INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 250 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,858,798.55 ROUTE : SR 135 CALL ORDER : 250 CONTRACT ID : RS-24823-A COUNTIES : BROWN LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 55 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. $ 1,405,000.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,475,985.00 105.0523% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 2,473,944.45 176.0814% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |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 105-06790 6.000 MOS | 1000.00000 6000.00| 1000.00000 6000.00| 2197.75000 13186.50 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 15000.00000 15000.00| 41215.41000 41215.41| 44000.00000 44000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 3541.000 m2 | 1.50000 5311.50| 2.10000 7436.10| 3.50000 12393.50 SURFACE MILLING, ASPHALT | | | 0004 303-52309 7256.000 Mg | 14.50000 105212.00| 14.25000 103398.00| 19.00000 137864.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 210.000 Mg | 75.00000 15750.00| 80.00000 16800.00| 130.00000 27300.00 HMA FOR PATCHING | | | 0006 401-05454 26471.000 Mg | 25.75000 681628.25| 27.00000 714717.00| 46.00000 1217666.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 12128.000 Mg | 30.75000 372936.00| 32.00000 388096.00| 50.50000 612464.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 140.000 Mg | 70.00000 9800.00| 60.00000 8400.00| 50.00000 7000.00 HMA WEDGE AND LEVEL | | | 0009 406-05520 142.000 Mg | 115.00000 16330.00| 185.00000 26270.00| 200.00000 28400.00 ASPHALT FOR TACK COAT | | | 0010 610-05527 2530.000 Mg | 50.00000 126500.00| 37.00000 93610.00| 90.00000 227700.00 HMA FOR APPROACHES | | | 0011 801-06207 7623.000 m | 2.50000 19057.50| 3.00000 22869.00| 3.50000 26680.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 38.000 EACH| 60.00000 2280.00| 60.00000 2280.00| 80.00000 3040.00 CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 15082.46000 15082.46| 30000.00000 30000.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0014 808-01296 1.000 EACH| 310.00000 310.00| 175.00000 175.00| 180.00000 180.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (STOP AHEAD) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 250 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,858,798.55 ROUTE : SR 135 CALL ORDER : 250 CONTRACT ID : RS-24823-A COUNTIES : BROWN LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-0918397 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 808-05866 4.800 m2 | 17.00000 81.60| 27.00000 129.60| 31.00000 148.80 PAVEMENT MESSAGE MARKING, REMOVE | | | 0016 808-06368 6.000 m | 9.00000 54.00| 10.00000 60.00| 18.00000 108.00 TRANSVERSE MARKING, REMOVE | | | 0017 808-06712 5086.000 m | 0.13000 661.18| 0.13000 661.18| 0.15000 762.90 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0018 808-06713 50818.000 m | 0.13000 6606.34| 0.13000 6606.34| 0.15000 7622.70 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0019 808-06714 45149.000 m | 0.13000 5869.37| 0.13000 5869.37| 0.15000 6772.35 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0020 808-06716 36.000 m | 5.25000 189.00| 2.00000 72.00| 3.00000 108.00 LINE, REMOVE | | | 0021 808-75297 9.600 m | 10.00000 96.00| 25.00000 240.00| 12.00000 115.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0022 808-97323 36.000 m | 6.80000 244.80| 30.00000 1080.00| 12.00000 432.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | SECTION TOTALS | $ 1,405,000.00| $ 1,475,985.00| $ 2,473,944.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,405,000.00| $ 1,475,985.00| $ 2,473,944.