INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 721 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 237,105.00 ROUTE : CALL ORDER : 721 CONTRACT ID : M -27497-A COUNTIES : RIPLEY LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/30/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 996900D SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 184,304.27 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 196,030.00 106.3621% 3 35-1595689 ONYX PAVING COMPANY, INC. $ 231,465.00 125.5885% ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 |(3) 35-1595689 |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR |ONYX PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACING | | | 0001 105-07038 4.000 MOS | 2100.00000 8400.00| 1000.00000 4000.00| 625.00000 2500.00 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 9200.00000 9200.00| 500.00000 500.00| 4000.00000 4000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 303-01180 100.000 TON | 28.00000 2800.00| 20.00000 2000.00| 20.00000 2000.00 COMPACTED AGGREGATE, NO. 53 | | | 0005 306-08043 323.000 SYS | 7.49000 2419.27| 10.00000 3230.00| 5.00000 1615.00 MILLING, TRANSITION | | | 0008 406-05520 10.000 TON | 220.00000 2200.00| 200.00000 2000.00| 20.00000 200.00 ASPHALT FOR TACK COAT | | | 0009 801-06640 11.000 EACH| 150.00000 1650.00| 100.00000 1100.00| 100.00000 1100.00 CONSTRUCTION SIGN, A | | | 0010 801-06775 LUMP| 1890.00000 1890.00| 1000.00000 1000.00| 2000.00000 2000.00 MAINTAINING TRAFFIC | | | 0011 304-07490 125.000 TON | 85.00000 10625.00| 80.00000 10000.00| 50.00000 6250.00 HMA PATCHING, TYPE B | | | 0012 402-07451 200.000 TON | 46.00000 9200.00| 50.00000 10000.00| 50.00000 10000.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0013 402-07433 3550.000 TON | 36.80000 130640.00| 44.00000 156200.00| 56.00000 198800.00 HMA SURFACE, TYPE B | | | 0014 304-07491 60.000 TON | 88.00000 5280.00| 100.00000 6000.00| 50.00000 3000.00 HMA PATCHING, TYPE C | | | SECTION TOTALS | $ 184,304.27| $ 196,030.00| $ 231,465.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 184,304.27| $ 196,030.00| $ 231,465.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 731 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,353.88 ROUTE : VARIOUS CALL ORDER : 731 CONTRACT ID : M -27615-A COUNTIES : VARIOUS LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 06/30/05 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 20000AQ SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0821499 DREW, JAMES H. CORPORATION $ 293,663.40 100.0000% 2 35-2110733 SPECIALTIES COMPANY LLC $ 309,900.00 105.5289% 3 35-1643252 C-TECH CORPORATION, INC. $ 324,507.50 110.5032% ==================================================================================================================================== |(1) 35-0821499 |(2) 35-2110733 |(3) 35-1643252 |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC |C-TECH CORPORATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GUARDRAIL MAINTENANCE OR REPAIR | | | 0001 202-02241 300.000 LFT | 1.20000 360.00| 1.50000 