INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 440 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,606,500.88 ROUTE : TOLL ROAD CALL ORDER : 440 CONTRACT ID : RT-24683-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : TOLL CONTRACT TIME : 12/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,938,720.19 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,084,157.60 107.5017% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 2,172,264.26 112.0463% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 2,236,567.06 115.3630% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO 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 | 2000.00000 12000.00| 800.00000 4800.00| 1100.00000 6600.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 8700.00000 8700.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 92000.00000 92000.00| 104000.00000 104000.00| 100000.00000 100000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 8087.000 m2 | 5.72000 46257.64| 5.70000 46095.90| 4.48000 36229.76 PAVEMENT, REMOVE , REINFORCED | | | 0005 202-02278 183.000 m | 4.09000 748.47| 5.00000 915.00| 3.85000 704.55 CURB, CONCRETE, REMOVE | | | 0006 202-05441 825.000 m2 | 12.00000 9900.00| 26.00000 21450.00| 12.00000 9900.00 GRIND CONCRETE PAVEMENT | | | 0007 202-05677 6.000 EACH| 1255.36000 7532.16| 2000.00000 12000.00| 6500.00000 39000.00 BARRIER ISLAND, REMOVE | | | 0008 202-52710 100.000 m2 | 4.19000 419.00| 5.70000 570.00| 10.75000 1075.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 2332.000 m2 | 2.71000 6319.72| 5.00000 11660.00| 2.25000 5247.00 SURFACE MILLING, ASPHALT | | | 0010 202-94749 81.000 m | 4.10000 332.10| 5.00000 405.00| 3.85000 311.85 CURB, ASPHALT, REMOVE | | | 0011 203-02000 1233.000 m3 | 25.83000 31848.39| 20.00000 24660.00| 14.15000 17446.95 EXCAVATION, COMMON | | | 0012 203-60778 LUMP| 1141.32000 1141.32| 15000.00000 15000.00| 11400.00000 11400.00 GRADING | | | 0013 210-05839 LUMP| 6660.80000 6660.80| 7000.00000 7000.00| 6600.80000 6600.80 TEMPORARY LANE CONTROLLER LIGHTS | | | 0014 210-05873 LUMP| 5000.00000 5000.00| 4500.00000 4500.00| 5000.00000 5000.00 TESTING , MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 440 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,606,500.88 ROUTE : TOLL ROAD CALL ORDER : 440 CONTRACT ID : RT-24683-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 210-06676 LUMP| 11000.00000 11000.00| 14000.00000 14000.00| 13250.00000 13250.00 ENVIRONMENTAL CLEANING OF TOLL BOOTHS | | | 0016 210-06709 4.000 EACH| 8000.00000 32000.00| 9000.00000 36000.00| 9000.00000 36000.00 AUTOMATIC COIN MACHINE ENCLOSURES | | | 0017 210-06793 1.000 EACH| 222050.00000 222050.00| 166800.00000 166800.00| 233100.00000 233100.00 CANOPY , 18.3 m X 29.3 m | | | 0018 210-06793 1.000 EACH| 222050.00000 222050.00| 180000.00000 180000.00| 248100.00000 248100.00 CANOPY , 18.3 m X 31.7 m | | | 0019 210-06793 2.000 EACH| 20000.00000 40000.00| 18000.00000 36000.00| 35000.00000 70000.00 CANOPY , DEMOLITION AND REMOVAL | | | 0020 210-06794 2.000 EACH| 2500.00000 5000.00| 1200.00000 2400.00| 2500.00000 5000.00 WALK BRIDGE , OSHA APPROVED | | | 0021 210-06795 2.000 EACH| 15604.97000 31209.94| 16000.00000 32000.00| 15600.00000 31200.00 CALL BOXES FOR ROLL GATES FOR LAKE | | | STATION AND CALUMET EXIT | | | 0022 303-52309 309.000 Mg | 12.29000 3797.61| 19.00000 5871.00| 24.55000 7585.95 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0023 304-04403 788.000 m3 | 26.01000 20495.88| 40.00000 31520.00| 27.00000 21276.