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 260 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 971,227.91 ROUTE : 62 CALL ORDER : 260 CONTRACT ID : RS-24825-A COUNTIES : JEFFERSON LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 35 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 $ 727,777.80 100.0000% 2 61-0476452 HANSON AGGREGATES MIDWEST, INC. $ 747,421.54 102.6991% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 859,000.00 118.0305% 4 35-1917625 MILESTONE CONTRACTORS, L.P. $ 896,600.00 123.1969% 5 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 909,346.94 124.9484% ==================================================================================================================================== |(1) 35-1357381 |(2) 61-0476452 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |HANSON AGGREGATES MIDWEST, I|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1000.00000 4000.00| 975.00000 3900.00| 1250.00000 5000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 35000.00000 35000.00| 7650.00000 7650.00| 42500.00000 42500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 23505.000 m2 | 0.22000 5171.10| 0.05000 1175.25| 0.25000 5876.25 SURFACE MILLING, ASPHALT | | | 0004 303-52308 3289.000 Mg | 9.60000 31574.40| 10.80000 35521.20| 15.00000 49335.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 439.000 Mg | 14.00000 6146.00| 16.25000 7133.75| 14.30000 6277.70 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 100.000 Mg | 75.00000 7500.00| 71.50000 7150.00| 110.00000 11000.00 HMA FOR PATCHING | | | 0007 305-05731 9866.000 Mg | 29.00000 286114.00| 33.50000 330511.00| 31.00000 305846.00 WIDENING WITH QC/QA HMA | | | 0008 401-05454 5013.000 Mg | 27.75000 139110.75| 31.25000 156656.25| 38.00000 190494.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 3134.000 Mg | 36.50000 114391.00| 37.95000 118935.30| 48.00000 150432.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05495 100.000 Mg | 50.00000 5000.00| 50.95000 5095.00| 35.00000 3500.00 HMA WEDGE AND LEVEL | | | 0011 406-05520 32.000 Mg | 185.00000 5920.00| 205.50000 6576.00| 190.00000 6080.00 ASPHALT FOR TACK COAT | | | 0012 610-05527 449.000 Mg | 55.00000 24695.00| 50.90000 22854.10| 50.00000 22450.00 HMA FOR APPROACHES | | | 0013 611-06497 30.000 EACH| 118.00000 3540.00| 130.00000 3900.00| 150.00000 4500.00 MAILBOX ASSEMBLY, SINGLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 260 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 971,227.91 ROUTE : 62 CALL ORDER : 260 CONTRACT ID : RS-24825-A COUNTIES : JEFFERSON LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 61-0476452 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |HANSON AGGREGATES MIDWEST, I|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 611-06498 13.000 EACH| 143.00000 1859.00| 205.00000 2665.00| 160.00000 2080.00 MAILBOX ASSEMBLY, DOUBLE | | | 0015 611-95023 25.000 EACH| 125.00000 3125.00| 75.00000 1875.00| 140.00000 3500.00 MAILBOX ASSEMBLY, RESET | | | 0016 801-06207 915.000 m | 4.00000 3660.00| 2.95000 2699.25| 2.35000 2150.25 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0017 801-06640 36.000 EACH| 60.00000 2160.00| 60.20000 2167.20| 59.00000 2124.00 CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 34500.00000 34500.00| 17150.00000 17150.00| 32197.33000 32197.33 MAINTAINING TRAFFIC | | | 0019 805-01836 19.200 m | 4.20000 80.64| 5.95000 114.24| 5.80000 111.36 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0020 805-02503 192.000 m | 1.50000 288.00| 4.70000 902.40| 4.60000 883.20 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0021 805-78795 48.000 m | 48.50000 2328.00| 22.45000 1077.60| 22.00000 1056.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 805-92951 4.000 EACH| 192.00000 768.00| 165.75000 663.00| 162.50000 650.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0023 808-01226 204.000 EACH| 9.80000 1999.20| 10.00000 2040.00| 9.80000 1999.20 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0024 808-06368 85.000 m | 6.50000 552.50| 6.65000 565.25| 6.50000 552.50 TRANSVERSE MARKING, REMOVE | | | 0025 808-06701 87.000 m | 1.70000 147.90| 1.75000 152.25| 1.70000 147.90 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0026 808-06705 27.000 m | 2.10000 56.70| 2.15000 58.05| 2.10000 56.70 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0027 808-06712 1360.000 m | 0.21000 285.60| 0.22000 299.20| 0.21000 285.60 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0028 808-06713 6437.000 m | 0.21000 1351.77| 0.22000 1416.14| 0.21000 1351.77 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0029 808-06714 654.000 m | 0.21000 137.34| 0.22000 143.88| 0.21000 137.34 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0030 808-06716 1400.000 m | 0.95000 1330.00| 0.97000 1358.00| 0.95000 1330.00 LINE, REMOVE | | | 0031 808-75245 2000.000 m | 1.10000 2200.00| 1.12000 2240.00| 1.10000 2200.