450.00| 2.00000 600.00 GUARDRAIL, REMOVE | | | 0002 601-02211 30.000 EACH| 43.00000 1290.00| 44.00000 1320.00| 60.00000 1800.00 GUARDRAIL POST, 8.5 LBS PER LFT, 7 FT O | | | IN LONG, GALVANIZED | | | 0003 601-03456 10.000 EACH| 41.00000 410.00| 49.00000 490.00| 65.00000 650.00 GUARDRAIL POST, WOOD TYPE W5 | | | 0004 601-03683 150.000 HRS | 255.00000 38250.00| 250.00000 37500.00| 236.00000 35400.00 COMBINATION ATTENUATING TERMINAL, | | | REPAIR, LABOR ONLY | | | 0005 601-06035 2000.000 LFT | 5.50000 11000.00| 7.00000 14000.00| 6.40000 12800.00 GUARDRAIL, RESET | | | 0006 601-06728 100.000 LFT | 15.90000 1590.00| 18.00000 1800.00| 18.00000 1800.00 GUARDRAIL, WR-BEAM | | | 0007 601-52540 10.000 EACH| 49.50000 495.00| 55.00000 550.00| 55.00000 550.00 GUARDRAIL TERMINAL SECTION, W BEAM | | | BUFFER | | | 0008 601-61340 90.000 EACH| 79.00000 7110.00| 73.00000 6570.00| 55.00000 4950.00 GUARD RAIL POST, 15.5 LBS PER FT., | | | GALVANIZED, 6 FT. 3 IN. LONG | | | 0009 601-61350 400.000 EACH| 20.00000 8000.00| 19.00000 7600.00| 17.00000 6800.00 GUARD RAIL POST BRACKET, 15.5 LBS PER | | | LFT., GALVANIZED, 1 FT. 2.25 IN. | | | 0010 601-61360 100.000 EACH| 14.00000 1400.00| 29.00000 2900.00| 20.00000 2000.00 GUARD RAIL POST, 8.5 LBS PER LFT., | | | GALVANIZED, 5 FT. 9 IN. LONG | | | 0011 601-61390 80.000 EACH| 23.50000 1880.00| 30.00000 2400.00| 36.00000 2880.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 731 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,353.88 ROUTE : VARIOUS CALL ORDER : 731 CONTRACT ID : M -27615-A COUNTIES : VARIOUS LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-2110733 |(3) 35-1643252 |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC |C-TECH CORPORATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 601-61545 10.000 EACH| 28.50000 285.00| 35.00000 350.00| 30.00000 300.00 GUARD RAIL POST, ALUMINUM, INSTALL | | | 0013 601-62070 15000.000 LFT | 6.60000 99000.00| 6.50000 97500.00| 7.35000 110250.00 GUARD RAIL, STEEL BEAM, GALVANIZED | | | 0014 601-62090 400.000 LFT | 4.20000 1680.00| 4.00000 1600.00| 3.50000 1400.00 GUARD RAIL, STEEL BEAM, INSTALL | | | 0015 601-62100 40.000 EACH| 22.20000 888.00| 25.00000 1000.00| 28.00000 1120.00 GUARD RAIL POST, STEEL, INSTALL | | | 0016 601-62110 1500.000 LFT | 4.00000 6000.00| 3.50000 5250.00| 3.15000 4725.00 GUARD RAIL, CHANNEL, 6.7 LBS PER LFT., | | | INSTALL | | | 0017 601-62150 60.000 EACH| 64.60000 3876.00| 78.00000 4680.00| 70.00000 4200.00 GUARD RAIL POST, 15.5 LBS PER LFT., | | | GALVANIZED, 7 FT. 0 IN. LONG | | | 0018 601-62260 20.000 EACH| 42.00000 840.00| 48.00000 960.00| 50.00000 1000.00 GUARD RAIL FLAT TERMINAL END SECTION, | | | GALVANIZED | | | 0019 601-62460 2.000 EACH| 65.00000 130.00| 60.00000 120.00| 75.00000 150.00 GUARD RAIL ANCHOR CABLE ASSEMBLY, 0.75 | | | IN. | | | 0020 601-62510 40.000 EACH| 29.00000 1160.00| 35.00000 1400.00| 40.00000 1600.00 GUARD RAIL BREAKAWAY CABLE TERMINAL, | | | MICHIGAN END SHOE | | | 0021 601-62540 1000.000 EACH| 17.50000 17500.00| 19.00000 19000.00| 20.00000 20000.00 GUARD RAIL POST, PLUMB | | | 0023 601-62554 150.000 LFT | 4.70000 705.00| 10.00000 1500.00| 4.15000 622.50 GUARD RAIL, TUBING, ELLIPTICAL, | | | ALUMINUM, INSTALL | | | 0026 601-91426 5.000 EACH| 71.00000 355.00| 81.00000 405.00| 65.00000 325.00 GUARD RAIL TERMINAL END SECTION, A | | | 0027 601-91468 200.000 EACH| 38.00000 7600.00| 37.00000 7400.00| 55.00000 11000.00 GUARD RAIL POST, 8.5 LBS PER LFT., | | | GALVANIZED, 6 FT. 0 IN. LONG | | | 0028 601-91502 50.000 EACH| 50.00000 2500.00| 53.00000 2650.00| 54.00000 2700.00 GUARD RAIL TERMINAL SECTION, WOOD | | | BREAKAWAY POST | | | 0029 601-91504 10.000 EACH| 88.00000 880.00| 80.00000 800.00| 90.00000 900.00 GUARD RAIL POST, W1, 10 IN X 10 IN | | | 0030 601-91505 10.000 EACH| 58.00000 580.00| 65.00000 650.00| 70.00000 700.00 GUARD RAIL POST, W2, 8 IN. X 8 IN. | | | 0031 601-91510 10.000 EACH| 58.00000 580.00| 65.00000 650.00| 70.00000 700.00 GUARD RAIL POST, W3, 8 IN. X 8 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 731 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,353.88 ROUTE : VARIOUS CALL ORDER : 731 CONTRACT ID : M -27615-A COUNTIES : VARIOUS LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-2110733 |(3) 35-1643252 |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC |C-TECH CORPORATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 601-91511 10.000 EACH| 58.00000 580.00| 65.00000 650.00| 70.00000 700.00 GUARD RAIL POST, W4, 8 IN. X 8 IN. | | | 0033 601-91542 10.000 EACH| 13.00000 130.00| 18.00000 180.00| 18.00000 180.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B1 | | | 0034 601-91575 10.000 EACH| 13.00000 130.00| 18.00000 180.00| 18.00000 180.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B2 | | | 0035 601-91576 10.000 EACH| 13.00000 130.00| 18.00000 180.00| 18.00000 180.00 GUARD RAIL BLOCK, 6 IN. X 8 IN., B3 | | | 0036 601-91578 10.000 EACH| 38.95000 389.50| 44.00000 440.00| 40.00000 400.00 GUARD RAIL TERMINAL SECTION, ANCHOR | | | PLATE | | | 0037 601-91640 10.000 EACH| 70.00000 700.00| 90.00000 900.00| 85.00000 850.00 GUARD RAIL TERMINAL SECTION, SOIL PLATE | | | 0038 601-91642 10.000 EACH| 39.00000 390.00| 35.00000 350.00| 40.00000 400.00 GUARD RAIL TERMINAL SECTION, BEARING | | | PLATE | | | 0039 601-91643 10.000 EACH| 69.00000 690.00| 75.00000 750.00| 75.00000 750.00 GUARD RAIL ANCHOR CABLE, 0.75 IN. DIA. | | | X 9 FT. | | | 0040 601-91649 10.000 EACH| 115.00000 1150.00| 145.00000 1450.00| 185.00000 1850.00 GUARD RAIL THRIE BEAM TRANSITION | | | SECTION, GALVANIZED | | | 0041 601-91650 75.000 LFT | 14.00000 1050.00| 15.00000 1125.00| 22.00000 1650.00 GUARD RAIL THRIE BEAM EXPANSION RAIL, | | | GALVANIZED | | | 0042 601-91653 10.000 EACH| 95.00000 950.00| 115.00000 1150.00| 150.00000 1500.00 GUARD RAIL THRIE BEAM TERMINAL | | | CONNECTOR, GALVANIZED | | | 0043 601-91654 10.000 EACH| 525.00000 5250.00| 650.00000 6500.00| 750.00000 7500.00 GUARD RAIL ROUND NOSE SUPPORT | | | ATTACHMENT, GALVANIZED | | | 0044 601-91656 10.000 EACH| 525.00000 5250.00| 650.00000 6500.00| 750.00000 7500.00 GUARD RAIL SQUARE NOSE SUPPORT | | | ATTACHMENT, GALVANIZED | | | 0046 601-94689 8.000 EACH| 2025.00000 16200.00| 2300.00000 18400.00| 2550.00000 20400.00 GUARDRAIL END TREATMENT, OS | | | 0047 601-94690 7.000 EACH| 3120.00000 21840.00| 3600.00000 25200.00| 4000.00000 28000.00 GUARDRAIL END TREATMENT, MS | | | 0048 601-95927 5.000 EACH| 90.00000 450.00| 150.00000 750.00| 125.00000 625.00 GUARD RAIL TERMINAL SECTION, SINGLEFACE,| | | BURIED END, ALUMINUM, INSTALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 731 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 317,353.88 ROUTE : VARIOUS CALL ORDER : 731 CONTRACT ID : M -27615-A COUNTIES : VARIOUS LETTING DATE : 06/22/04 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0821499 |(2) 35-2110733 |(3) 35-1643252 |DREW, JAMES H. CORPORATION |SPECIALTIES COMPANY LLC |C-TECH CORPORATION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 601-95928 5.000 EACH| 131.00000 655.00| 150.00000 750.00| 150.00000 750.00 GUARD RAIL TERMINAL SECTION, DOUBLEFACE,| | | BURIED END, ALUMINUM, INSTALL | | | 0051 601-97948 30.000 EACH| 85.00000 2550.00| 93.00000 2790.00| 85.00000 2550.00 GUARD RAIL POST, PADDLE, 15.5 LBS PER | | | LFT.,GALVANIZED, 6 FT. 3 IN. LONG | | | 0052 601-97949 20.000 EACH| 110.00000 2200.00| 113.00000 2260.00| 95.00000 1900.00 GUARD RAIL POST, PADDLE, 15.5 LBS PER | | | LFT., GALVANIZED, 8 FT. 3 IN. LONG | | | 0053 601-97950 300.000 EACH| 7.60000 2280.00| 7.00000 2100.00| 12.00000 3600.00 GUARD RAIL POST BRACKET, TREATED TIMBER,| | | 6 IN. X 6 IN. | | | 0055 711-99139 2000.000 EACH| 5.00000 10000.00| 4.40000 8800.00| 4.50000 9000.00 PLATE, D | | | 0056 801-06775 LUMP| 495.00000 495.00| 5200.00000 5200.00| 500.00000 500.00 MAINTAINING TRAFFIC | | | 0057 601-06053 5.000 EACH| 10.00000 50.00| 25.00000 125.00| 10.00000 50.00 GUARDRAIL DIAPHRAGM, ALUMINUM, INSTALL | | | 0058 601-90745 2.000 EACH| 38.70000 77.40| 75.00000 150.00| 30.00000 60.00 GUARD RAIL POST ALUMINUM , 5A, INSTALL | | | 0059 601-95916 5.000 EACH| 11.50000 57.50| 35.00000 175.00| 20.00000 100.00 GUARD RAIL POST 5 FT.- 3 IN. LONG, | | | ALUMINUM, INSTALL | | | 0060 601-96906 1.000 EACH| 600.00000 600.00| 150.00000 150.00| 200.00000 200.00 BRACKET, CONCRETE, X1 RAIL , SECTION A | | | 0061 601-96906 1.000 EACH| 600.00000 600.00| 150.00000 150.00| 225.00000 225.00 BRACKET, CONCRETE, X1 RAIL , SECTION B | | | 0062 601-96906 1.000 EACH| 625.00000 625.00| 300.00000 300.00| 250.00000 250.00 BRACKET, CONCRETE, X1 RAIL , SECTION C | | | 0063 601-96906 1.000 EACH| 640.00000 640.00| 300.00000 300.00| 350.00000 350.00 BRACKET, CONCRETE, X1 RAIL , SECTION D | | | 0064 601-96906 1.000 EACH| 610.00000 610.00| 300.00000 300.00| 200.00000 200.00 BRACKET, CONCRETE, X1 RAIL , SECTION E | | | 0065 601-96906 1.000 EACH| 600.00000 600.00| 150.00000 150.00| 185.00000 185.00 BRACKET, CONCRETE, X1 RAIL , SECTION F | | | SECTION TOTALS | $ 293,663.40| $ 309,900.00| $ 324,507.