INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 421 CALL ORDER : 401 CONTRACT ID : B -23747-A COUNTIES : CARROLL WHITE LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 150 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1386990 ISOM, JACK CONSTRUCTION CO $ 4,218,794.02 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 407 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 627,287.82 ROUTE : US 421 CALL ORDER : 407 CONTRACT ID : B -24096-A COUNTIES : CARROLL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/19/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1114011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1447641 STRUCTURE CONTRACTORS $ 583,703.60 100.0000% 2 35-1523985 WIRTZ & YATES, INC. $ 650,658.11 111.4706% 3 35-1212938 ATLAS EXCAVATING, INC. $ 723,191.35 123.8970% ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1523985 |(3) 35-1212938 |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. |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 105-06790 5.000 MOS | 2500.00000 12500.00| 1000.00000 5000.00| 600.00000 3000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 7000.00000 7000.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 29000.00000 29000.00| 30000.00000 30000.00| 37000.00000 37000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| 29200.00000 29200.00 CLEARING RIGHT OF WAY | | | 0005 202-01066 1116.000 m2 | 92.00000 102672.00| 150.00000 167400.00| 200.00000 223200.00 HYDRO DEMOLITION | | | 0006 202-02241 67.000 m | 5.00000 335.00| 0.05000 3.35| 5.30000 355.10 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 42000.00000 42000.00| 30000.00000 30000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-60820 381.000 m2 | 5.00000 1905.00| 5.00000 1905.00| 2.70000 1028.70 SURFACE MILLING, ASPHALT | | | 0009 202-62420 167.000 m | 10.00000 1670.00| 3.00000 501.00| 9.00000 1503.00 BRIDGE RAILING, REMOVE | | | 0010 203-02000 658.000 m3 | 18.00000 11844.00| 10.50000 6909.00| 12.50000 8225.00 EXCAVATION, COMMON | | | 0011 203-02070 229.000 m3 | 21.50000 4923.50| 20.00000 4580.00| 12.00000 2748.00 BORROW | | | 0012 205-02224 490.000 m | 5.00000 2450.00| 5.50000 2695.00| 6.30000 3087.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 303-60900 283.000 Mg | 30.00000 8490.00| 17.50000 4952.50| 17.00000 4811.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0014 303-98541 36.000 Mg | 42.00000 1512.00| 22.25000 801.00| 23.00000 828.00 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 407 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 627,287.82 ROUTE : US 421 CALL ORDER : 407 CONTRACT ID : B -24096-A COUNTIES : CARROLL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1523985 |(3) 35-1212938 |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 406-05521 180.000 m2 | 0.05000 9.00| 1.00000 180.00| 0.10000 18.00 ASPHALT FOR TACK COAT | | | 0016 601-01522 4.000 EACH| 1200.00000 4800.00| 1450.00000 5800.00| 1250.00000 5000.00 GUARDRAIL TRANSITION TYPE TGB | | | 0017 601-04746 2.000 EACH| 6500.00000 13000.00| 9200.00000 18400.00| 5200.00000 10400.00 ENERGY ABSORBING TERMINAL, CZ | | | 0018 601-06037 4.000 EACH| 600.00000 2400.00| 715.00000 2860.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0019 601-99105 381.000 m | 35.00000 13335.00| 36.60000 13944.60| 34.00000 12954.00 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0020 602-06639 159.000 m | 55.00000 8745.00| 70.00000 11130.00| 85.00000 13515.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0021 602-06646 85.000 m | 55.00000 4675.00| 70.00000 5950.00| 65.00000 5525.00 TEMPORARY CONCRETE BARRIER | | | 0022 602-06729 34.000 EACH| 10.00000 340.00| 12.00000 408.00| 6.20000 210.80 BARRIER DELINEATOR | | | 0023 610-05527 609.000 Mg | 60.00000 36540.00| 80.00000 48720.00| 78.00000 47502.00 HMA FOR APPROACHES | | | 0024 610-06257 176.000 m2 | 60.00000 10560.00| 48.00000 8448.00| 58.00000 10208.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0025 616-02320 333.000 m2 | 4.00000 1332.00| 6.00000 1998.00| 6.00000 1998.00 GEOTEXTILES | | | 0026 616-06396 265.000 Mg | 32.00000 8480.00| 26.45000 7009.25| 22.00000 5830.00 RIPRAP | | | 0027 621-01004 1.000 EACH| 250.00000 250.00| 500.00000 500.00| 275.00000 275.