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 260 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 971,227.91 ROUTE : 62 CALL ORDER : 260 CONTRACT ID : RS-24825-A COUNTIES : JEFFERSON LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 61-0476452 |(3) 35-2040801 |O'MARA, DAVE CONTRACTOR |HANSON AGGREGATES MIDWEST, I|GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-75278 81.000 m | 5.80000 469.80| 5.90000 477.90| 5.80000 469.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0033 808-75297 41.400 m | 10.50000 434.70| 10.70000 442.98| 10.50000 434.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 808-75320 4.000 EACH| 49.00000 196.00| 50.00000 200.00| 49.00000 196.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 2.000 EACH| 69.00000 138.00| 70.40000 140.80| 69.00000 138.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-75994 204.000 EACH| 4.35000 887.40| 4.45000 907.80| 4.35000 887.40 PRISMATIC REFLECTOR | | | 0037 808-75996 55.000 EACH| 12.00000 660.00| 11.05000 607.75| 14.00000 770.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 727,777.80| $ 747,421.54| $ 859,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 727,777.80| $ 747,421.54| $ 859,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 260 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 971,227.91 ROUTE : 62 CALL ORDER : 260 CONTRACT ID : RS-24825-A COUNTIES : JEFFERSON LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1619477 | |MILESTONE CONTRACTORS, L.P. |BROWN, L.L. CONSTR. CO., INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1200.00000 4800.00| 1100.00000 4400.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 44000.00000 44000.00| 41842.00000 41842.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 23505.000 m2 | 0.30000 7051.50| 0.42000 9872.10| SURFACE MILLING, ASPHALT | | | 0004 303-52308 3289.000 Mg | 15.00000 49335.00| 17.49000 57524.61| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 439.000 Mg | 17.00000 7463.00| 18.10000 7945.90| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 100.000 Mg | 100.00000 10000.00| 54.00000 5400.00| HMA FOR PATCHING | | | 0007 305-05731 9866.000 Mg | 36.50000 360109.00| 39.91000 393752.06| WIDENING WITH QC/QA HMA | | | 0008 401-05454 5013.000 Mg | 32.75000 164175.75| 34.50000 172948.50| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 3134.000 Mg | 47.50000 148865.00| 42.29000 132536.86| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05495 100.000 Mg | 42.50000 4250.00| 54.00000 5400.00| HMA WEDGE AND LEVEL | | | 0011 406-05520 32.000 Mg | 120.00000 3840.00| 230.00000 7360.00| ASPHALT FOR TACK COAT | | | 0012 610-05527 449.000 Mg | 80.00000 35920.00| 55.33000 24843.17| HMA FOR APPROACHES | | | 0013 611-06497 30.000 EACH| 78.00000 2340.00| 85.00000 2550.00| MAILBOX ASSEMBLY, SINGLE | | | 0014 611-06498 13.000 EACH| 105.00000 1365.00| 125.00000 1625.00| MAILBOX ASSEMBLY, DOUBLE | | | 0015 611-95023 25.000 EACH| 150.00000 3750.00| 65.00000 1625.00| MAILBOX ASSEMBLY, RESET | | | 0016 801-06207 915.000 m | 4.50000 4117.50| 3.50000 3202.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0017 801-06640 36.000 EACH| 55.56000 2000.16| 65.00000 2340.00| CONSTRUCTION SIGN, A | | | 0018 801-06775 LUMP| 29036.17000 29036.17| 18690.00000 18690.00| MAINTAINING TRAFFIC | | | 0019 805-01836 19.200 m | 6.00000 115.20| 6.35000 121.92| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 260 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 971,227.91 ROUTE : 62 CALL ORDER : 260 CONTRACT ID : RS-24825-A COUNTIES : JEFFERSON LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1619477 | |MILESTONE CONTRACTORS, L.P. |BROWN, L.L. CONSTR. CO., INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 805-02503 192.000 m | 4.80000 921.60| 5.10000 979.20| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0021 805-78795 48.000 m | 23.00000 1104.00| 25.00000 1200.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 805-92951 4.000 EACH| 170.00000 680.00| 182.50000 730.