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT , | | | NO. 53 SLAG | | | 0024 304-06464 1195.000 m3 | 21.90000 26170.50| 22.00000 26290.00| 20.13000 24055.35 SUBBASE FOR PCCP , NO. 8 SLAG | | | 0025 305-06083 876.000 Mg | 54.00000 47304.00| 30.30000 26542.80| 54.00000 47304.00 HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0026 402-05468 3568.000 Mg | 28.00000 99904.00| 28.90000 103115.20| 28.00000 99904.00 HMA BASE 25.0 mm, MAINLINE | | | 0027 402-05473 1949.000 Mg | 30.00000 58470.00| 31.70000 61783.30| 30.00000 58470.00 HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0028 402-05477 1646.000 Mg | 35.00000 57610.00| 38.30000 63041.80| 35.00000 57610.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0029 406-05520 22.000 Mg | 240.00000 5280.00| 340.00000 7480.00| 240.00000 5280.00 ASPHALT FOR TACK COAT | | | 0030 501-05090 7749.000 m2 | 37.16000 287952.84| 43.00000 333207.00| 31.80000 246418.20 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm , CLASS C | | | 0031 501-05240 1849.000 m | 21.58000 39901.42| 27.00000 49923.00| 19.25000 35593.25 CONTRACTION JOINT, D1 | | | 0032 503-05310 106.000 m | 70.00000 7420.00| 60.00000 6360.00| 70.00000 7420.00 TERMINAL JOINT | | | 0033 601-01128 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| 1800.00000 3600.00 GUARDRAIL TRANSITION TYPE WGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 440 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,606,500.88 ROUTE : TOLL ROAD CALL ORDER : 440 CONTRACT ID : RT-24683-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 601-05011 6.000 EACH| 9869.06000 59214.36| 14000.00000 84000.00| 26000.00000 156000.00 BARRIER ISLAND Type I, 49 m LENGTH | | | 0035 601-99105 3.000 m | 115.00000 345.00| 115.00000 345.00| 115.00000 345.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 602-05682 628.000 m | 134.12000 84227.36| 162.00000 101736.00| 162.00000 101736.00 TEMPORARY BARRIER, WATER FILLED | | | 0037 603-04244 8.000 EACH| 779.92000 6239.36| 800.00000 6400.00| 780.00000 6240.00 GATE , REMOVE AND RESET | | | 0038 604-06070 100.000 m2 | 26.57000 2657.00| 45.00000 4500.00| 37.50000 3750.00 SIDEWALK, CONCRETE | | | 0039 605-06100 201.000 m | 23.06000 4635.06| 38.00000 7638.00| 25.00000 5025.00 CURB, INTEGRAL, C, CONCRETE | | | 0040 706-01619 2.000 EACH| 907.69000 1815.38| 1200.00000 2400.00| 1650.00000 3300.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0041 715-92037 150.000 m | 7.94000 1191.00| 35.00000 5250.00| 33.00000 4950.00 PIPE, PVC, 100 mm , SCHEDULE 40 | | | 0042 720-44000 8.000 EACH| 174.25000 1394.00| 235.00000 1880.00| 280.00000 2240.00 CASTING, ADJUST TO GRADE | | | 0043 728-98377 LUMP| 11806.50000 11806.50| 20000.00000 20000.00| 19800.00000 19800.00 MASONRY COATING | | | 0044 801-01093 8.000 EACH| 1195.00000 9560.00| 1195.00000 9560.00| 500.00000 4000.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0045 801-06606 15.000 EACH| 145.00000 2175.00| 145.00000 2175.00| 145.00000 2175.00 BARRICADE, IIIB | | | 0046 801-06640 24.000 EACH| 115.00000 2760.00| 115.00000 2760.00| 115.00000 2760.00 CONSTRUCTION SIGN, A | | | 0047 801-06710 480.000 DAY | 12.00000 5760.00| 12.00000 5760.00| 12.00000 5760.00 FLASHING ARROW SIGN | | | 0048 801-06775 LUMP| 500.00000 500.00| 13400.00000 13400.00| 15000.00000 15000.00 MAINTAINING TRAFFIC | | | 0049 801-09133 12.000 EACH| 6300.00000 75600.00| 6300.00000 75600.00| 4870.00000 58440.