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06559 1832.000 m2 | 0.75000 1374.00| 1.20000 2198.40| 0.80000 1465.60 MULCHED SEEDING, R | | | 0029 621-06574 85.000 m2 | 8.00000 680.00| 10.00000 850.00| 8.20000 697.00 SODDING | | | 0030 703-51032 42504.000 kg | 1.25000 53130.00| 1.30000 55255.20| 1.30000 55255.20 REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 582.000 EACH| 10.00000 5820.00| 12.00000 6984.00| 12.00000 6984.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-51002 278.000 m3 | 250.00000 69500.00| 392.81000 109201.18| 390.00000 108420.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 704-51106 16.000 EACH| 50.00000 800.00| 60.00000 960.00| 210.00000 3360.00 DECK DRAIN PVC | | | 0034 706-05732 4.000 EACH| 1000.00000 4000.00| 1100.00000 4400.00| 1100.00000 4400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 407 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 627,287.82 ROUTE : US 421 CALL ORDER : 407 CONTRACT ID : B -24096-A COUNTIES : CARROLL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1447641 |(2) 35-1523985 |(3) 35-1212938 |STRUCTURE CONTRACTORS |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 706-51025 168.000 m | 150.00000 25200.00| 125.00000 21000.00| 140.00000 23520.00 CONCRETE, C, RAILING | | | 0036 709-51821 LUMP| 7500.00000 7500.00| 8000.00000 8000.00| 9500.00000 9500.00 SURFACE SEAL | | | 0037 722-60824 1116.000 m2 | 10.00000 11160.00| 3.00000 3348.00| 2.50000 2790.00 SURFACE MILLING | | | 0038 729-51875 1.000 m2 | 3000.00000 3000.00| 200.00000 200.00| 1500.00000 1500.00 CONCRETE, A, PATCHING | | | 0039 801-06203 399.000 m | 1.20000 478.80| 1.34000 534.66| 1.30000 518.70 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0040 801-06207 885.000 m | 3.00000 2655.00| 3.25000 2876.25| 3.15000 2787.75 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0041 801-06640 20.000 EACH| 50.00000 1000.00| 100.00000 2000.00| 70.00000 1400.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 7.000 EACH| 25.00000 175.00| 50.00000 350.00| 28.00000 196.00 CONSTRUCTION SIGN, B | | | 0043 801-06775 LUMP| 34000.00000 34000.00| 10000.00000 10000.00| 24000.00000 24000.00 MAINTAINING TRAFFIC | | | 0044 802-76045 1.400 m2 | 500.00000 700.00| 550.00000 770.00| 185.00000 259.00 SIGN, SHEET ENCAPSULATED LENS WITH | | | LEGEND, 3.18 mm THICKNESS | | | 0045 806-01851 LUMP| 20000.00000 20000.00| 24000.00000 24000.00| 16700.00000 16700.00 TEMPORARY TRAFFIC SIGNAL WITH LOOP | | | DETECTORS, | | | 0046 808-06713 621.000 m | 0.55000 341.55| 0.62000 385.02| 0.60000 372.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 645.000 m | 0.55000 354.75| 0.62000 399.90| 0.60000 387.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-06716 638.000 m | 2.00000 1276.00| 1.60000 1020.80| 1.55000 988.90 LINE, REMOVE | | | 0049 808-75996 14.000 EACH| 6.50000 91.00| 15.00000 210.00| 10.00000 140.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0050 808-75998 14.000 EACH| 50.00000 700.00| 80.00000 1120.00| 52.00000 728.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 583,703.60| $ 650,658.11| $ 723,191.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 583,703.60| $ 650,658.11| $ 723,191.35 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 413 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,933.22 ROUTE : SR 51 CALL ORDER : 413 CONTRACT ID : B -24129-A COUNTIES : LAKE LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 12/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N601003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035114 SUPERIOR CONSTRUCTION CO $ 715,271.90 100.0000% 2 35-1035700 BUCKO CONSTRUCTION $ 724,915.25 101.3482% 3 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 752,000.00 105.1348% 4 35-1068009 DYER CONSTRUCTION CO $ 797,883.38 111.5496% 5 35-0918397 RIETH RILEY CONSTRUCTION $ 819,562.73 114.5805% 6 35-1212938 ATLAS EXCAVATING, INC. $ 863,717.73 120.7537% ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1035700 |(3) 35-1582109 |SUPERIOR CONSTRUCTION CO |BUCKO CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1150.00000 6900.00| 1500.00000 9000.00| 1937.78000 11626.68 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4500.00000 4500.00| 16840.00000 16840.00| 14125.86000 14125.86 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 35000.00000 35000.00| 36000.00000 36000.00| 34773.86000 34773.86 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 24000.00000 24000.00| 