05527 1517.000 TON | 40.00000 60680.00| 58.15000 88213.55| HMA FOR APPROACHES | | | 0014 615-06525 14.000 EACH| 220.00000 3080.00| 250.00000 3500.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0015 720-44000 4.000 EACH| 400.00000 1600.00| 415.00000 1660.00| CASTING, ADJUST TO GRADE , CURB INLET | | | 0016 720-44000 2.000 EACH| 400.00000 800.00| 265.00000 530.00| CASTING, ADJUST TO GRADE , MANHOLE | | | 0017 801-06207 2905.000 LFT | 1.30000 3776.50| 2.00000 5810.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. , YELLOW | | | 0018 801-06207 126.000 LFT | 1.30000 163.80| 2.20000 277.20| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. WHITE | | | 0019 801-06640 37.000 EACH| 42.00000 1554.00| 43.50000 1609.50| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 360 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,324,927.00 ROUTE : 32 CALL ORDER : 360 CONTRACT ID : RS-26334-A COUNTIES : HAMILTON LETTING DATE : 05/21/02 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1151771 | |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO. I| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 801-06710 100.000 DAY | 13.00000 1300.00| 13.00000 1300.00| FLASHING ARROW SIGN | | | 0021 801-06775 LUMP| 28000.00000 28000.00| 38500.00000 38500.00| MAINTAINING TRAFFIC | | | 0022 808-06711 334.000 LFT | 0.08000 26.72| 0.08000 26.72| LINE, PAINT, BROKEN, WHITE, 4 IN. | | | 0023 808-06712 5100.000 LFT | 0.08000 408.00| 0.08000 408.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0024 808-06713 2910.000 LFT | 0.07000 203.70| 0.07000 203.70| LINE, PAINT, SOLID, WHITE, 4 IN. , FOR | | | TURN LANES | | | 0025 808-06714 31263.000 LFT | 0.07000 2188.41| 0.07000 2188.41| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0026 808-75078 165.000 LFT | 0.30000 49.50| 0.31000 51.15| TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0027 808-75297 12.000 LFT | 3.50000 42.00| 3.62000 43.44| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0028 808-75320 2.000 EACH| 42.00000 84.00| 43.50000 87.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0029 808-75325 2.000 EACH| 52.00000 104.00| 53.85000 107.70| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0030 808-75996 17.000 EACH| 11.00000 187.00| 24.35000 413.95| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0031 808-75998 17.000 EACH| 55.00000 935.00| 56.95000 968.15| SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | AMBER | | | SECTION TOTALS | $ 1,147,535.07| $ 1,180,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,147,535.07| $ 1,180,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 370 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,395,998.98 ROUTE : SR 1 CALL ORDER : 370 CONTRACT ID : RS-26356-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/06/02 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 $ 921,399.20 100.0000% 2 35-1139301 E & B PAVING, INC. $ 971,797.20 105.4697% ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 4465.00000 4465.00| 6000.00000 6000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 4.000 MOS | 1380.00000 5520.00| 1700.00000 6800.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 46050.00000 46050.00| 48500.00000 48500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 297.000 LFT | 5.00000 1485.00| 5.00000 1485.00| GUARDRAIL, REMOVE | | | 0005 202-60820 188500.000 SYS | 0.46000 86710.00| 0.49000 92365.00| SURFACE MILLING, ASPHALT | | | 0006 202-93741 25.000 EACH| 200.00000 5000.00| 200.00000 5000.00| GUARD RAIL END TREATMENT, REMOVE | | | 0007 203-90014 26.000 STA | 500.00000 13000.00| 1290.00000 33540.00| LINEAR GRADING | | | 0008 213-52830 19.000 CYS | 160.00000 3040.00| 160.00000 3040.00| FLOWABLE MORTAR | | | 0009 303-04095 9000.000 TON | 5.00000 45000.00| 3.00000 27000.