INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 291 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,109,418.09 ROUTE : 90 CALL ORDER : 291 CONTRACT ID : RT-24401-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL CONTRACT TIME : 11/15/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 4,475,000.00 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 5,362,720.31 119.8373% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 5,897,695.60 131.7920% 4 35-1106884 ELLAS CONSTRUCTION CO $ 6,264,941.41 139.9986% ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOLL PLAZA MODIFICATION | | | 0001 105-01925 6.000 MOS | 1944.25000 11665.50| 3000.00000 18000.00| 2925.00000 17550.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 14963.35000 14963.35| 650000.00000 650000.00| 11364.00000 11364.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 200000.00000 200000.00| 547603.27000 547603.27| 234338.00000 234338.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 42400.000 m2 | 5.29000 224296.00| 1.00000 42400.00| 8.40000 356160.00 PAVEMENT, REMOVE | | | 0005 202-02241 247.000 m | 10.85000 2679.95| 10.85000 2679.95| 12.35000 3050.45 GUARDRAIL, REMOVE | | | 0006 202-02278 315.000 m | 6.72000 2116.80| 11.65000 3669.75| 0.01000 3.15 CURB, CONCRETE, REMOVE | | | 0007 202-05677 16.000 EACH| 965.95000 15455.20| 10000.00000 160000.00| 2500.00000 40000.00 BARRIER ISLAND, REMOVE | | | 0008 202-52710 350.000 m2 | 4.05000 1417.50| 10.00000 3500.00| 10.80000 3780.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 10600.000 m3 | 8.09000 85754.00| 22.00000 233200.00| 15.60000 165360.00 EXCAVATION, COMMON | | | 0010 203-60778 LUMP| 4552.77000 4552.77| 20000.00000 20000.00| 28000.00000 28000.00 GRADING | | | 0011 210-05839 LUMP| 5129.45000 5129.45| 10000.00000 10000.00| 5900.00000 5900.00 TEMPORARY LANE CONTROLLER LIGHTS, CLINE | | | AVE. | | | 0012 210-05839 LUMP| 8549.08000 8549.08| 15000.00000 15000.00| 9800.00000 9800.00 TEMPORARY LANE CONTROLLER LIGHTS, GARY | | | EAST | | | 0013 210-05839 LUMP| 2567.72000 2567.72| 9000.00000 9000.00| 3000.00000 3000.00 TEMPORARY PLAZA LIGHTING, CLINE AVE. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 291 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,109,418.09 ROUTE : 90 CALL ORDER : 291 CONTRACT ID : RT-24401-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 210-05839 LUMP| 4279.54000 4279.54| 12000.00000 12000.00| 5000.00000 5000.00 TEMPORARY PLAZA LIGHTING, GARY EAST | | | 0015 210-05873 LUMP| 26500.00000 26500.00| 22000.00000 22000.00| 35000.00000 35000.00 TESTING OF MATERIALS | | | 0016 210-06382 LUMP| 200000.00000 200000.00| 250000.00000 250000.00| 210000.00000 210000.00 CANOPY 1, 18.38 m X 31.13 m | | | 0017 210-06382 LUMP| 175000.00000 175000.00| 245000.00000 245000.00| 220000.00000 220000.00 CANOPY 2, 18.38 m X 27.42 m | | | 0018 210-06382 LUMP| 250000.00000 250000.00| 300000.00000 300000.00| 270000.00000 270000.00 CANOPY 3, 18.38 m X 41.8 m | | | 0019 210-06382 LUMP| 230000.00000 230000.00| 295000.00000 295000.00| 280000.00000 280000.00 CANOPY 4, 18.38 m X 39.62 m | | | 0020 210-06382 LUMP| 18908.68000 18908.68| 125000.00000 125000.00| 200000.00000 200000.00 CANOPY DEMOLITION AND REMOVAL | | | 0021 210-06709 8.000 EACH| 6965.00000 55720.00| 6965.00000 55720.00| 7900.00000 63200.00 AUTOMATIC COIN MACHINE ENCLOSURES | | | 0022 210-06717 LUMP| 16615.00000 16615.00| 33500.00000 33500.00| 17000.00000 17000.00 ENVIRONMENTAL PLAZA CLEANING | | | 0023 210-07000 2.000 EACH| 4271.00000 8542.00| 8823.08000 17646.16| 4850.00000 9700.00 AUTOMATIC COIN MACHINE , TEMPORARY | | | 0024 210-07001 2000.000 EACH| 32.50000 65000.00| 32.50000 65000.00| 19.00000 38000.00 VEGETATION CONTROL TILES | | | 0025 304-06464 4132.000 m3 | 20.64000 85284.48| 1.50000 6198.00| 43.00000 177676.00 SUBBASE FOR PCCP 53D SLAG | | | 0026 304-06464 6198.000 m3 | 17.22000 106729.56| 1.50000 9297.00| 25.00000 154950.00 SUBBASE FOR PCCP NO. 8 SLAG | | | 0027 501-05240 9400.000 m | 20.82000 195708.00| 0.50000 4700.00| 33.00000 310200.00 CONTRACTION JOINT, D1 | | | 0028 501-05310 100.000 m | 49.63000 4963.00| 60.00000 6000.00| 68.00000 6800.00 TERMINAL JOINT | | | 0029 501-51940 1768.000 m | 3.37000 5958.16| 8.70000 15381.60| 15.00000 26520.00 PREFORMED JOINT MATERIAL, 25 mm | | | 0030 502-06327 41370.000 m2 | 30.22000 1250201.40| 10.00000 413700.00| 32.00000 1323840.00 PCCP, 250 mm , REINFORCED, CLASS C | | | 0031 601-01522 1.000 EACH| 1515.00000 1515.00| 1515.00000 1515.00| 1750.00000 1750.00 GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-05011 16.000 EACH| 10595.40000 169526.40| 29400.00000 470400.00| 20000.00000 320000.00 BARRIER ISLAND TYPE I, 49 m LENGTH | | | 0033 601-99105 239.000 m | 37.50000 8962.50| 37.50000 8962.50| 42.00000 10038.