14000.00000 14000.00| 19934.60000 19934.60 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 61892.68000 61892.68 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 196.000 m2 | 3.75000 735.00| 13.30000 2606.80| 10.91000 2138.36 SURFACE MILLING, ASPHALT | | | 0007 203-02020 694.000 m3 | 24.00000 16656.00| 22.35000 15510.90| 25.35000 17592.90 EXCAVATION, UNCLASSIFIED | | | 0008 203-02083 646.000 m3 | 18.00000 11628.00| 18.30000 11821.80| 16.71000 10794.66 SLAG FILL | | | 0009 205-02224 200.000 m | 7.00000 1400.00| 7.00000 1400.00| 7.00000 1400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02237 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 34.32000 68.64 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 211-02060 736.400 m3 | 18.00000 13255.20| 21.60000 15906.24| 22.55000 16605.82 B BORROW FOR STRUCTURE BACKFILL | | | 0012 402-05468 493.900 Mg | 40.00000 19756.00| 32.10000 15854.19| 40.00000 19756.00 HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 413 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,933.22 ROUTE : SR 51 CALL ORDER : 413 CONTRACT ID : B -24129-A COUNTIES : LAKE LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1035700 |(3) 35-1582109 |SUPERIOR CONSTRUCTION CO |BUCKO CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05474 113.200 Mg | 52.00000 5886.40| 40.85000 4624.22| 52.00000 5886.40 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 80.900 Mg | 60.00000 4854.00| 61.80000 4999.62| 60.00000 4854.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 406-05521 1078.000 m2 | 0.65000 700.70| 0.50000 539.00| 0.65000 700.70 ASPHALT FOR TACK COAT | | | 0016 604-06070 248.400 m2 | 30.25000 7514.10| 36.85000 9153.54| 23.04000 5723.14 SIDEWALK, CONCRETE | | | 0017 605-06120 138.000 m | 44.00000 6072.00| 65.90000 9094.20| 16.11000 2223.18 CURB, CONCRETE | | | 0018 615-06490 8.000 EACH| 135.00000 1080.00| 135.00000 1080.00| 106.06000 848.48 RIGHT OF WAY MARKER | | | 0019 616-02320 2569.380 m2 | 2.66000 6834.55| 2.10000 5395.70| 1.49000 3828.38 GEOTEXTILES | | | 0020 616-06405 551.090 Mg | 25.82000 14229.15| 19.90000 10966.69| 21.20000 11683.11 RIPRAP, REVETMENT | | | 0021 616-94426 3100.000 m2 | 2.97000 9207.00| 3.45000 10695.00| 2.18000 6758.00 GEOGRID | | | 0022 621-01004 1.000 EACH| 950.00000 950.00| 950.00000 950.00| 950.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06548 2.100 kg | 69.00000 144.90| 69.00000 144.90| 69.00000 144.90 SEED MIXTURE, CV | | | 0024 621-06560 1913.400 m2 | 0.79000 1511.59| 0.79000 1511.59| 0.79000 1511.59 MULCHED SEEDING, U | | | 0025 621-06570 1234.000 m3 | 20.72000 25568.48| 19.90000 24556.60| 23.52000 29023.68 TOP SOIL | | | 0026 621-06575 207.000 m2 | 11.18000 2314.26| 11.18000 2314.26| 11.18000 2314.26 SODDING, NURSERY | | | 0027 622-05650 22.000 EACH| 550.00000 12100.00| 550.00000 12100.00| 550.00000 12100.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0028 622-52436 4.000 EACH| 25.00000 100.00| 25.00000 100.00| 25.00000 100.00 SIGN, DO NOT MOW OR SPRAY | | | 0029 622-91786 340.000 EACH| 9.00000 3060.00| 9.00000 3060.00| 9.00000 3060.00 SEEDLING | | | 0030 701-03753 1475.000 m | 85.49000 126097.75| 120.00000 177000.00| 86.47000 127543.25 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0031 706-04130 46.000 m | 340.00000 15640.00| 340.00000 15640.00| 192.41000 8850.86 RAILING, STEEL ROUND METAL PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 413 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,933.22 ROUTE : SR 51 CALL ORDER : 413 CONTRACT ID : B -24129-A COUNTIES : LAKE LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1035700 |(3) 35-1582109 |SUPERIOR CONSTRUCTION CO |BUCKO CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 714-03437 99.700 m2 | 800.00000 79760.00| 750.00000 74775.00| 500.00000 49850.