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 293,663.40| $ 309,900.00| $ 324,507.50 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 741 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 348,656.77 ROUTE : CALL ORDER : 741 CONTRACT ID : M -27632-A COUNTIES : FRANKLIN LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 992400B SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 278,898.00 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 349,733.30 125.3982% 3 35-1595689 ONYX PAVING COMPANY, INC. $ 423,745.41 151.9356% ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 |(3) 35-1595689 |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR |ONYX PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACING | | | 0001 105-07038 3.000 MOS | 2100.00000 6300.00| 1500.00000 4500.00| 666.67000 2000.01 FIELD OFFICE, A | | | 0002 110-01001 LUMP| 5800.00000 5800.00| 4000.00000 4000.00| 5000.00000 5000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-04791 515.000 EACH| 8.00000 4120.00| 5.00000 2575.00| 10.00000 5150.00 PARKING BARRIER, REMOVE | | | 0004 203-02000 1040.000 CYS | 15.00000 15600.00| 12.00000 12480.00| 20.00000 20800.00 EXCAVATION, COMMON | | | 0005 301-07448 300.000 TON | 19.00000 5700.00| 15.00000 4500.00| 20.00000 6000.00 COMPACTED AGGREGATE, NO. 53, BASE , | | | UNDISTRIBUTED | | | 0006 303-07449 380.000 TON | 20.00000 7600.00| 20.00000 7600.00| 20.00000 7600.00 COMPACTED AGGREGATE, NO. 73 | | | 0007 304-07491 150.000 TON | 80.00000 12000.00| 100.00000 15000.00| 50.00000 7500.00 HMA PATCHING, TYPE C | | | 0008 306-08043 900.000 SYS | 5.21000 4689.00| 6.00000 5400.00| 5.00000 4500.00 MILLING, TRANSITION | | | 0009 402-07434 3989.000 TON | 40.00000 159560.00| 55.00000 219395.00| 70.00000 279230.00 HMA SURFACE, TYPE C | | | 0010 402-07442 1141.300 TON | 30.00000 34239.00| 41.00000 46793.30| 58.00000 66195.40 HMA BASE, TYPE C | | | 0011 402-07452 200.000 TON | 42.00000 8400.00| 60.00000 12000.00| 50.00000 10000.00 HMA, TYPE C, WEDGE AND LEVEL | | | 0012 406-05520 22.000 TON | 195.00000 4290.00| 200.00000 4400.00| 20.00000 440.00 ASPHALT FOR TACK COAT | | | 0013 615-06496 36.000 EACH| 60.00000 2160.00| 50.00000 1800.00| 30.00000 1080.00 PARKING BARRIER | | | 0014 615-97768 515.000 EACH| 11.00000 5665.00| 6.00000 3090.00| 10.00000 5150.00 PARKING BARRIER, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 07/06/04 PAGE : 741 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 348,656.77 ROUTE : CALL ORDER : 741 CONTRACT ID : M -27632-A COUNTIES : FRANKLIN LETTING DATE : 06/22/04 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0844079 |(2) 35-1357381 |(3) 35-1595689 |ROHE, PAUL H. COMPANY |O'MARA, DAVE CONTRACTOR |ONYX PAVING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 6.000 EACH| 125.00000 750.00| 200.00000 1200.00| 100.00000 600.00 CONSTRUCTION SIGN, A | | | 0016 801-06775 LUMP| 2025.00000 2025.00| 5000.00000 5000.00| 2500.00000 2500.00 MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 278,898.00| $ 349,733.30| $ 423,745.41 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 278,898.00| $ 349,733.30| $ 423,745.41 ====================================================================================================================================