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0023 808-01226 204.000 EACH| 10.00000 2040.00| 10.80000 2203.20| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0024 808-06368 85.000 m | 7.00000 595.00| 7.50000 637.50| TRANSVERSE MARKING, REMOVE | | | 0025 808-06701 87.000 m | 1.80000 156.60| 1.92000 167.04| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0026 808-06705 27.000 m | 2.20000 59.40| 2.41000 65.07| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0027 808-06712 1360.000 m | 0.22000 299.20| 0.24000 326.40| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0028 808-06713 6437.000 m | 0.22000 1416.14| 0.24000 1544.88| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0029 808-06714 654.000 m | 0.22000 143.88| 0.24000 156.96| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0030 808-06716 1400.000 m | 1.00000 1400.00| 1.10000 1540.00| LINE, REMOVE | | | 0031 808-75245 2000.000 m | 1.15000 2300.00| 1.29000 2580.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0032 808-75278 81.000 m | 6.10000 494.10| 5.97000 483.57| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0033 808-75297 41.400 m | 11.00000 455.40| 11.50000 476.10| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0034 808-75320 4.000 EACH| 55.00000 220.00| 64.50000 258.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0035 808-75325 2.000 EACH| 75.00000 150.00| 79.00000 158.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0036 808-75994 204.000 EACH| 4.60000 938.40| 5.35000 1091.40| PRISMATIC REFLECTOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 260 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 971,227.91 ROUTE : 62 CALL ORDER : 260 CONTRACT ID : RS-24825-A COUNTIES : JEFFERSON LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1917625 |(5) 35-1619477 | |MILESTONE CONTRACTORS, L.P. |BROWN, L.L. CONSTR. CO., INC| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 808-75996 55.000 EACH| 12.60000 693.00| 14.00000 770.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 896,600.00| $ 909,346.94| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 896,600.00| $ 909,346.94| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 264 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 231 CALL ORDER : 264 CONTRACT ID : RS-25053-B COUNTIES : MONTGOMERY LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,632,032.80 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,841,496.00 112.8344% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/06/01 PAGE : 270 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,650.68 ROUTE : SR 75 CALL ORDER : 270 CONTRACT ID : RS-25056-A COUNTIES : BOONE LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3306010 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 482,338.62 100.0000% 2 35-1151771 CALUMET ASPHALT PAVING CO $ 484,000.00 100.3444% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 520,336.10 107.8777% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1265.73000 7594.38| 2300.00000 13800.00| 1600.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3149.75000 3149.75| 8870.00000 8870.00| 8500.00000 8500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10636.80000 10636.80| 8708.00000 8708.00| 26000.00000 26000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 4188.000 m2 | 3.01000 12605.88| 2.21000 9255.48| 2.50000 10470.00 SURFACE MILLING, ASPHALT | | | 0005 202-94749 771.000 m | 2.94000 2266.74| 15.70000 12104.70| 0.10000 77.10 CURB, ASPHALT, REMOVE | | | 0006 303-52308 241.000 Mg | 9.68000 2332.88| 35.40000 8531.40| 40.00000 9640.00 COMPACTED AGGREGATE, O, 53 | | | 0007 303-52309 2125.000 Mg | 18.25000 38781.25| 21.00000 44625.00| 17.00000 36125.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 50.000 Mg | 174.78000 8739.00| 82.15000 4107.50| 170.00000 8500.00 HMA FOR PATCHING | | | 0009 305-98794 50.000 Mg | 10.03000 501.50| 59.10000 2955.00| 30.00000 1500.00 COMPACTED AGGREGATE FOR PATCHING, 0, 53 | | | 0010 401-05457 6651.000 Mg | 38.10000 253403.10| 39.75000 264377.25| 36.00000 239436.00 QC/QA HMA SURFACE 12.5 mm, MAINLINE | | | 0011 402-05495 216.000 Mg | 50.06000 10812.96| 39.75000 8586.00| 58.00000 12528.00 HMA WEDGE AND LEVEL | | | 0012 406-05520 21.000 Mg | 211.12000 4433.52| 339.00000 7119.00| 220.00000 4620.00 ASPHALT FOR TACK COAT | | | 0013 604-06069 56.000 m2 | 87.54000 4902.24| 70.50000 3948.00| 225.00000 12600.00 CURB RAMP, CONCRETE | | | 0014 605-06140 834.000 m | 68.71000 57304.14| 43.30000 36112.20| 80.00000 66720.