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0033 714-04539 31.800 m | 6880.00000 218784.00| 4500.00000 143100.00| 5890.43000 187315.67 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 6000 mm x 3000 mm | | | 0034 715-04612 26.000 m | 112.62000 2928.12| 140.00000 3640.00| 92.48000 2404.48 PIPE , SANITARY SEWER, 450 mm | | | 0035 715-05028 3.000 m | 106.10000 318.30| 235.00000 705.00| 215.79000 647.37 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-05032 13.000 m | 110.40000 1435.20| 40.00000 520.00| 93.03000 1209.39 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0037 715-05059 LUMP| 12000.00000 12000.00| 30000.00000 30000.00| 53571.51000 53571.51 SEWER BYPASS, SANITARY | | | 0038 715-05147 4.000 m | 222.80000 891.20| 350.00000 1400.00| 188.59000 754.36 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0039 715-46000 1.000 EACH| 275.00000 275.00| 250.00000 250.00| 215.75000 215.75 PIPE END SECTION, 300 mm | | | 0040 715-46005 2.000 EACH| 290.00000 580.00| 290.00000 580.00| 240.72000 481.44 PIPE END SECTION, 375 mm | | | 0041 715-90836 1.000 EACH| 290.00000 290.00| 225.00000 225.00| 195.75000 195.75 PIPE END SECTION, 200 mm | | | 0042 720-44000 2.000 EACH| 490.00000 980.00| 375.00000 750.00| 174.25000 348.50 CASTING, ADJUST TO GRADE | | | 0043 720-98174 2.000 EACH| 1105.00000 2210.00| 1740.00000 3480.00| 1332.17000 2664.34 INLET, B15 | | | 0044 801-03290 5.000 EACH| 110.00000 550.00| 110.00000 550.00| 110.00000 550.00 CONSTRUCTION SIGN, C | | | 0045 801-04308 4.000 EACH| 164.00000 656.00| 164.00000 656.00| 164.00000 656.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06207 200.000 m | 3.00000 600.00| 3.00000 600.00| 3.00000 600.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06605 6.000 EACH| 80.00000 480.00| 80.00000 480.00| 80.00000 480.00 BARRICADE, IIIA | | | 0048 801-06606 4.000 EACH| 90.00000 360.00| 90.00000 360.00| 90.00000 360.00 BARRICADE, IIIB | | | 0049 801-06625 19.000 EACH| 60.00000 1140.00| 60.00000 1140.00| 60.00000 1140.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 9.000 EACH| 75.00000 675.00| 75.00000 675.00| 75.00000 675.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 2000.00000 2000.00| 2500.00000 2500.00| 8502.45000 8502.45 MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 413 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,933.22 ROUTE : SR 51 CALL ORDER : 413 CONTRACT ID : B -24129-A COUNTIES : LAKE LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1035114 |(2) 35-1035700 |(3) 35-1582109 |SUPERIOR CONSTRUCTION CO |BUCKO CONSTRUCTION |KANKAKEE VALLEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 808-75245 200.000 m | 2.82000 564.00| 2.82000 564.00| 2.82000 564.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 715,271.90| $ 724,915.25| $ 752,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 715,271.90| $ 724,915.25| $ 752,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 413 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,933.22 ROUTE : SR 51 CALL ORDER : 413 CONTRACT ID : B -24129-A COUNTIES : LAKE LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1068009 |(5) 35-0918397 |(6) 35-1212938 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SMALL STRUCTURE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 2000.00000 12000.00| 1600.00000 9600.00| 500.00000 3000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 36479.10000 36479.10| 43000.00000 43000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6500.00000 6500.00| 15000.00000 15000.00| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 33000.00000 33000.00| 102715.22000 102715.22| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 196.000 m2 | 10.00000 1960.00| 12.00000 2352.00| 9.00000 1764.00 SURFACE MILLING, ASPHALT | | | 0007 203-02020 694.000 m3 | 19.50000 13533.00| 14.00000 9716.00| 19.00000 13186.00 EXCAVATION, UNCLASSIFIED | | | 0008 203-02083 646.000 m3 | 26.25000 16957.50| 18.00000 11628.00| 16.50000 10659.00 SLAG FILL | | | 0009 205-02224 200.000 m | 7.70000 1540.00| 8.00000 1600.00| 6.00000 1200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02237 2.000 EACH| 55.00000 110.00| 55.00000 110.00| 90.00000 180.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0011 211-02060 736.400 m3 | 27.40000 20177.36| 25.00000 18410.00| 22.00000 16200.80 B BORROW FOR STRUCTURE BACKFILL | | | 0012 402-05468 493.900 Mg | 42.00000 20743.80| 45.00000 22225.50| 42.00000 20743.80 HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05474 113.200 Mg | 54.60000 6180.72| 50.00000 5660.00| 54.00000 6112.80 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0014 402-05477 80.900 Mg | 63.00000 5096.70| 71.00000 5743.90| 62.00000 5015.80 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 406-05521 1078.000 m2 | 0.70000 754.60| 1.00000 1078.00| 0.70000 754.60 ASPHALT FOR TACK COAT | | | 0016 604-06070 248.400 m2 | 