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-05682 400.000 m | 75.00000 30000.00| 92.04000 36816.00| 115.00000 46000.00 TEMPORARY BARRIER, WATER FILLED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 291 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,109,418.09 ROUTE : 90 CALL ORDER : 291 CONTRACT ID : RT-24401-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 603-04244 20.000 EACH| 3290.91000 65818.20| 3399.20000 67984.00| 3800.00000 76000.00 GATE | | | 0036 603-04244 20.000 EACH| 165.00000 3300.00| 170.43000 3408.60| 200.00000 4000.00 GATE , REMOVE | | | 0037 604-06070 350.000 m2 | 27.30000 9555.00| 31.31000 10958.50| 53.00000 18550.00 SIDEWALK, CONCRETE | | | 0038 605-06100 315.000 m | 28.43000 8955.45| 31.25000 9843.75| 40.00000 12600.00 CURB, INTEGRAL, C, CONCRETE | | | 0039 712-04784 4.000 EACH| 1281.03000 5124.12| 1500.00000 6000.00| 2500.00000 10000.00 STRUCTURE , WALKBRIDGE | | | 0040 715-05053 45.000 m | 26.98000 1214.10| 57.33000 2579.85| 145.00000 6525.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0041 715-35000 2446.000 m | 5.34000 13061.64| 6.71000 16412.66| 37.00000 90502.00 PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0042 715-92037 126.000 m | 25.32000 3190.32| 57.15000 7200.90| 125.00000 15750.00 PIPE, PVC, 100 mm | | | 0043 718-06529 3.000 EACH| 142.47000 427.41| 419.18000 1257.54| 2490.00000 7470.00 OUTLET PROTECTOR, 2 | | | 0044 718-52610 950.000 m3 | 14.94000 14193.00| 22.97000 21821.50| 42.80000 40660.00 AGGREGATE FOR UNDERDRAINS | | | 0045 718-99153 4872.000 m2 | 0.73000 3556.56| 1.33000 6479.76| 3.85000 18757.20 GEOTEXTILES FOR UNDERDRAIN | | | 0046 720-44000 12.000 EACH| 101.35000 1216.20| 465.20000 5582.40| 260.00000 3120.00 CASTING, ADJUST TO GRADE | | | 0047 728-98377 LUMP| 48402.38000 48402.38| 67079.64000 67079.64| 33800.00000 33800.00 MASONRY COATING | | | 0048 801-01093 4.000 EACH| 1092.00000 4368.00| 1500.00000 6000.00| 1240.00000 4960.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY FLASHING 45 mph | | | 0049 801-06606 12.000 EACH| 96.00000 1152.00| 250.00000 3000.00| 109.00000 1308.00 BARRICADE, IIIB | | | 0050 801-06640 23.000 EACH| 98.00000 2254.00| 125.00000 2875.00| 100.00000 2300.00 CONSTRUCTION SIGN, A | | | 0051 801-06710 360.000 DAY | 13.00000 4680.00| 18.00000 6480.00| 17.00000 6120.00 FLASHING ARROW SIGN | | | 0052 801-06775 LUMP| 8280.00000 8280.00| 155000.00000 155000.00| 9035.00000 9035.00 MAINTAINING TRAFFIC | | | 0053 801-09133 6.000 EACH| 5300.00000 31800.00| 9000.00000 54000.00| 6005.00000 36030.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0054 802-03896 16.000 EACH| 266.63000 4266.08| 50.68000 810.88| 330.00000 5280.00 BOLLARD , REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 291 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,109,418.09 ROUTE : 90 CALL ORDER : 291 CONTRACT ID : RT-24401-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 36-2231526 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 804-93726 32.000 EACH| 4.00000 128.00| 4.00000 128.00| 4.50000 144.00 DELINEATOR HIGH IMPACT, GUARDRAIL, | | | WHITE | | | 0056 805-06722 8.000 EACH| 45556.81000 364454.48| 47055.88000 376447.04| 51770.00000 414160.00 MESSAGE BOARD , PROGRAMMABLE | | | 0057 805-78746 398.000 m | 81.57000 32464.86| 84.25000 33531.50| 92.70000 36894.60 PREFORMED LOOP DETECTORS | | | 0058 805-92455 24.000 EACH| 958.77000 23010.48| 990.32000 23767.68| 1090.00000 26160.00 FLASHER BEACON ASSEMBLY | | | 0059 807-04866 24.000 EACH| 802.77000 19266.48| 829.19000 19900.56| 912.20000 21892.80 LUMINAIRE , 175 WATT, MH, DAMP LOCATION | | | 0060 807-04962 20.000 EACH| 2789.41000 55788.20| 2881.20000 57624.00| 3170.00000 63400.00 LIGHT , LANE CONTROLLER | | | 0061 807-86600 32.000 EACH| 879.23000 28135.36| 908.16000 29061.12| 1000.00000 32000.