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0050 802-03896 8.000 EACH| 120.70000 965.60| 350.00000 2800.00| 400.00000 3200.00 BOLLARD , REMOVE | | | 0051 805-06087 4.000 EACH| 1190.00000 4760.00| 1300.00000 5200.00| 1190.00000 4760.00 FLASHER AND BEACON ASSEMBLY | | | 0052 805-06722 4.000 EACH| 30282.13000 121128.52| 46000.00000 184000.00| 44200.00000 176800.00 MESSAGE BOARD , FULLY PROGRAMMABLE, | | | 1.524 m X 5.2 m | | | 0053 805-78746 194.000 m | 81.44000 15799.36| 90.00000 17460.00| 82.00000 15908.00 PREFORMED LOOP DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 440 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,606,500.88 ROUTE : TOLL ROAD CALL ORDER : 440 CONTRACT ID : RT-24683-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-0918397 |(3) 35-1035114 |KANKAKEE VALLEY CONSTRUCTION|RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 807-04744 LUMP| 3334.40000 3334.40| 3500.00000 3500.00| 3335.00000 3335.00 LIGHTING ,TEMPORARY, PLAZA | | | 0055 807-04866 10.000 EACH| 906.56000 9065.60| 1000.00000 10000.00| 907.00000 9070.00 LUMINAIRE , 175 WATT, MH, DAMP LOCATION | | | 0056 807-04962 4.000 EACH| 2966.91000 11867.64| 3200.00000 12800.00| 2967.00000 11868.00 LIGHT , LANE CONTROLLER, FIBER OPTIC | | | 0057 807-86600 16.000 EACH| 840.63000 13450.08| 900.00000 14400.00| 841.00000 13456.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 100 WATT | | | 0058 808-75002 732.000 m | 0.33000 241.56| 0.30000 219.60| 0.30000 219.60 LINE, PAINT, BROKEN, WHITE, 150 mm | | | 0059 808-75007 3140.000 m | 0.33000 1036.20| 0.30000 942.00| 0.30000 942.00 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0060 808-75047 3140.000 m | 0.33000 1036.20| 0.30000 942.00| 0.30000 942.00 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0061 900-05012 6.000 EACH| 6629.87000 39779.22| 7000.00000 42000.00| 6810.00000 40860.00 TREADLES AND FRAMES | | | SECTION TOTALS | $ 1,938,720.19| $ 2,084,157.60| $ 2,172,264.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,938,720.19| $ 2,084,157.60| $ 2,172,264.26 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 440 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,606,500.88 ROUTE : TOLL ROAD CALL ORDER : 440 CONTRACT ID : RT-24683-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | 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 | 1824.63000 10947.78| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7441.75000 7441.75| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 111828.35000 111828.35| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 8087.000 m2 | 10.10000 81678.70| | PAVEMENT, REMOVE , REINFORCED | | | 0005 202-02278 183.000 m | 30.06000 5500.98| | CURB, CONCRETE, REMOVE | | | 0006 202-05441 825.000 m2 | 24.54000 20245.50| | GRIND CONCRETE PAVEMENT | | | 0007 202-05677 6.000 EACH| 2384.88000 14309.28| | BARRIER ISLAND, REMOVE | | | 0008 202-52710 100.000 m2 | 29.21000 2921.00| | SIDEWALK, CONCRETE, REMOVE | | | 0009 202-60820 2332.000 m2 | 4.23000 9864.36| | SURFACE MILLING, ASPHALT | | | 0010 202-94749 81.000 m | 41.02000 3322.62| | CURB, ASPHALT, REMOVE | | | 0011 203-02000 1233.000 m3 | 46.19000 56952.27| | EXCAVATION, COMMON | | | 0012 203-60778 LUMP| 4614.11000 4614.11| | GRADING | | | 0013 210-05839 LUMP| 6660.80000 6660.80| | TEMPORARY LANE CONTROLLER LIGHTS | | | 0014 210-05873 LUMP| 3000.00000 3000.00| | TESTING , MATERIAL | | | 0015 210-06676 LUMP| 13575.00000 13575.00| | ENVIRONMENTAL CLEANING OF TOLL BOOTHS | | | 0016 210-06709 4.000 EACH| 10305.70000 41222.80| | AUTOMATIC COIN MACHINE ENCLOSURES | | | 0017 210-06793 1.000 EACH| 152947.53000 152947.53| | CANOPY , 18.3 m X 29.3 m | | | 0018 210-06793 1.000 EACH| 152953.17000 152953.17| | CANOPY , 18.3 m X 31.7 m | | | 0019 210-06793 2.000 EACH| 17250.00000 34500.00| | CANOPY , DEMOLITION AND REMOVAL | | | 0020 210-06794 2.000 EACH| 2949.19000 5898.38| | WALK BRIDGE , OSHA APPROVED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 440 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,606,500.88 ROUTE : TOLL ROAD CALL ORDER : 440 CONTRACT ID : RT-24683-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 210-06795 2.000 EACH| 15604.97000 31209.94| | CALL BOXES FOR ROLL GATES FOR LAKE | | | STATION AND CALUMET EXIT | | | 0022 303-52309 309.000 Mg | 44.35000 13704.15| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0023 304-04403 788.000 m3 | 45.62000 35948.56| | SUBBASE FOR CEMENT CONCRETE PAVEMENT , | | | NO. 53 SLAG | | | 0024 304-06464 1195.000 m3 | 32.36000 38670.20| | SUBBASE FOR PCCP , NO. 8 SLAG | | | 0025 305-06083 876.000 Mg | 54.00000 47304.00| | HMA PATCHING FOR RIGID PAVEMENT OR BASE | | | 0026 402-05468 3568.000 Mg | 28.00000 99904.00| | HMA BASE 25.0 mm, MAINLINE | | | 0027 402-05473 1949.000 Mg | 30.00000 58470.00| | HMA INTERMEDIATE 12.5 mm, MAINLINE | | | 0028 402-05477 1646.000 Mg | 35.00000 57610.