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/06/01 PAGE : 270 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 500,650.68 ROUTE : SR 75 CALL ORDER : 270 CONTRACT ID : RS-25056-A COUNTIES : BOONE LETTING DATE : 01/17/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1151771 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |CALUMET ASPHALT PAVING CO |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 608-04396 2.000 EACH| 253.19000 506.38| 1208.00000 2416.00| 400.00000 800.00 SHOULDER DRAIN | | | 0016 610-05527 310.000 Mg | 107.46000 33312.60| 59.05000 18305.50| 79.00000 24490.00 HMA FOR APPROACHES | | | 0017 615-06527 6.000 EACH| 249.91000 1499.46| 503.00000 3018.00| 410.00000 2460.00 MONUMENT, SECTION CORNER | | | 0018 621-01004 1.000 EACH| 425.00000 425.00| 449.00000 449.00| 450.00000 450.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-06560 828.000 m2 | 1.20000 993.60| 1.30000 1076.40| 1.25000 1035.00 MULCHED SEEDING, U | | | 0020 801-06203 17.000 m | 2.05000 34.85| 12.70000 215.90| 13.00000 221.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0021 801-06207 858.000 m | 2.70000 2316.60| 0.70000 600.60| 5.00000 4290.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0022 801-06640 27.000 EACH| 75.00000 2025.00| 80.00000 2160.00| 68.00000 1836.00 CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 17405.24000 17405.24| 16192.57000 16192.57| 32250.00000 32250.00 MAINTAINING TRAFFIC | | | 0024 808-06712 1395.000 m | 0.15000 209.25| 0.15000 209.25| 0.14000 195.30 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0025 808-06713 17867.000 m | 0.15000 2680.05| 0.15000 2680.05| 0.14000 2501.38 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-06714 9188.000 m | 0.15000 1378.20| 0.15000 1378.20| 0.14000 1286.32 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0027 808-75297 10.000 m | 25.00000 250.00| 26.40000 264.00| 27.00000 270.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0028 808-75996 645.000 EACH| 2.85000 1838.25| 3.00000 1935.00| 3.00000 1935.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 482,338.62| $ 484,000.00| $ 520,336.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 482,338.62| $ 484,000.00| $ 520,336.10 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 278 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 169,182.21 ROUTE : 28 CALL ORDER : 278 CONTRACT ID : RS-25187-B COUNTIES : RANDOLPH LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 35 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1145884 L I C A CONSTRUCTION $ 158,719.10 100.0000% ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 3.000 MOS | 500.00000 1500.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 1500.00000 1500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 9000.00000 9000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 14944.000 m2 | 2.50000 37360.00| | SURFACE MILLING, ASPHALT 25MM | | | 0005 305-05204 103.000 Mg | 120.00000 12360.00| | HMA FOR PATCHING UNDISTRIBUTED | | | 0006 401-05456 986.100 Mg | 60.00000 59166.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 401-05464 46.300 Mg | 60.00000 2778.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0008 406-05520 3.800 Mg | 300.00000 1140.00| | ASPHALT FOR TACK COAT | | | 0009 610-05527 187.800 Mg | 100.00000 18780.00| | HMA FOR APPROACHES | | | 0010 720-44000 8.000 EACH| 400.00000 3200.00| | CASTING, ADJUST TO GRADE | | | 0011 801-06203 125.700 m | 3.50000 439.95| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0012 801-06207 125.700 m | 6.00000 754.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0013 801-06640 29.000 EACH| 60.00000 1740.00| | CONSTRUCTION SIGN, A | | | 0014 801-06775 LUMP| 8000.00000 8000.00| | MAINTAINING TRAFFIC | | | 0015 808-06712 131.000 m | 0.40000 52.40| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 278 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 169,182.21 ROUTE : 28 CALL ORDER : 278 CONTRACT ID : RS-25187-B COUNTIES : RANDOLPH LETTING DATE : 01/17/01 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1145884 | | |L I C A CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 808-06713 2231.000 m | 0.22000 490.82| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0017 808-06714 1692.000 m | 0.22000 