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0010 305-05204 100.000 TON | 80.10000 8010.00| 90.00000 9000.00| HMA FOR PATCHING | | | 0011 305-60400 20.000 TON | 5.00000 100.00| 23.00000 460.00| COMPACTED AGGREGATE FOR PATCHING | | | 0012 401-05456 14900.000 TON | 27.07000 403343.00| 30.00000 447000.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 406-05520 65.000 TON | 160.00000 10400.00| 50.00000 3250.00| ASPHALT FOR TACK COAT | | | 0014 601-01846 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 370 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,395,998.98 ROUTE : SR 1 CALL ORDER : 370 CONTRACT ID : RS-26356-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-05999 1.000 EACH| 40.00000 40.00| 40.00000 40.00| CURVED TERMINAL END | | | 0016 601-94689 26.000 EACH| 1900.00000 49400.00| 1900.00000 49400.00| GUARDRAIL END TREATMENT, OS | | | 0017 601-97774 1.000 EACH| 700.00000 700.00| 700.00000 700.00| GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0018 601-99105 264.000 LFT | 12.00000 3168.00| 12.00000 3168.00| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0019 610-05527 1700.000 TON | 46.90000 79730.00| 50.00000 85000.00| HMA FOR APPROACHES | | | 0020 615-06520 1.000 EACH| 267.00000 267.00| 250.00000 250.00| MONUMENT, RE-ESTABLISH | | | 0021 621-06559 100.000 SYS | 7.48000 748.00| 7.48000 748.00| MULCHED SEEDING, R | | | 0022 715-91218 46.000 LFT | 117.00000 5382.00| 117.00000 5382.00| PIPE, POLYETHYLENE LINER, 20 IN. | | | 0023 720-44000 5.000 EACH| 377.80000 1889.00| 350.00000 1750.00| CASTING, ADJUST TO GRADE | | | 0024 801-06203 5150.000 LFT | 0.12000 618.00| 0.40000 2060.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0025 801-06207 5150.000 LFT | 0.78000 4017.00| 0.70000 3605.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0026 801-06640 42.000 EACH| 75.00000 3150.00| 75.00000 3150.00| CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 84890.00000 84890.00| 74550.00000 74550.00| MAINTAINING TRAFFIC | | | 0028 802-04893 1.000 EACH| 64.00000 64.00| 64.00000 64.00| REFERENCE POST | | | 0029 802-76065 66.000 LFT | 14.00000 924.00| 14.00000 924.00| SIGN POST, B HIGH POST INSTALLATION | | | 0030 808-05929 100.000 LFT | 1.50000 150.00| 2.85000 285.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 8 IN. | | | 0031 808-06713 103500.000 LFT | 0.06000 6210.00| 0.06000 6210.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0032 808-75240 7400.000 LFT | 0.26000 1924.00| 0.26000 1924.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0033 808-75245 60000.000 LFT | 0.26000 15600.00| 0.26000 15600.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/29/02 PAGE : 370 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,395,998.98 ROUTE : SR 1 CALL ORDER : 370 CONTRACT ID : RS-26356-A COUNTIES : ALLEN LETTING DATE : 05/21/02 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 35-1139301 | |BROOKS CONSTRUCTION |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-75297 56.000 LFT | 4.50000 252.00| 5.70000 319.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0035 808-75340 2.000 EACH| 450.00000 900.00| 350.00000 700.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0036 808-75996 1110.000 EACH| 2.32000 2575.20| 5.00000 5550.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0037 808-75998 1110.000 EACH| 19.80000 21978.00| 19.80000 21978.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0038 808-97323 300.000 LFT | 3.50000 1050.00| 4.50000 1350.00| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, 8 | | | IN. | | | 0039 621-01004 1.000 EACH| 450.00000 450.00| 450.00000 450.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 921,399.20| $ 971,797.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 921,399.20| $ 971,797.20| ====================================================================================================================================