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 100 WATT | | | 0062 900-05012 16.000 EACH| 6837.06000 109392.96| 9000.00000 144000.00| 7700.00000 123200.00 TREADLES AND FRAMES | | | 0063 503-03489 222.000 EACH| 4.72000 1047.84| 7.52000 1669.44| 11.70000 2597.40 RETROFITTED TIE BARS | | | 0064 709-51821 LUMP| 117935.84000 117935.84| 112926.76000 112926.76| 170500.00000 170500.00 SURFACE SEAL , HORSEYSET | | | SECTION TOTALS | $ 4,475,000.00| $ 5,362,720.31| $ 5,897,695.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,475,000.00| $ 5,362,720.31| $ 5,897,695.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 291 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,109,418.09 ROUTE : 90 CALL ORDER : 291 CONTRACT ID : RT-24401-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 TOLL PLAZA MODIFICATION | | | 0001 105-01925 6.000 MOS | 1700.00000 10200.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 39000.00000 39000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 310000.00000 310000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 42400.000 m2 | 6.00000 254400.00| | PAVEMENT, REMOVE | | | 0005 202-02241 247.000 m | 13.00000 3211.00| | GUARDRAIL, REMOVE | | | 0006 202-02278 315.000 m | 5.50000 1732.50| | CURB, CONCRETE, REMOVE | | | 0007 202-05677 16.000 EACH| 2100.00000 33600.00| | BARRIER ISLAND, REMOVE | | | 0008 202-52710 350.000 m2 | 6.00000 2100.00| | SIDEWALK, CONCRETE, REMOVE | | | 0009 203-02000 10600.000 m3 | 12.00000 127200.00| | EXCAVATION, COMMON | | | 0010 203-60778 LUMP| 9400.00000 9400.00| | GRADING | | | 0011 210-05839 LUMP| 5130.00000 5130.00| | TEMPORARY LANE CONTROLLER LIGHTS, CLINE | | | AVE. | | | 0012 210-05839 LUMP| 8550.00000 8550.00| | TEMPORARY LANE CONTROLLER LIGHTS, GARY | | | EAST | | | 0013 210-05839 LUMP| 2568.00000 2568.00| | TEMPORARY PLAZA LIGHTING, CLINE AVE. | | | 0014 210-05839 LUMP| 4280.00000 4280.00| | TEMPORARY PLAZA LIGHTING, GARY EAST | | | 0015 210-05873 LUMP| 26500.00000 26500.00| | TESTING OF MATERIALS | | | 0016 210-06382 LUMP| 275000.00000 275000.00| | CANOPY 1, 18.38 m X 31.13 m | | | 0017 210-06382 LUMP| 275000.00000 275000.00| | CANOPY 2, 18.38 m X 27.42 m | | | 0018 210-06382 LUMP| 300000.00000 300000.00| | CANOPY 3, 18.38 m X 41.8 m | | | 0019 210-06382 LUMP| 300000.00000 300000.00| | CANOPY 4, 18.38 m X 39.62 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 291 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,109,418.09 ROUTE : 90 CALL ORDER : 291 CONTRACT ID : RT-24401-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 210-06382 LUMP| 200000.00000 200000.00| | CANOPY DEMOLITION AND REMOVAL | | | 0021 210-06709 8.000 EACH| 9100.00000 72800.00| | AUTOMATIC COIN MACHINE ENCLOSURES | | | 0022 210-06717 LUMP| 16615.00000 16615.00| | ENVIRONMENTAL PLAZA CLEANING | | | 0023 210-07000 2.000 EACH| 4300.00000 8600.00| | AUTOMATIC COIN MACHINE , TEMPORARY | | | 0024 210-07001 2000.000 EACH| 32.50000 65000.00| | VEGETATION CONTROL TILES | | | 0025 304-06464 4132.000 m3 | 23.50000 97102.00| | SUBBASE FOR PCCP 53D SLAG | | | 0026 304-06464 6198.000 m3 | 21.50000 133257.00| | SUBBASE FOR PCCP NO. 8 SLAG | | | 0027 501-05240 9400.000 m | 19.10000 179540.00| | CONTRACTION JOINT, D1 | | | 0028 501-05310 100.000 m | 90.00000 9000.00| | TERMINAL JOINT | | | 0029 501-51940 1768.000 m | 6.85000 12110.80| | PREFORMED JOINT MATERIAL, 25 mm | | | 0030 502-06327 41370.000 m2 | 48.70000 2014719.00| | PCCP, 250 mm , REINFORCED, CLASS C | | | 0031 601-01522 1.000 EACH| 1515.00000 1515.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0032 601-05011 16.000 EACH| 19265.00000 308240.00| | BARRIER ISLAND TYPE I, 49 m LENGTH | | | 0033 601-99105 239.000 m | 37.50000 8962.50| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-05682 400.000 m | 97.60000 39040.00| | TEMPORARY BARRIER, WATER FILLED | | | 0035 603-04244 20.000 EACH| 3290.00000 65800.00| | GATE | | | 0036 603-04244 20.000 EACH| 165.00000 3300.00| | GATE , REMOVE | | | 0037 604-06070 350.000 m2 | 38.60000 13510.00| | SIDEWALK, CONCRETE | | | 0038 605-06100 315.000 m | 31.25000 9843.75| | CURB, INTEGRAL, C, CONCRETE | | | 0039 712-04784 4.000 EACH| 2500.00000 10000.00| | STRUCTURE , WALKBRIDGE | | | 0040 715-05053 45.000 m | 46.60000 2097.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 291 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,109,418.09 ROUTE : 90 CALL ORDER : 291 CONTRACT ID : RT-24401-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-35000 2446.000 m | 14.00000 34244.00| | PIPE, DRAINTILE, CLASS EXTRA QUALITY, | | | 150 mm | | | 0042 715-92037 126.000 m | 37.00000 4662.00| | PIPE, PVC, 100 mm | | | 0043 718-06529 3.000 EACH| 487.00000 1461.00| | OUTLET PROTECTOR, 2 | | | 0044 718-52610 950.000 m3 | 28.20000 26790.00| | AGGREGATE FOR UNDERDRAINS | | | 0045 718-99153 4872.000 m2 | 2.25000 10962.