INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 400 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,556.51 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25213-A COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : TOLL CONTRACT TIME : 03/01/01 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 $ 256,919.26 100.0000% 2 35-1035114 SUPERIOR CONSTRUCTION CO $ 272,751.75 106.1624% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 298,163.60 116.0534% 4 35-1212938 ATLAS EXCAVATING, INC. $ 330,425.42 128.6106% 5 35-1339168 LAPORTE CONSTRUCTION CO $ 332,340.74 129.3561% 6 35-1106884 ELLAS CONSTRUCTION CO $ 341,756.45 133.0209% 7 35-1068009 DYER CONSTRUCTION CO $ 360,024.18 140.1312% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1150.00000 6900.00| 1600.00000 9600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 2000.00000 2000.00| 12000.00000 12000.00| 3000.00000 3000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10400.00000 10400.00| 12000.00000 12000.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 447.000 m | 4.75000 2123.25| 12.50000 5587.50| 12.50000 5587.50 GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 133000.00000 133000.00| 127000.00000 127000.00| 166118.55000 166118.55 PRESENT STRUCTURE, REMOVE | | | 0006 211-02060 30.000 m3 | 5.00000 150.00| 35.00000 1050.00| 30.00000 900.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 308.000 Mg | 15.20000 4681.60| 23.25000 7161.00| 25.00000 7700.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 401-05467 800.000 m | 6.74000 5392.00| 5.85000 4680.00| 5.25000 4200.00 MILLED HMA CORRUGATIONS | | | 0009 402-05481 188.000 Mg | 75.00000 14100.00| 75.00000 14100.00| 65.00000 12220.00 HMA BASE 25.0 mm, SHOULDER | | | 0010 402-05492 63.000 Mg | 75.00000 4725.00| 75.00000 4725.00| 90.00000 5670.00 HMA SURFACE 12.5 mm, SHOULDER | | | 0011 405-05517 0.200 Mg | 1000.00000 200.00| 1000.00000 200.00| 1000.00000 200.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 0.200 Mg | 800.00000 160.00| 800.00000 160.00| 175.00000 35.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 400 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,556.51 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25213-A COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1035114 |(3) 35-0918397 |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-01522 2.000 EACH| 1180.00000 2360.00| 1260.00000 2520.00| 1260.00000 2520.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-99105 60.960 m | 37.00000 2255.52| 50.00000 3048.00| 50.00000 3048.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 602-06032 35.000 m | 145.29000 5085.15| 131.20000 4592.00| 375.00000 13125.00 BARRIER, MEDIAN, CONCRETE | | | 0016 602-06729 6.000 EACH| 5.89000 35.34| 7.00000 42.00| 7.00000 42.00 BARRIER DELINEATOR | | | 0017 603-06040 200.000 m | 16.50000 3300.00| 26.00000 5200.00| 26.00000 5200.00 FENCE, FARM FIELD, 1190 mm | | | 0018 621-01004 1.000 EACH| 875.00000 875.00| 875.00000 875.00| 875.00000 875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-02770 4210.000 m2 | 2.72000 11451.20| 2.72000 11451.20| 2.75000 11577.50 EROSION CONTROL BLANKET | | | 0020 621-06545 0.400 Mg | 667.00000 266.80| 667.00000 266.80| 667.00000 266.80 FERTILIZER | | | 0021 621-06548 5.000 kg | 66.00000 330.00| 66.00000 330.00| 66.00000 330.00 SEED MIXTURE, CV | | | 0022 621-06553 85.000 kg | 9.05000 769.25| 9.05000 769.25| 9.05000 769.25 SEED MIXTURE, R | | | 0023 621-06565 2.000 Mg | 727.00000 1454.00| 727.00000 1454.00| 727.00000 1454.00 MULCHING MATERIAL | | | 0024 715-04857 2.000 EACH| 887.91000 1775.82| 1175.00000 2350.00| 700.00000 1400.00 SAFETY METAL END SECTION, , 4:1, 600 mm | | | 0025 715-05123 66.000 m | 48.11000 3175.26| 125.00000 8250.00| 135.00000 8910.