372.24| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0018 808-06721 118.600 m | 0.22000 26.09| | TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 100 mm | | | 0019 808-06726 29.700 m | 2.00000 59.40| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 158,719.10| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 158,719.10| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 280 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,623,037.94 ROUTE : 35 CALL ORDER : 280 CONTRACT ID : RS-25200-A COUNTIES : LAPORTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1475000 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 1,345,812.05 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 1,463,403.50 108.7375% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1275.00000 7650.00| 1800.00000 10800.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 8000.00000 8000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28000.00000 28000.00| 70000.00000 70000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 298.000 m | 12.60000 3754.80| 12.00000 3576.00| GUARDRAIL, REMOVE | | | 0006 202-02676 1000.000 Mg | 2.35000 2350.00| 4.00000 4000.00| TRANSPORTATION OF SALVAGEABLE MILLED | | | MATERIAL | | | 0007 202-60820 193400.000 m2 | 0.47000 90898.00| 0.65000 125710.00| SURFACE MILLING, ASPHALT | | | 0008 202-74035 3.000 EACH| 130.00000 390.00| 100.00000 300.00| SIGN, REMOVE | | | 0009 203-02000 1500.000 m3 | 13.60000 20400.00| 11.00000 16500.00| EXCAVATION, COMMON | | | 0010 303-04095 1200.000 Mg | 16.40000 19680.00| 17.00000 20400.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0011 303-52308 1445.000 Mg | 11.00000 15895.00| 12.00000 17340.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 305-05204 200.000 Mg | 65.00000 13000.00| 55.00000 11000.00| HMA FOR PATCHING | | | 0013 305-05206 440.000 Mg | 60.00000 26400.00| 60.00000 26400.00| WIDENING WITH HMA | | | 0014 401-05437 2890.000 Mg | 27.20000 78608.00| 34.00000 98260.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0015 401-05455 490.000 Mg | 34.15000 16733.50| 36.00000 17640.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 280 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,623,037.94 ROUTE : 35 CALL ORDER : 280 CONTRACT ID : RS-25200-A COUNTIES : LAPORTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 401-05456 15275.000 Mg | 36.60000 559065.00| 39.00000 595725.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05490 1590.000 Mg | 32.10000 51039.00| 39.00000 62010.00| HMA SURFACE 9.5 mm, SHOULDER | | | 0018 406-05520 52.000 Mg | 300.00000 15600.00| 320.00000 16640.00| ASPHALT FOR TACK COAT | | | 0019 601-94689 11.000 EACH| 3465.00000 38115.00| 3300.00000 36300.00| GUARDRAIL END TREATMENT, OS | | | 0020 601-99105 411.000 m | 34.65000 14241.15| 33.00000 13563.00| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 601-99108 176.000 m | 46.20000 8131.20| 44.00000 7744.00| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0022 605-06120 150.000 m | 76.00000 11400.00| 62.00000 9300.00| CURB, CONCRETE | | | 0024 610-05527 1060.000 Mg | 60.50000 64130.00| 48.00000 50880.00| HMA FOR APPROACHES | | | 0025 612-04315 21.800 Mg | 510.00000 11118.00| 510.00000 11118.00| ASPHALT MATERIAL FOR UNDERSEAL | | | 0026 612-60410 400.000 EACH| 12.00000 4800.00| 12.00000 4800.00| DRILLED HOLE FOR UNDERSEAL | | | 0027 615-06490 1.000 EACH| 585.00000 585.00| 135.00000 135.00| RIGHT OF WAY MARKER | | | 0028 615-06527 1.000 EACH| 585.00000 585.00| 300.00000 300.00| MONUMENT, SECTION CORNER | | | 0029 715-05053 20.000 m | 90.00000 1800.00| 36.00000 720.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0030 715-05203 1015.000 m | 5.50000 5582.50| 9.80000 9947.00| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0031 715-96913 39.000 m | 551.25000 21498.75| 525.00000 20475.00| PIPE, POLYETHYLENE LINER, 900 mm | | | 0032 718-06531 2.000 EACH| 860.00000 1720.00| 800.00000 1600.00| OUTLET PROTECTOR, 3 | | | 0033 718-52610 95.000 m3 | 42.00000 3990.00| 38.00000 3610.00| AGGREGATE FOR UNDERDRAINS | | | 0034 801-06207 3320.000 m | 3.44000 11420.80| 3.00000 9960.