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0046 720-44000 12.000 EACH| 250.00000 3000.00| | CASTING, ADJUST TO GRADE | | | 0047 728-98377 LUMP| 44200.00000 44200.00| | MASONRY COATING | | | 0048 801-01093 4.000 EACH| 1092.00000 4368.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY FLASHING 45 mph | | | 0049 801-06606 12.000 EACH| 96.00000 1152.00| | BARRICADE, IIIB | | | 0050 801-06640 23.000 EACH| 98.00000 2254.00| | CONSTRUCTION SIGN, A | | | 0051 801-06710 360.000 DAY | 13.00000 4680.00| | FLASHING ARROW SIGN | | | 0052 801-06775 LUMP| 23280.00000 23280.00| | MAINTAINING TRAFFIC | | | 0053 801-09133 6.000 EACH| 5300.00000 31800.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0054 802-03896 16.000 EACH| 300.00000 4800.00| | BOLLARD , REMOVE | | | 0055 804-93726 32.000 EACH| 4.00000 128.00| | DELINEATOR HIGH IMPACT, GUARDRAIL, | | | WHITE | | | 0056 805-06722 8.000 EACH| 45560.00000 364480.00| | MESSAGE BOARD , PROGRAMMABLE | | | 0057 805-78746 398.000 m | 81.57000 32464.86| | PREFORMED LOOP DETECTORS | | | 0058 805-92455 24.000 EACH| 959.00000 23016.00| | FLASHER BEACON ASSEMBLY | | | 0059 807-04866 24.000 EACH| 803.00000 19272.00| | LUMINAIRE , 175 WATT, MH, DAMP LOCATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 291 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 6,109,418.09 ROUTE : 90 CALL ORDER : 291 CONTRACT ID : RT-24401-A COUNTIES : LAKE LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1106884 | | |ELLAS CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 807-04962 20.000 EACH| 2790.00000 55800.00| | LIGHT , LANE CONTROLLER | | | 0061 807-86600 32.000 EACH| 880.00000 28160.00| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 100 WATT | | | 0062 900-05012 16.000 EACH| 7621.00000 121936.00| | TREADLES AND FRAMES | | | 0063 503-03489 222.000 EACH| 14.00000 3108.00| | RETROFITTED TIE BARS | | | 0064 709-51821 LUMP| 160000.00000 160000.00| | SURFACE SEAL , HORSEYSET | | | SECTION TOTALS | $ 6,264,941.41| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,264,941.41| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 295 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,715,997.49 ROUTE : 90 CALL ORDER : 295 CONTRACT ID : RT-25654-A COUNTIES : LAPORTE PORTER LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL ST. JOSEPH CONTRACT TIME : 06/30/01 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 $ 1,841,680.40 100.0000% 2 35-1120685 WALSH & KELLY, INC. $ 1,997,889.55 108.4818% 3 35-1185040 NIBLOCK EXCAVATING, INC. $ 2,044,080.85 110.9899% 4 35-1065659 BROOKS CONSTRUCTION $ 2,105,369.10 114.3178% 5 38-1599369 KLETT CONSTRUCTION CO $ 2,405,925.70 130.6375% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 45000.00000 45000.00| 100000.00000 100000.00| 97000.00000 97000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 507045.000 m2 | 0.21000 106479.45| 0.42000 212958.90| 0.32000 162254.40 SURFACE MILLING, ASPHALT | | | 0003 401-05467 16740.000 m | 0.37000 6193.80| 0.40000 6696.00| 0.67000 11215.80 MILLED HMA CORRUGATIONS | | | 0004 402-05495 45390.000 Mg | 33.20000 1506948.00| 33.65000 1527373.50| 35.45000 1609075.50 HMA WEDGE AND LEVEL | | | 0005 406-05520 140.000 Mg | 260.50000 36470.00| 240.00000 33600.00| 225.00000 31500.00 ASPHALT FOR TACK COAT | | | 0006 801-01093 4.000 EACH| 360.00000 1440.00| 360.00000 1440.00| 550.00000 2200.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0007 801-06640 32.000 EACH| 98.00000 3136.00| 98.00000 3136.00| 115.00000 3680.00 CONSTRUCTION SIGN, A | | | 0008 801-06710 45.000 DAY | 13.00000 585.00| 13.00000 585.00| 19.00000 855.00 FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 35000.00000 35000.00| 15800.00000 15800.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | | 0010 808-75007 75720.000 m | 0.22000 16658.40| 0.22000 16658.40| 0.22000 16658.40 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0011 808-75047 41925.000 m | 0.22000 9223.50| 0.22000 9223.50| 0.22000 9223.50 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0012 808-75996 1376.000 EACH| 6.00000 8256.00| 3.00000 4128.00| 3.00000 4128.