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0026 715-46020 1.000 EACH| 536.47000 536.47| 400.00000 400.00| 425.00000 425.00 PIPE END SECTION, 600 mm | | | 0027 715-97688 1.000 EACH| 6552.39000 6552.39| 4410.00000 4410.00| 5000.00000 5000.00 GRATED BOX END SECTION, II, 10:1, 600 mm| | | 0028 801-06775 LUMP| 28164.81000 28164.81| 27930.00000 27930.00| 12000.00000 12000.00 MAINTAINING TRAFFIC | | | 0029 808-74804 95.000 m | 15.76000 1497.20| 20.00000 1900.00| 6.00000 570.00 LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0030 808-96074 70.000 m | 15.76000 1103.20| 20.00000 1400.00| 6.00000 420.00 LINE, EPOXY, SOLID, YELLOW, 150 mm | | | SECTION TOTALS | $ 256,919.26| $ 272,751.75| $ 298,163.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 256,919.26| $ 272,751.75| $ 298,163.60 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 400 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,556.51 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25213-A COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1339168 |(6) 35-1106884 |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO |ELLAS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-06790 6.000 MOS | 650.00000 3900.00| 210.00000 1260.00| 500.00000 3000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 3972.87000 3972.87| 1600.00000 1600.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 16617.18000 16617.18| 16000.00000 16000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 447.000 m | 7.30000 3263.10| 12.50000 5587.50| 12.50000 5587.50 GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 133000.00000 133000.00| 169566.24000 169566.24| 188700.00000 188700.00 PRESENT STRUCTURE, REMOVE | | | 0006 211-02060 30.000 m3 | 45.00000 1350.00| 42.31000 1269.30| 33.55000 1006.50 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 308.000 Mg | 14.00000 4312.00| 22.03000 6785.24| 18.60000 5728.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 401-05467 800.000 m | 5.50000 4400.00| 5.00000 4000.00| 6.00000 4800.00 MILLED HMA CORRUGATIONS | | | 0009 402-05481 188.000 Mg | 78.00000 14664.00| 75.00000 14100.00| 75.00000 14100.00 HMA BASE 25.0 mm, SHOULDER | | | 0010 402-05492 63.000 Mg | 78.00000 4914.00| 75.00000 4725.00| 75.00000 4725.00 HMA SURFACE 12.5 mm, SHOULDER | | | 0011 405-05517 0.200 Mg | 1060.00000 212.00| 1000.00000 200.00| 1000.00000 200.00 ASPHALT FOR PRIME COAT | | | 0012 406-05520 0.200 Mg | 830.00000 166.00| 800.00000 160.00| 800.00000 160.00 ASPHALT FOR TACK COAT | | | 0013 601-01522 2.000 EACH| 1320.00000 2640.00| 1260.00000 2520.00| 1260.00000 2520.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-99105 60.960 m | 52.00000 3169.92| 50.00000 3048.00| 50.00000 3048.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 602-06032 35.000 m | 200.00000 7000.00| 602.57000 21089.95| 178.00000 6230.00 BARRIER, MEDIAN, CONCRETE | | | 0016 602-06729 6.000 EACH| 7.40000 44.40| 17.00000 102.00| 3.95000 23.70 BARRIER DELINEATOR | | | 0017 603-06040 200.000 m | 27.50000 5500.00| 26.00000 5200.00| 26.00000 5200.00 FENCE, FARM FIELD, 1190 mm | | | 0018 621-01004 1.000 EACH| 910.00000 910.00| 875.00000 875.00| 875.00000 875.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-02770 4210.000 m2 | 2.85000 11998.50| 2.72000 11451.20| 2.72000 11451.20 EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 400 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,556.51 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25213-A COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1339168 |(6) 35-1106884 |ATLAS EXCAVATING, INC. |LAPORTE CONSTRUCTION CO |ELLAS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-06545 0.400 Mg | 700.00000 280.00| 667.00000 266.80| 667.00000 266.80 FERTILIZER | | | 0021 621-06548 5.000 kg | 69.00000 345.00| 66.00000 330.00| 66.00000 330.00 SEED MIXTURE, CV | | | 0022 621-06553 85.000 kg | 9.40000 799.00| 9.05000 769.25| 9.05000 769.25 SEED MIXTURE, R | | | 0023 621-06565 2.000 Mg | 760.00000 1520.00| 727.00000 1454.00| 727.00000 1454.00 MULCHING MATERIAL | | | 0024 715-04857 2.000 EACH| 780.00000 1560.00| 1007.49000 2014.98| 1053.00000 2106.00 SAFETY METAL END SECTION, , 4:1, 600 mm | | | 0025 715-05123 66.000 m | 145.00000 9570.00| 90.64000 5982.24| 67.45000 4451.70 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0026 715-46020 1.000 EACH| 260.00000 