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0035 801-06640 67.000 EACH| 95.55000 6401.85| 91.00000 6097.00| CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 37000.00000 37000.00| 22000.00000 22000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 280 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,623,037.94 ROUTE : 35 CALL ORDER : 280 CONTRACT ID : RS-25200-A COUNTIES : LAPORTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 804-06771 110.000 EACH| 28.35000 3118.50| 27.00000 2970.00| DELINEATOR POST, FLEXIBLE | | | 0038 805-78470 500.000 m | 1.03000 515.00| 0.98000 490.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0039 805-78795 150.000 m | 34.44000 5166.00| 32.80000 4920.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0040 808-06701 3800.000 m | 0.80000 3040.00| 0.76000 2888.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0041 808-06703 17700.000 m | 0.80000 14160.00| 0.76000 13452.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0042 808-75245 4100.000 m | 0.80000 3280.00| 0.76000 3116.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0043 808-75297 800.000 m | 8.66000 6928.00| 8.25000 6600.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0044 808-75320 26.000 EACH| 44.10000 1146.60| 42.00000 1092.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0045 808-75325 20.000 EACH| 63.00000 1260.00| 60.00000 1200.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0046 808-75340 9.000 EACH| 273.00000 2457.00| 260.00000 2340.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0047 808-75996 690.000 EACH| 6.09000 4202.10| 5.00000 3450.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0048 808-75998 690.000 EACH| 22.05000 15214.50| 20.25000 13972.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0049 808-95933 11400.000 m | 0.63000 7182.00| 0.60000 6840.00| CURB PAINTING, YELLOW | | | 0050 801-06203 1800.000 m | 1.37000 2466.00| 1.00000 1800.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0051 808-05929 779.000 m | 3.15000 2453.85| 3.00000 2337.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 200 mm | | | 0052 202-02274 590.000 m | 17.82000 10513.80| 16.00000 9440.00| CURB, CONCRETE, INTEGRAL, REMOVE | | | 0053 605-06215 165.000 m | 149.00000 24585.00| 51.00000 8415.00| CENTER CURB, D, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 280 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,623,037.94 ROUTE : 35 CALL ORDER : 280 CONTRACT ID : RS-25200-A COUNTIES : LAPORTE LETTING DATE : 01/17/01 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 | |RIETH RILEY CONSTRUCTION |WALSH & KELLY | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 105-04655 3.000 MOS | 214.00000 642.00| 200.00000 600.00| FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0055 601-01115 8.000 m | 103.95000 831.60| 99.00000 792.00| GUARDRAIL, W BEAM, 0.476 m SPACING | | | 0056 601-99106 46.000 m | 57.75000 2656.50| 55.00000 2530.00| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0057 804-04435 55.000 EACH| 3.15000 173.25| 6.00000 330.00| DELINEATOR POST, REMOVE | | | 0058 202-93741 16.000 EACH| 157.50000 2520.00| 150.00000 2400.00| GUARD RAIL END TREATMENT, REMOVE | | | 0059 718-99153 2030.000 m2 | 1.79000 3633.70| 0.80000 1624.00| GEOTEXTILES FOR UNDERDRAIN | | | 0060 808-06705 400.000 m | 3.15000 1260.00| 3.00000 1200.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0061 808-75256 250.000 m | 3.15000 787.50| 3.00000 750.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0062 720-44000 4.000 EACH| 199.97000 799.88| 350.00000 1400.00| CASTING, ADJUST TO GRADE | | | 0063 720-44015 1.000 EACH| 912.38000 912.38| 420.00000 420.00| CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0064 715-44240 0.500 m3 | 1581.18000 790.59| 800.00000 400.00| CONCRETE, A, STRUCTURES | | | 0065 801-06710 75.000 DAY | 26.75000 2006.25| 25.00000 1875.00| FLASHING ARROW SIGN | | | 0066 305-03055 100.000 Mg | 159.22000 15922.00| 450.00000 45000.00| SPECIAL JOINT PATCHING MATERIAL | | | 0067 202-01448 170.000 m | 14.70000 2499.00| 14.00000 2380.00| GUARD RAIL, MEDIAN, DOUBLE FACED, REMOVE| | | 0068 202-01447 1.000 EACH| 157.50000 157.50| 150.00000 150.00| GUARDRAIL END TREATMENT DOUBLE FACED, | | | REMOVE | | | 0069 601-94690 1.000 EACH| 3465.00000 3465.00| 3300.00000 3300.00| GUARDRAIL END TREATMENT, MS | | | 0070 601-61390 2.000 EACH| 42.00000 84.00| 40.00000 80.