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 295 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,715,997.49 ROUTE : 90 CALL ORDER : 295 CONTRACT ID : RT-25654-A COUNTIES : LAPORTE PORTER LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL ST. JOSEPH SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1120685 |(3) 35-1185040 |RIETH RILEY CONSTRUCTION |WALSH & KELLY |NIBLOCK EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 808-75998 1376.000 EACH| 21.50000 29584.00| 21.50000 29584.00| 21.50000 29584.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0014 808-96075 20975.000 m | 1.75000 36706.25| 1.75000 36706.25| 1.75000 36706.25 LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | SECTION TOTALS | $ 1,841,680.40| $ 1,997,889.55| $ 2,044,080.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,841,680.40| $ 1,997,889.55| $ 2,044,080.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 295 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,715,997.49 ROUTE : 90 CALL ORDER : 295 CONTRACT ID : RT-25654-A COUNTIES : LAPORTE PORTER LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL ST. JOSEPH SET-ASIDE : ==================================================================================================================================== |(4) 35-1065659 |(5) 38-1599369 | |BROOKS CONSTRUCTION |KLETT CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT WEDGE AND LEVEL | | | 0001 110-01001 LUMP| 106200.00000 106200.00| 55000.00000 55000.00| MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 507045.000 m2 | 0.33000 167324.85| 0.55000 278874.75| SURFACE MILLING, ASPHALT | | | 0003 401-05467 16740.000 m | 0.70000 11718.00| 0.55000 9207.00| MILLED HMA CORRUGATIONS | | | 0004 402-05495 45390.000 Mg | 35.12000 1594096.80| 41.88000 1900933.20| HMA WEDGE AND LEVEL | | | 0005 406-05520 140.000 Mg | 110.23000 15432.20| 210.00000 29400.00| ASPHALT FOR TACK COAT | | | 0006 801-01093 4.000 EACH| 360.00000 1440.00| 550.00000 2200.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0007 801-06640 32.000 EACH| 98.00000 3136.00| 115.00000 3680.00| CONSTRUCTION SIGN, A | | | 0008 801-06710 45.000 DAY | 13.00000 585.00| 19.00000 855.00| FLASHING ARROW SIGN | | | 0009 801-06775 LUMP| 112865.00000 112865.00| 37500.00000 37500.00| MAINTAINING TRAFFIC | | | 0010 808-75007 75720.000 m | 0.20000 15144.00| 0.20000 15144.00| LINE, PAINT, SOLID, WHITE, 150 mm | | | 0011 808-75047 41925.000 m | 0.20000 8385.00| 0.20000 8385.00| LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0012 808-75996 1376.000 EACH| 2.00000 2752.00| 3.00000 4128.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0013 808-75998 1376.000 EACH| 21.50000 29584.00| 25.00000 34400.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0014 808-96075 20975.000 m | 1.75000 36706.25| 1.25000 26218.75| LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | SECTION TOTALS | $ 2,105,369.10| $ 2,405,925.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,105,369.10| $ 2,405,925.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 419 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,336,080.95 ROUTE : I-90 CALL ORDER : 419 CONTRACT ID : BT-25216-A COUNTIES : ST. JOSEPH LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL CONTRACT TIME : 11/01/01 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 $ 794,000.00 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 937,265.99 118.0435% 3 35-1212938 ATLAS EXCAVATING, INC. $ 1,036,891.85 130.5909% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-01925 6.000 MOS | 836.50000 5019.00| 1732.75000 10396.50| 1200.00000 7200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7337.80000 7337.80| 2110.72000 2110.72| 6500.00000 6500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39700.00000 39700.00| 46626.27000 46626.27| 53000.00000 53000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 500.00000 500.00| 1310.99000 1310.99| 6000.00000 6000.00 CLEARING RIGHT OF WAY , STR. 31-3 | | | 0005 201-52370 LUMP| 500.00000 500.00| 2516.94000 2516.94| 6000.00000 6000.00 CLEARING RIGHT OF WAY , STR. 31-5 | | | 0006 202-01066 921.000 m2 | 25.00000 23025.00| 30.47000 28062.87| 33.00000 30393.00 HYDRO DEMOLITION | | | 0007 202-02241 1578.000 m | 9.10000 14359.80| 9.10000 14359.80| 5.00000 7890.00 GUARDRAIL, REMOVE | | | 0008 202-51328 LUMP| 1000.00000 1000.00| 23287.44000 23287.44| 33300.00000 33300.