39.00000 9687.60| 25.00000 6210.00| 29.00000 7203.60 SIDEWALK, CONCRETE | | | 0017 605-06120 138.000 m | 125.00000 17250.00| 40.00000 5520.00| 33.00000 4554.00 CURB, CONCRETE | | | 0018 615-06490 8.000 EACH| 170.00000 1360.00| 150.00000 1200.00| 120.00000 960.00 RIGHT OF WAY MARKER | | | 0019 616-02320 2569.380 m2 | 2.40000 6166.51| 2.50000 6423.45| 4.50000 11562.21 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 413 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,933.22 ROUTE : SR 51 CALL ORDER : 413 CONTRACT ID : B -24129-A COUNTIES : LAKE LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1068009 |(5) 35-0918397 |(6) 35-1212938 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 616-06405 551.090 Mg | 27.00000 14879.43| 23.00000 12675.07| 27.00000 14879.43 RIPRAP, REVETMENT | | | 0021 616-94426 3100.000 m2 | 3.00000 9300.00| 3.00000 9300.00| 5.50000 17050.00 GEOGRID | | | 0022 621-01004 1.000 EACH| 1045.00000 1045.00| 950.00000 950.00| 980.00000 980.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0023 621-06548 2.100 kg | 76.00000 159.60| 69.00000 144.90| 71.00000 149.10 SEED MIXTURE, CV | | | 0024 621-06560 1913.400 m2 | 0.87000 1664.66| 0.79000 1511.59| 0.85000 1626.39 MULCHED SEEDING, U | | | 0025 621-06570 1234.000 m3 | 15.60000 19250.40| 14.00000 17276.00| 29.00000 35786.00 TOP SOIL | | | 0026 621-06575 207.000 m2 | 12.30000 2546.10| 11.00000 2277.00| 11.60000 2401.20 SODDING, NURSERY | | | 0027 622-05650 22.000 EACH| 605.00000 13310.00| 550.00000 12100.00| 575.00000 12650.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | 0028 622-52436 4.000 EACH| 27.50000 110.00| 25.00000 100.00| 26.00000 104.00 SIGN, DO NOT MOW OR SPRAY | | | 0029 622-91786 340.000 EACH| 9.90000 3366.00| 9.00000 3060.00| 9.50000 3230.00 SEEDLING | | | 0030 701-03753 1475.000 m | 79.38000 117085.50| 105.00000 154875.00| 105.00000 154875.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 5.31 mm, 356 mm | | | 0031 706-04130 46.000 m | 490.00000 22540.00| 340.00000 15640.00| 485.00000 22310.00 RAILING, STEEL ROUND METAL PIPE | | | 0032 714-03437 99.700 m2 | 777.18000 77484.85| 700.00000 69790.00| 400.00000 39880.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0033 714-04539 31.800 m | 6242.14000 198500.05| 5800.00000 184440.00| 8200.00000 260760.00 CULVERT, PRECAST 3 SIDED, REINFORCED | | | CONCRETE, 6000 mm x 3000 mm | | | 0034 715-04612 26.000 m | 205.00000 5330.00| 100.00000 2600.00| 280.00000 7280.00 PIPE , SANITARY SEWER, 450 mm | | | 0035 715-05028 3.000 m | 270.00000 810.00| 200.00000 600.00| 200.00000 600.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0036 715-05032 13.000 m | 190.00000 2470.00| 100.00000 1300.00| 185.00000 2405.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0037 715-05059 LUMP| 55000.00000 55000.00| 50000.00000 50000.00| 50000.00000 50000.00 SEWER BYPASS, SANITARY | | | 0038 715-05147 4.000 m | 220.00000 880.00| 130.00000 520.00| 140.00000 560.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 413 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 734,933.22 ROUTE : SR 51 CALL ORDER : 413 CONTRACT ID : B -24129-A COUNTIES : LAKE LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1068009 |(5) 35-0918397 |(6) 35-1212938 |DYER CONSTRUCTION CO |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 715-46000 1.000 EACH| 250.00000 250.00| 300.00000 300.00| 180.00000 180.00 PIPE END SECTION, 300 mm | | | 0040 715-46005 2.000 EACH| 325.00000 650.00| 300.00000 600.00| 200.00000 400.00 PIPE END SECTION, 375 mm | | | 0041 715-90836 1.000 EACH| 275.00000 275.00| 300.00000 300.00| 180.00000 180.00 PIPE END SECTION, 200 mm | | | 0042 720-44000 2.000 EACH| 300.00000 600.00| 175.00000 350.00| 315.00000 630.00 CASTING, ADJUST TO GRADE | | | 0043 720-98174 2.000 EACH| 1000.00000 2000.00| 2000.00000 4000.00| 1500.00000 3000.00 INLET, B15 | | | 0044 801-03290 5.000 EACH| 121.00000 605.00| 110.00000 550.00| 125.00000 625.00 CONSTRUCTION SIGN, C | | | 0045 801-04308 4.000 EACH| 165.00000 660.00| 150.00000 600.00| 190.00000 760.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0046 801-06207 200.000 m | 3.50000 700.00| 3.20000 640.00| 3.10000 620.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0047 801-06605 6.000 EACH| 49.50000 297.00| 45.00000 270.00| 95.00000 570.00 BARRICADE, IIIA | | | 0048 801-06606 4.000 EACH| 71.50000 286.00| 65.00000 260.00| 105.00000 420.00 BARRICADE, IIIB | | | 0049 801-06625 19.000 EACH| 76.00000 1444.00| 69.00000 1311.00| 85.00000 1615.