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0029 406-05520 22.000 Mg | 240.00000 5280.00| | ASPHALT FOR TACK COAT | | | 0030 501-05090 7749.000 m2 | 49.10000 380475.90| | CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm , CLASS C | | | 0031 501-05240 1849.000 m | 21.56000 39864.44| | CONTRACTION JOINT, D1 | | | 0032 503-05310 106.000 m | 184.91000 19600.46| | TERMINAL JOINT | | | 0033 601-01128 2.000 EACH| 1800.00000 3600.00| | GUARDRAIL TRANSITION TYPE WGB | | | 0034 601-05011 6.000 EACH| 20956.02000 125736.12| | BARRIER ISLAND Type I, 49 m LENGTH | | | 0035 601-99105 3.000 m | 115.00000 345.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 602-05682 628.000 m | 162.00000 101736.00| | TEMPORARY BARRIER, WATER FILLED | | | 0037 603-04244 8.000 EACH| 779.92000 6239.36| | GATE , REMOVE AND RESET | | | 0038 604-06070 100.000 m2 | 60.46000 6046.00| | SIDEWALK, CONCRETE | | | 0039 605-06100 201.000 m | 48.23000 9694.23| | CURB, INTEGRAL, C, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 440 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,606,500.88 ROUTE : TOLL ROAD CALL ORDER : 440 CONTRACT ID : RT-24683-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 706-01619 2.000 EACH| 3899.38000 7798.76| | CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0041 715-92037 150.000 m | 55.30000 8295.00| | PIPE, PVC, 100 mm , SCHEDULE 40 | | | 0042 720-44000 8.000 EACH| 402.24000 3217.92| | CASTING, ADJUST TO GRADE | | | 0043 728-98377 LUMP| 9900.00000 9900.00| | MASONRY COATING | | | 0044 801-01093 8.000 EACH| 1195.00000 9560.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0045 801-06606 15.000 EACH| 145.00000 2175.00| | BARRICADE, IIIB | | | 0046 801-06640 24.000 EACH| 115.00000 2760.00| | CONSTRUCTION SIGN, A | | | 0047 801-06710 480.000 DAY | 12.00000 5760.00| | FLASHING ARROW SIGN | | | 0048 801-06775 LUMP| 10637.64000 10637.64| | MAINTAINING TRAFFIC | | | 0049 801-09133 12.000 EACH| 6300.00000 75600.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0050 802-03896 8.000 EACH| 229.83000 1838.64| | BOLLARD , REMOVE | | | 0051 805-06087 4.000 EACH| 1190.00000 4760.00| | FLASHER AND BEACON ASSEMBLY | | | 0052 805-06722 4.000 EACH| 44207.13000 176828.52| | MESSAGE BOARD , FULLY PROGRAMMABLE, | | | 1.524 m X 5.2 m | | | 0053 805-78746 194.000 m | 81.44000 15799.36| | PREFORMED LOOP DETECTORS | | | 0054 807-04744 LUMP| 3334.40000 3334.40| | LIGHTING ,TEMPORARY, PLAZA | | | 0055 807-04866 10.000 EACH| 906.56000 9065.60| | LUMINAIRE , 175 WATT, MH, DAMP LOCATION | | | 0056 807-04962 4.000 EACH| 2966.91000 11867.64| | LIGHT , LANE CONTROLLER, FIBER OPTIC | | | 0057 807-86600 16.000 EACH| 840.63000 13450.08| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 100 WATT | | | 0058 808-75002 732.000 m | 0.30000 219.60| | LINE, PAINT, BROKEN, WHITE, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 440 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,606,500.88 ROUTE : TOLL ROAD CALL ORDER : 440 CONTRACT ID : RT-24683-A COUNTIES : LAKE LETTING DATE : 05/23/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 808-75007 3140.000 m | 0.30000 942.00| | LINE, PAINT, SOLID, WHITE, 150 mm | | | 0060 