260.00| 461.44000 461.44| 723.00000 723.00 PIPE END SECTION, 600 mm | | | 0027 715-97688 1.000 EACH| 6100.00000 6100.00| 4678.88000 4678.88| 4700.00000 4700.00 GRATED BOX END SECTION, II, 10:1, 600 mm| | | 0028 801-06775 LUMP| 84000.00000 84000.00| 40553.67000 40553.67| 48700.00000 48700.00 MAINTAINING TRAFFIC | | | 0029 808-74804 95.000 m | 21.50000 2042.50| 20.00000 1900.00| 20.00000 1900.00 LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0030 808-96074 70.000 m | 21.50000 1505.00| 20.00000 1400.00| 20.00000 1400.00 LINE, EPOXY, SOLID, YELLOW, 150 mm | | | SECTION TOTALS | $ 330,425.42| $ 332,340.74| $ 341,756.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 330,425.42| $ 332,340.74| $ 341,756.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 400 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,556.51 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25213-A COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(7) 35-1068009 | | |DYER CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REMOVAL | | | 0001 105-06790 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 10000.00000 10000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 447.000 m | 15.00000 6705.00| | GUARDRAIL, REMOVE | | | 0005 202-02286 1.000 EACH| 195000.00000 195000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 211-02060 30.000 m3 | 40.00000 1200.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52308 308.000 Mg | 30.00000 9240.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0008 401-05467 800.000 m | 8.50000 6800.00| | MILLED HMA CORRUGATIONS | | | 0009 402-05481 188.000 Mg | 80.00000 15040.00| | HMA BASE 25.0 mm, SHOULDER | | | 0010 402-05492 63.000 Mg | 80.00000 5040.00| | HMA SURFACE 12.5 mm, SHOULDER | | | 0011 405-05517 0.200 Mg | 1050.00000 210.00| | ASPHALT FOR PRIME COAT | | | 0012 406-05520 0.200 Mg | 840.00000 168.00| | ASPHALT FOR TACK COAT | | | 0013 601-01522 2.000 EACH| 2100.00000 4200.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-99105 60.960 m | 56.70000 3456.43| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0015 602-06032 35.000 m | 280.00000 9800.00| | BARRIER, MEDIAN, CONCRETE | | | 0016 602-06729 6.000 EACH| 5.00000 30.00| | BARRIER DELINEATOR | | | 0017 603-06040 200.000 m | 40.00000 8000.00| | FENCE, FARM FIELD, 1190 mm | | | 0018 621-01004 1.000 EACH| 875.00000 875.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0019 621-02770 4210.000 m2 | 2.86000 12040.60| | EROSION CONTROL BLANKET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/30/00 PAGE : 400 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,556.51 ROUTE : I-90 CALL ORDER : 400 CONTRACT ID : BT-25213-A COUNTIES : LAKE LETTING DATE : 11/21/00 10:00 AM DISTRICT : TOLL SET-ASIDE : ==================================================================================================================================== |(7) 35-1068009 | | |DYER CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 621-06545 0.400 Mg | 700.00000 280.00| | FERTILIZER | | | 0021 621-06548 5.000 kg | 70.00000 350.00| | SEED MIXTURE, CV | | | 0022 621-06553 85.000 kg | 10.00000 850.00| | SEED MIXTURE, R | | | 0023 621-06565 2.000 Mg | 750.00000 1500.00| | MULCHING MATERIAL | | | 0024 715-04857 2.000 EACH| 500.00000 1000.00| | SAFETY METAL END SECTION, , 4:1, 600 mm | | | 0025 715-05123 66.000 m | 90.00000 5940.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0026 715-46020 1.000 EACH| 300.00000 300.00| | PIPE END SECTION, 600 mm | | | 0027 715-97688 1.000 EACH| 5500.00000 5500.00| | GRATED BOX END SECTION, II, 10:1, 600 mm| | | 0028 801-06775 LUMP| 38000.00000 38000.00| | MAINTAINING TRAFFIC | | | 0029 808-74804 95.000 m | 21.05000 1999.75| | LINE, EPOXY, SOLID, WHITE, 150 mm | | | 0030 808-96074 70.000 m | 21.42000 1499.40| | LINE, EPOXY, SOLID, YELLOW, 150 mm | | | SECTION TOTALS | $ 360,024.18| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 360,024.18| | ====================================================================================================================================