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0050 801-06640 9.000 EACH| 263.00000 2367.00| 239.00000 2151.00| 95.00000 855.00 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 18000.00000 18000.00| 1500.00000 1500.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0052 808-75245 200.000 m | 5.00000 1000.00| 4.50000 900.00| 1.20000 240.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 797,883.38| $ 819,562.73| $ 863,717.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 797,883.38| $ 819,562.73| $ 863,717.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 423 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,809,470.28 ROUTE : I-65 CALL ORDER : 423 CONTRACT ID : B -24467-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0651149 0651149 0651149 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 61-1013120 T & C CONTRACTING, INC. $ 1,553,340.22 100.0000% 2 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 2,117,691.41 136.3314% 3 61-1029697 MATSUDA, INC. $ 2,203,760.20 141.8723% 4 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,386,000.00 153.6044% 5 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 2,735,484.40 176.1033% 6 35-1128289 BEATY CONSTRUCTION, INC. $ 3,467,488.78 223.2279% ==================================================================================================================================== |(1) 61-1013120 |(2) 35-1619477 |(3) 61-1029697 |T & C CONTRACTING, INC. |BROWN, L.L. CONSTR. CO., INC|MATSUDA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE WIDENING | | | 0001 105-06790 12.000 MOS | 1100.00000 13200.00| 1290.00000 15480.00| 1000.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 12400.00000 12400.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 31500.00000 31500.00| 95600.00000 95600.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 85050.00000 85050.00| 19041.00000 19041.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 3800.00000 3800.00| 31400.00000 31400.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 1 | | | 0006 202-51328 LUMP| 5800.00000 5800.00| 21600.00000 21600.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 2 | | | 0007 202-51328 LUMP| 5900.00000 5900.00| 21600.00000 21600.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 3 | | | 0008 203-02055 87335.000 m3 | 6.40000 558944.00| 5.28000 461128.80| 9.00000 786015.00 EMBANKMENT | | | 0009 205-02224 708.000 m | 6.45000 4566.60| 6.99000 4948.92| 10.00000 7080.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 206-51230 3371.000 m3 | 6.00000 20226.00| 9.80000 33035.80| 18.00000 60678.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 423 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,809,470.28 ROUTE : I-65 CALL ORDER : 423 CONTRACT ID : B -24467-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 61-1013120 |(2) 35-1619477 |(3) 61-1029697 |T & C CONTRACTING, INC. |BROWN, L.L. CONSTR. CO., INC|MATSUDA, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 211-02060 2407.200 m3 | 30.50000 73419.60| 24.19000 58230.16| 27.00000 64994.40 B BORROW FOR STRUCTURE BACKFILL | | | 0012 616-02320 508.000 m2 | 4.00000 2032.00| 2.98000 1513.84| 3.00000 1524.00 GEOTEXTILES | | | 0013 616-06405 439.000 Mg | 23.50000 10316.50| 15.32000 6725.48| 20.00000 8780.00 RIPRAP, REVETMENT | | | 0014 621-01004 3.000 EACH| 615.00000 1845.00| 650.00000 1950.00| 635.00000 1905.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06545 1.300 Mg | 635.00000 825.50| 670.00000 871.00| 650.00000 845.00 FERTILIZER | | | 0016 621-06555 242.300 kg | 14.20000 3440.66| 15.20000 3682.96| 20.00000 4846.00 SEED MIXTURE, P | | | 0017 702-51005 2293.000 m3 | 225.00000 515925.00| 464.30000 1064639.90| 350.00000 802550.00 CONCRETE, A, SUBSTRUCTURE | | | 0018 702-51863 157.000 EACH| 12.00000 1884.00| 9.75000 1530.75| 10.00000 1570.00 FIELD DRILLED HOLE IN CONCRETE | | | 0019 703-51030 216644.000 kg | 0.94000 203645.36| 1.20000 259972.80| 1.20000 259972.80 REINFORCING STEEL | | | 0020 801-06640 12.000 EACH| 85.00000 1020.00| 195.00000 2340.00| 500.00000 6000.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 1,553,340.22| $ 2,117,691.41| $ 2,203,760.