808-75047 3140.000 m | 0.30000 942.00| | LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0061 900-05012 6.000 EACH| 6665.36000 39992.16| | TREADLES AND FRAMES | | | SECTION TOTALS | $ 2,236,567.06| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,236,567.06| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 450 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,438,429.69 ROUTE : TOLL CALL ORDER : 450 CONTRACT ID : RT-24684-A COUNTIES : PORTER LETTING DATE : 05/23/00 10:00 AM DISTRICT : TOLL CONTRACT TIME : 09/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 910,903.40 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 952,099.63 104.5225% 3 35-1035700 BUCKO CONSTRUCTION $ 1,253,460.43 137.6062% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 WEDGE AND LEVEL ONLY | | | 0001 110-01001 LUMP| 9755.44000 9755.44| 45000.00000 45000.00| 62600.00000 62600.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 224221.580 m2 | 0.37000 82961.98| 0.40000 89688.63| 1.03000 230948.23 SURFACE MILLING, ASPHALT | | | 0003 203-02000 124.000 m3 | 12.93000 1603.32| 15.00000 1860.00| 20.00000 2480.00 EXCAVATION, COMMON | | | 0004 303-52308 40.000 Mg | 25.24000 1009.60| 10.00000 400.00| 19.75000 790.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 304-04405 85.000 m3 | 41.96000 3566.60| 40.00000 3400.00| 48.00000 4080.00 SUBBASE STONE, NO. 2 AND NO. 8 LIMESTONE| | | 0006 401-05467 25750.000 m | 0.54000 13905.00| 0.42000 10815.00| 0.50000 12875.00 MILLED HMA CORRUGATIONS | | | 0007 402-05495 20092.000 Mg | 36.43000 731951.56| 36.50000 733358.00| 41.60000 835827.20 HMA WEDGE AND LEVEL | | | 0008 406-05520 62.000 Mg | 166.55000 10326.10| 260.00000 16120.00| 380.00000 23560.00 ASPHALT FOR TACK COAT | | | 0009 616-02320 138.000 m2 | 0.90000 124.20| 1.00000 138.00| 1.50000 207.00 GEOTEXTILES | | | 0010 715-05115 42.000 m | 61.85000 2597.70| 50.00000 2100.00| 150.00000 6300.00 PIPE, TYPE 1, CIRCULAR, 150 mm | | | PERFORATED | | | 0011 801-01093 4.000 EACH| 440.00000 1760.00| 400.00000 1600.00| 400.00000 1600.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0012 801-06640 32.000 EACH| 77.00000 2464.00| 70.00000 2240.00| 70.00000 2240.00 CONSTRUCTION SIGN, A | | | 0013 801-06710 30.000 DAY | 19.75000 592.50| 18.00000 540.00| 18.00000 540.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 06/06/00 PAGE : 450 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,438,429.69 ROUTE : TOLL CALL ORDER : 450 CONTRACT ID : RT-24684-A COUNTIES : PORTER LETTING DATE : 05/23/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1035700 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |BUCKO CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 801-06775 LUMP| 14350.00000 14350.00| 13000.00000 13000.00| 37265.00000 37265.00 MAINTAINING TRAFFIC | | | 0015 808-75007 27990.000 m | 0.22000 6157.80| 0.20000 5598.00| 0.20000 5598.00 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0016 808-75047 13360.000 m | 0.22000 2939.20| 0.20000 2672.00| 0.20000 2672.00 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0017 808-75996 440.000 EACH| 1.85000 814.00| 4.00000 1760.00| 4.70000 2068.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0018 808-75998 440.000 EACH| 25.30000 11132.00| 23.00000 10120.00| 23.00000 10120.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0019 808-96075 6680.000 m | 1.93000 12892.40| 1.75000 11690.00| 1.75000 11690.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | SECTION TOTALS | $ 910,903.40| $ 952,099.63| $ 1,253,460.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 910,903.40| $ 952,099.63| $ 1,253,460.43 ====================================================================================================================================