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | SECTION TOTALS | $ 1,345,812.05| $ 1,463,403.50| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,345,812.05| $ 1,463,403.50| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 290 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 18 CALL ORDER : 290 CONTRACT ID : RS-25203-A COUNTIES : GRANT LETTING DATE : 01/17/01 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/10/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,577,788.55 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,360,952.41 ROUTE : 3 CALL ORDER : 300 CONTRACT ID : RS-25251-A COUNTIES : DECATUR LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 45 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. $ 889,811.47 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,039,087.06 116.7760% 3 35-0844079 ROHE, PAUL H. COMPANY $ 1,351,601.46 151.8975% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-0844079 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 850.00000 4250.00| 1000.00000 5000.00| 1773.80000 8869.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 2558.00000 2558.00| 17000.00000 17000.00| 6640.20000 6640.20 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 81122.830 m2 | 0.25000 20280.71| 0.20000 16224.57| 0.33000 26770.53 SURFACE MILLING, ASPHALT | | | 0004 303-52308 3141.400 Mg | 10.50000 32984.70| 13.50000 42408.90| 20.11000 63173.55 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 1830.700 Mg | 12.00000 21968.40| 14.00000 25629.80| 19.40000 35515.58 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 150.000 Mg | 70.00000 10500.00| 80.00000 12000.00| 112.86000 16929.00 HMA FOR PATCHING | | | 0007 305-05206 3141.400 Mg | 32.75000 102880.85| 35.00000 109949.00| 56.58000 177740.41 WIDENING WITH HMA | | | 0008 401-05454 15613.400 Mg | 23.40000 365353.56| 28.30000 441859.22| 35.78000 558647.45 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 7097.000 Mg | 33.00000 234201.00| 36.00000 255492.00| 43.12000 306022.64 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-06264 LUMP| 1603.39000 1603.39| 3000.00000 3000.00| 4500.00000 4500.00 PROFILOGRAPH, HMA | | | 0011 402-05495 100.000 Mg | 38.36000 3836.00| 50.00000 5000.00| 69.84000 6984.00 HMA WEDGE AND LEVEL | | | 0012 406-05520 80.250 Mg | 114.00000 9148.50| 185.00000 14846.25| 399.30000 32043.83 ASPHALT FOR TACK COAT | | | 0013 610-05527 951.400 Mg | 52.44000 49891.42| 45.00000 42813.00| 58.14000 55314.40 HMA FOR APPROACHES | | | 0014 801-06207 3731.500 m | 1.61000 6007.72| 3.40000 12687.10| 1.44000 5373.36 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 01/25/01 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,360,952.41 ROUTE : 3 CALL ORDER : 300 CONTRACT ID : RS-25251-A COUNTIES : DECATUR LETTING DATE : 01/17/01 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 |(3) 35-0844079 |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR |ROHE, PAUL H. COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 30.000 EACH| 59.00000 1770.00| 60.00000 1800.00| 59.00000 1770.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 9200.00000 9200.00| 20000.00000 20000.00| 32000.00000 32000.00 MAINTAINING TRAFFIC | | | 0017 808-01226 539.000 EACH| 8.65000 4662.35| 8.65000 4662.35| 8.65000 4662.35 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0018 808-06712 2663.100 m | 0.15000 399.47| 0.15000 399.47| 0.14000 372.83 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 18802.200 m | 0.15000 2820.33| 0.15000 2820.33| 0.14000 2632.31 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 8004.100 m | 0.15000 1200.62| 0.15000 1200.62| 0.14000 1120.57 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75320 3.000 EACH| 75.00000 225.00| 75.00000 225.00| 150.00000 450.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0022 808-75994 539.000 EACH| 4.30000 2317.70| 4.30000 2317.70| 4.30000 2317.70 PRISMATIC REFLECTOR | | | 0023 808-75996 539.000 EACH| 3.25000 1751.75| 3.25000 1751.75| 3.25000 1751.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 889,811.47| $ 1,039,087.06| $ 1,351,601.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 889,811.47| $ 1,039,087.06| $ 1,351,601.46 ====================================================================================================================================