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,553,340.22| $ 2,117,691.41| $ 2,203,760.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 423 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,809,470.28 ROUTE : I-65 CALL ORDER : 423 CONTRACT ID : B -24467-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 |(6) 35-1128289 |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE WIDENING | | | 0001 105-06790 12.000 MOS | 1000.00000 12000.00| 1300.00000 15600.00| 1350.00000 16200.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 14846.74000 14846.74| 20000.00000 20000.00| 13500.00000 13500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 118000.00000 118000.00| 131000.00000 131000.00| 170222.00000 170222.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 23500.00000 23500.00| 26000.00000 26000.00| 37000.00000 37000.00 CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 15000.00000 15000.00| 12000.00000 12000.00| 32861.00000 32861.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 1 | | | 0006 202-51328 LUMP| 30000.00000 30000.00| 27000.00000 27000.00| 33000.00000 33000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 2 | | | 0007 202-51328 LUMP| 30000.00000 30000.00| 23000.00000 23000.00| 33000.00000 33000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR | | | NO 3 | | | 0008 203-02055 87335.000 m3 | 9.50000 829682.50| 11.87000 1036666.45| 12.29000 1073347.15 EMBANKMENT | | | 0009 205-02224 708.000 m | 6.45000 4566.60| 6.75000 4779.00| 6.75000 4779.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 206-51230 3371.000 m3 | 32.00000 107872.00| 11.00000 37081.00| 130.00000 438230.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 211-02060 2407.200 m3 | 29.00000 69808.80| 36.00000 86659.20| 33.00000 79437.60 B BORROW FOR STRUCTURE BACKFILL | | | 0012 616-02320 508.000 m2 | 2.50000 1270.00| 4.50000 2286.00| 2.10000 1066.80 GEOTEXTILES | | | 0013 616-06405 439.000 Mg | 23.00000 10097.00| 24.00000 10536.00| 21.00000 9219.00 RIPRAP, REVETMENT | | | 0014 621-01004 3.000 EACH| 615.00000 1845.00| 625.00000 1875.00| 630.00000 1890.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0015 621-06545 1.300 Mg | 635.00000 825.50| 650.00000 845.00| 650.00000 845.00 FERTILIZER | | | 0016 621-06555 242.300 kg | 14.20000 3440.66| 14.50000 3513.35| 14.50000 3513.35 SEED MIXTURE, P | | | 0017 702-51005 2293.000 m3 | 385.00000 882805.00| 460.00000 1054780.00| 565.00000 1295545.00 CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 423 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,809,470.28 ROUTE : I-65 CALL ORDER : 423 CONTRACT ID : B -24467-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-2040801 |(5) 35-1618530 |(6) 35-1128289 |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 702-51863 157.000 EACH| 12.00000 1884.00| 15.00000 2355.00| 12.00000 1884.00 FIELD DRILLED HOLE IN CONCRETE | | | 0019 703-51030 216644.000 kg | 1.05000 227476.20| 1.10000 238308.40| 1.02000 220976.88 REINFORCING STEEL | | | 0020 801-06640 12.000 EACH| 90.00000 1080.00| 100.00000 1200.00| 81.00000 972.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 2,386,000.00| $ 2,735,484.40| $ 3,467,488.78 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,386,000.00| $ 2,735,484.40| $ 3,467,488.78 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3387004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 687,311.81 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 708,502.00 103.0830% 3 35-1801998 CLR, INC. $ 731,220.36 106.3884% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 779,526.06 113.4166% 5 35-1878024 RAGLE, INC. $ 780,193.68 113.5137% 6 35-1134435 FOERTSCH CONSTRUCTION $ 785,643.43 114.3066% 7 35-0974806 SOUTHWEST ENGINEERING $ 817,412.52 118.9289% 8 35-1763075 NAAS BROTHERS TRUCKING $ 934,273.53 135.9315% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1057095 |(3) 35-1801998 |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1570.00000 9420.00| 1010.00000 6060.00| 1850.00000 11100.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10000.00000 10000.00| 6630.00000 6630.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34250.00000 34250.00| 22835.06000 22835.06| 36500.00000 36500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10200.00000 10200.00| 2050.00000 2050.00| 10950.00000 10950.