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. 31-3 | | | 0009 202-51328 LUMP| 1000.00000 1000.00| 26613.91000 26613.91| 33300.00000 33300.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. 31-5 | | | 0010 202-51822 1039.000 m2 | 3.00000 3117.00| 6.31000 6556.09| 4.50000 4675.50 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 843.000 m2 | 2.00000 1686.00| 5.23000 4408.89| 4.10000 3456.30 SURFACE MILLING, ASPHALT | | | 0012 202-91385 8.000 EACH| 75.00000 600.00| 396.61000 3172.88| 300.00000 2400.00 INLET, REMOVE | | | 0013 202-99187 200.000 m | 5.00000 1000.00| 5.00000 1000.00| 5.30000 1060.00 FENCE, FARM FIELD, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 419 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,336,080.95 ROUTE : I-90 CALL ORDER : 419 CONTRACT ID : BT-25216-A COUNTIES : ST. JOSEPH LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 203-02000 120.000 m3 | 15.00000 1800.00| 17.60000 2112.00| 40.00000 4800.00 EXCAVATION, COMMON | | | 0015 203-02070 765.000 m3 | 10.00000 7650.00| 18.60000 14229.00| 0.01000 7.65 BORROW | | | 0016 203-02080 0.535 km | 5000.00000 2675.00| 2839.07000 1518.90| 5000.00000 2675.00 LINEAR GRADING | | | 0017 205-02224 100.000 m | 5.56000 556.00| 5.56000 556.00| 9.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0018 206-51230 14.600 m3 | 35.00000 511.00| 104.03000 1518.84| 100.00000 1460.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0019 211-02060 25.800 m3 | 17.50000 451.50| 27.63000 712.85| 53.00000 1367.40 B BORROW FOR STRUCTURE BACKFILL | | | 0020 212-06282 154.000 m3 | 6.00000 924.00| 13.31000 2049.74| 30.00000 4620.00 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0021 303-52308 220.000 Mg | 15.00000 3300.00| 16.40000 3608.00| 20.00000 4400.00 COMPACTED AGGREGATE, O, 53 | | | 0022 406-05521 6122.000 m2 | 0.21000 1285.62| 0.21000 1285.62| 0.25000 1530.50 ASPHALT FOR TACK COAT | | | 0023 601-01522 8.000 EACH| 1210.00000 9680.00| 1210.00000 9680.00| 1320.00000 10560.00 GUARDRAIL TRANSITION TYPE TGB | | | 0024 601-06233 4.000 EACH| 7310.00000 29240.00| 7310.00000 29240.00| 7100.00000 28400.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0025 601-94689 12.000 EACH| 2210.00000 26520.00| 2210.00000 26520.00| 2400.00000 28800.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-99105 1562.100 m | 30.10000 47019.21| 30.10000 47019.21| 31.50000 49206.15 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0027 601-99123 4.000 EACH| 1910.00000 7640.00| 1910.00000 7640.00| 2100.00000 8400.00 GUARDRAIL TRANSITION, GP | | | 0028 602-06729 40.000 EACH| 6.11000 244.40| 6.00000 240.00| 10.00000 400.00 BARRIER DELINEATOR | | | 0029 603-01891 8.000 EACH| 160.00000 1280.00| 100.00000 800.00| 110.00000 880.00 FENCE GATE, CHAIN LINK, SECURITY, 1820 | | | mm X 3.7 m | | | 0030 603-06040 200.000 m | 28.00000 5600.00| 20.00000 4000.00| 27.00000 5400.00 FENCE, FARM FIELD, 1190 mm | | | 0031 603-06045 234.000 m | 44.00000 10296.00| 35.00000 8190.00| 42.00000 9828.00 FENCE, CHAIN LINK, 1220 mm | | | 0032 603-92636 50.000 m | 36.00000 1800.00| 25.00000 1250.00| 29.00000 1450.00 FENCE, CHAIN LINK, 1830 mm | | | 0033 605-05523 624.000 m | 14.80000 9235.20| 14.80000 9235.20| 16.00000 9984.00 CURB, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 419 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,336,080.95 ROUTE : I-90 CALL ORDER : 419 CONTRACT ID : BT-25216-A COUNTIES : ST. JOSEPH LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 610-05527 1125.000 Mg | 49.23000 55383.75| 49.23000 55383.75| 59.00000 66375.00 HMA FOR APPROACHES | | | 0035 615-06336 2.000 EACH| 264.30000 528.60| 1000.00000 2000.00| 900.00000 1800.00 MONUMENT , GPS | | | 0036 615-06505 1.000 EACH| 264.30000 264.30| 140.00000 140.00| 350.00000 350.00 MONUMENT, B | | | 0037 615-06515 1.000 EACH| 264.30000 264.30| 140.00000 140.00| 165.00000 165.00 MONUMENT, D | | | 0038 616-02320 4300.000 m2 | 1.25000 5375.00| 2.58000 11094.00| 4.60000 19780.00 GEOTEXTILES | | | 0039 616-06451 3483.000 Mg | 20.00000 69660.00| 26.60000 92647.80| 27.00000 94041.00 RIPRAP, UNIFORM | | | 0040 619-04414 8.000 EACH| 100.00000 800.00| 312.13000 2497.04| 400.00000 3200.00 DRAIN EXTENSION | | | 0041 619-51859 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 4200.00000 4200.00 PAINT STEEL BRIDGE , STR. 31-3 | | | 0042 619-51859 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 4200.00000 4200.00 PAINT STEEL BRIDGE , STR. 31-5 | | | 0043 619-61000 LUMP| 14000.00000 14000.00| 14000.00000 14000.00| 21000.00000 21000.00 CLEAN STEEL BRIDGE , STR. 31-3 | | | 0044 619-61000 LUMP| 14000.00000 14000.00| 14000.00000 14000.00| 21000.00000 21000.00 CLEAN STEEL BRIDGE , STR. 31-5 | | | 0045 619-93423 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 3800.00000 3800.00 POLLUTION CONTROL , STR. 31-3 | | | 0046 619-93423 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 3800.00000 3800.00 POLLUTION CONTROL , STR. 31-5 | | | 0047 621-06574 2330.000 m2 | 3.28000 7642.40| 3.28000 7642.40| 3.50000 8155.00 SODDING | | | 0048 702-51005 18.300 m3 | 350.00000 6405.00| 379.91000 6952.35| 625.00000 11437.50 CONCRETE, A, SUBSTRUCTURE | | | 0049 702-51110 696.000 kg | 10.00000 6960.00| 12.89000 8971.44| 4.20000 2923.20 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0050 702-51863 2432.000 EACH| 6.50000 15808.00| 7.06000 17169.92| 8.20000 19942.40 FIELD DRILLED HOLE IN CONCRETE | | | 0051 702-92857 6.900 m3 | 850.00000 5865.00| 350.00000 2415.00| 950.00000 6555.00 CONCRETE, C, SUBSTRUCTURE | | | 0052 703-96177 13242.000 kg | 1.20000 15890.40| 1.31000 17347.02| 1.65000 21849.30 REINFORCING STEEL, EPOXY COATED, GRADE | | | 60 | | | 0053 704-51002 72.400 m3 | 275.00000 19910.00| 531.86000 38506.66| 325.00000 23530.00 CONCRETE, C, SUPERSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 419 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,336,080.95 ROUTE : I-90 CALL ORDER : 419 CONTRACT ID : BT-25216-A COUNTIES : ST. JOSEPH LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 706-51020 48.300 m3 | 425.00000 20527.50| 662.36000 31991.99| 400.00000 19320.00 CONCRETE, C, RAILING | | | 0055 707-97611 32.000 EACH| 650.00000 20800.00| 696.55000 22289.60| 900.00000 28800.00 BEARING ASSEMBLY, ELASTOMERIC, FIXED | | | 0056 708-51813 10.000 m2 | 680.00000 6800.00| 1000.00000 10000.00| 165.00000 1650.00 PNEUMATICALLY PLACED MORTAR | | | 0057 708-51814 10.000 m2 | 30.00000 300.00| 20.00000 200.00| 3.60000 36.00 WELDED STEEL WIRE FABRIC | | | 0058 709-51821 LUMP| 2500.00000 2500.00| 2745.52000 2745.52| 6500.00000 6500.00 SURFACE SEAL , STR. 31-3 | | | 0059 709-51821 LUMP| 2500.00000 2500.00| 2864.52000 2864.52| 6500.00000 6500.00 SURFACE SEAL , STR. 31-5 | | | 0060 711-01786 256.000 EACH| 15.00000 3840.00| 2.00000 512.00| 19.00000 4864.00 STRUCTURAL STEEL DRILLING, 25 mm DIA. | | | HOLE | | | 0061 711-06055 32.000 EACH| 310.00000 9920.00| 345.00000 11040.00| 950.00000 30400.00 COVER PLATE | | | 0062 711-51864 272.000 EACH| 15.00000 4080.00| 10.00000 2720.00| 19.00000 5168.00 DRILLED HOLE | | | 0063 711-51877 LUMP| 12500.00000 12500.00| 6200.00000 6200.00| 21000.00000 21000.00 JACKING AND SUPPORTING BEAMS , STR. 31-3| | | 0064 711-51877 LUMP| 12500.00000 12500.00| 6200.00000 6200.00| 21000.00000 21000.00 JACKING AND SUPPORTING BEAMS , STR. 31-5| | | 0065 715-05118 200.000 m | 51.83000 10366.00| 68.66000 13732.00| 100.00000 20000.00 PIPE, TYPE 1, CIRCULAR, 300 mm | | | 0066 715-97559 4.000 EACH| 2280.21000 9120.84| 3887.99000 15551.96| 3800.00000 15200.00 GRATED BOX END SECTION, II, 10:1, 300 mm| | | 0067 720-90984 1.000 EACH| 1143.50000 1143.50| 1090.72000 1090.72| 1900.00000 1900.00 MANHOLE, C2 | | | 0068 722-01055 46.000 m2 | 50.00000 2300.00| 137.36000 6318.56| 120.00000 5520.00 BRIDGE DECK PATCHING, PARTIAL DEPTH, | | | MICROSILICA | | | 0069 722-01061 921.000 m2 | 34.00000 31314.00| 26.55000 24452.55| 31.00000 28551.00 BRIDGE DECK OVERLAY, MICROSILICA | | | 0070 722-51401 6.000 m2 | 300.00000 1800.00| 481.15000 2886.90| 420.00000 2520.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0071 722-96912 10.200 m3 | 132.00000 1346.40| 132.00000 1346.40| 132.00000 1346.40 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0072 724-51925 91.000 m | 480.00000 43680.00| 300.03000 27302.73| 290.00000 26390.00 STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 419 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,336,080.95 ROUTE : I-90 CALL ORDER : 419 CONTRACT ID : BT-25216-A COUNTIES : ST. JOSEPH LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1212938 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 726-92406 32.000 EACH| 450.00000 14400.00| 707.35000 22635.20| 675.00000 21600.00 BEARING ASSEMBLY, ELASTOMERIC | | | 0074 728-98377 LUMP| 6170.00000 6170.00| 6170.00000 6170.00| 7000.00000 7000.00 MASONRY COATING , STR. 31-3 | | | 0075 728-98377 LUMP| 6170.00000 6170.00| 6170.00000 6170.00| 7000.00000 7000.00 MASONRY COATING , STR. 31-5 | | | 0076 801-01093 8.000 EACH| 600.00000 4800.00| 600.00000 4800.00| 660.00000 5280.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0077 801-04308 9.000 EACH| 139.00000 1251.00| 139.00000 1251.00| 155.00000 1395.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06198 40.000 DAY | 321.85000 12874.00| 505.46000 20218.40| 1.00000 40.00 PATROLLER | | | 0079 801-06605 8.000 EACH| 59.00000 472.00| 59.00000 472.00| 70.00000 560.00 BARRICADE, IIIA | | | 0080 801-06606 18.000 EACH| 95.00000 1710.00| 95.00000 1710.00| 110.00000 1980.00 BARRICADE, IIIB | | | 0081 801-06625 53.000 EACH| 89.00000 4717.00| 89.00000 4717.00| 110.00000 5830.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0082 801-06640 72.000 EACH| 79.00000 5688.00| 79.00000 5688.00| 120.00000 8640.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 8.000 EACH| 25.00000 200.00| 25.00000 200.00| 27.00000 216.00 CONSTRUCTION SIGN, B | | | 0084 801-06710 60.000 DAY | 18.00000 1080.00| 18.00000 1080.00| 19.00000 1140.00 FLASHING ARROW SIGN | | | 0085 801-06775 LUMP| 3000.00000 3000.00| 8790.00000 8790.00| 14000.00000 14000.00 MAINTAINING TRAFFIC | | | 0087 802-76055 74.340 m | 16.40000 1219.18| 16.40000 1219.18| 17.50000 1300.95 SIGN POST, A | | | 0088 804-93726 246.000 EACH| 3.10000 762.60| 3.10000 762.60| 3.40000 836.40 DELINEATOR , GUARDRAIL, WHITE | | | 0089 805-03083 134.000 m | 2.37000 317.58| 20.00000 2680.00| 19.00000 2546.00 CONDUIT, RIGID, P.V.C., 40 mm | | | 0090 808-06713 880.000 m | 0.65000 572.00| 0.65000 572.00| 0.60000 528.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0091 808-06714 880.000 m | 0.65000 572.00| 0.65000 572.00| 0.60000 528.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0092 802-76045 9.120 m2 | 151.00000 1377.12| 151.00000 1377.12| 160.00000 1459.20 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | SECTION TOTALS | $ 794,000.00| $ 937,265.99| $ 1,036,891.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 794,000.00| $ 937,265.99| $ 1,036,891.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/02/01 PAGE : 689 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 608,397.50 ROUTE : 90 CALL ORDER : 689 CONTRACT ID : TT-25653-A COUNTIES : VARIOUS LETTING DATE : 04/24/01 10:00 AM DISTRICT : TOLL CONTRACT TIME : 06/29/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1233573 OGLESBY CONSTRUCTION $ 295,976.12 100.0000% 2 52-2166771 CHEMI-TROL CHEMICAL CO $ 296,253.17 100.0936% 3 35-1452051 AIRMARKING COMPANY, INC. $ 375,032.80 126.7104% ==================================================================================================================================== |(1) 34-1233573 |(2) 52-2166771 |(3) 35-1452051 |OGLESBY CONSTRUCTION |CHEMI-TROL CHEMICAL CO |AIRMARKING COMPANY, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 REFLECTORIZED PAINTED PAVEMENT MARKINGS | | | 0001 110-01001 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 3500.00000 3500.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 801-06775 LUMP| 5000.00000 5000.00| 7500.00000 7500.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | | 0003 808-75002 6000.000 m | 0.40000 2400.00| 0.56960 3417.60| 0.24000 1440.00 LINE, PAINT, BROKEN, WHITE, 150 mm | | | 0004 808-75007 577750.000 m | 0.14000 80885.00| 0.15420 89089.05| 0.24000 138660.00 LINE, PAINT, SOLID, WHITE, 150 mm | | | 0005 808-75015 35000.000 m | 0.97000 33950.00| 0.35060 12271.00| 1.65000 57750.00 LINE, PAINT, SOLID, WHITE, 300 mm | | | 0006 808-75047 564000.000 m | 0.16000 90240.00| 0.17460 98474.40| 0.24000 135360.00 LINE, PAINT, SOLID, YELLOW, 150 mm | | | 0007 808-75072 3000.000 m | 7.40000 22200.00| 7.40000 22200.00| 3.40000 10200.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0008 808-96075 28968.000 m | 1.84000 53301.12| 1.84000 53301.12| 0.85000 24622.80 LINE, THERMOPLASTIC, BROKEN, WHITE, 150 | | | mm | | | SECTION TOTALS | $ 295,976.12| $ 296,253.17| $ 375,032.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 295,976.12| $ 296,253.17| $ 375,032.80 ====================================================================================================================================