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 128.000 m | 21.50000 2752.00| 22.30000 2854.40| 15.00000 1920.00 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 1000.00000 1000.00| 850.00000 850.00| 100.00000 100.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 3 | | | 0007 202-03000 LUMP| 5000.00000 5000.00| 3400.00000 3400.00| 3800.00000 3800.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 6 | | | 0008 202-03000 LUMP| 5000.00000 5000.00| 3400.00000 3400.00| 4100.00000 4100.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 7 | | | 0009 202-03000 LUMP| 3500.00000 3500.00| 400.00000 400.00| 500.00000 500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 8 | | | 0010 202-03000 LUMP| 5000.00000 5000.00| 3400.00000 3400.00| 4200.00000 4200.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 9 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1057095 |(3) 35-1801998 |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-51330 LUMP| 8000.00000 8000.00| 6900.00000 6900.00| 14000.00000 14000.00 PRESENT STRUCTURE, REMOVE | | | 0012 202-60820 170.000 m2 | 13.80000 2346.00| 7.60000 1292.00| 14.00000 2380.00 SURFACE MILLING, ASPHALT | | | 0013 203-02000 2344.000 m3 | 14.00000 32816.00| 11.20000 26252.80| 7.60000 17814.40 EXCAVATION, COMMON | | | 0014 203-02045 768.000 m3 | 6.50000 4992.00| 8.75000 6720.00| 4.92000 3778.56 EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 203-51223 462.000 m3 | 7.00000 3234.00| 8.60000 3973.20| 5.75000 2656.50 EXCAVATION, WATERWAY | | | 0016 205-02229 148.000 m | 6.65000 984.20| 7.00000 1036.00| 6.00000 888.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02234 6.000 EACH| 85.00000 510.00| 89.00000 534.00| 119.00000 714.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0018 211-02050 415.000 m3 | 22.00000 9130.00| 18.00000 7470.00| 19.60000 8134.00 B BORROW | | | 0019 211-02060 10.000 m3 | 97.00000 970.00| 29.80000 298.00| 30.00000 300.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 7.400 m3 | 125.00000 925.00| 140.00000 1036.00| 345.00000 2553.00 FLOWABLE MORTAR | | | 0021 303-52308 1497.300 Mg | 17.25000 25828.43| 17.20000 25753.56| 19.00000 28448.70 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 303-52309 893.900 Mg | 17.25000 15419.78| 21.60000 19308.24| 16.31000 14579.51 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0023 401-06264 LUMP| 1500.00000 1500.00| 3150.00000 3150.00| 3300.00000 3300.00 PROFILOGRAPH, HMA | | | 0024 402-05468 1418.800 Mg | 44.00000 62427.20| 35.20000 49941.76| 37.00000 52495.60 HMA BASE 25.0 mm, MAINLINE | | | 0025 402-05474 1366.000 Mg | 45.00000 61470.00| 36.75000 50200.50| 38.00000 51908.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 404.500 Mg | 48.00000 19416.00| 49.90000 20184.55| 47.00000 19011.50 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 182.000 Mg | 44.00000 8008.00| 46.90000 8535.80| 49.00000 8918.00 HMA BASE 25.0 mm, SHOULDER | | | 0028 402-05495 150.000 Mg | 45.00000 6750.00| 54.00000 8100.00| 56.00000 8400.00 HMA WEDGE AND LEVEL | | | 0029 405-05517 8.170 Mg | 350.00000 2859.50| 461.00000 3766.37| 485.00000 3962.45 ASPHALT FOR PRIME COAT | | | 0030 406-05520 3.860 Mg | 300.00000 1158.00| 236.00000 910.96| 240.00000 926.40 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1057095 |(3) 35-1801998 |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 407-04348 1011.000 m2 | 3.00000 3033.00| 3.15000 3184.65| 3.00000 3033.00 SEAL COAT, 2 | | | 0032 601-01522 4.000 EACH| 1100.00000 4400.00| 1155.00000 4620.00| 1215.00000 4860.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-94689 4.000 EACH| 3795.00000 15180.00| 3985.00000 15940.00| 4200.00000 16800.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-95203 4.000 EACH| 600.00000 2400.00| 630.00000 2520.00| 665.00000 2660.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0035 601-99105 146.700 m | 30.50000 4474.35| 32.00000 4694.40| 33.00000 4841.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 601-99365 60.960 m | 34.00000 2072.64| 35.70000 2176.27| 37.00000 2255.52 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0037 602-06729 12.000 EACH| 8.25000 99.00| 8.75000 105.00| 7.50000 90.00 BARRIER DELINEATOR | | | 0038 610-05527 262.300 Mg | 70.00000 18361.00| 67.40000 17679.02| 71.00000 18623.30 HMA FOR APPROACHES | | | 0039 610-06257 141.700 m2 | 58.00000 8218.60| 66.60000 9437.22| 69.00000 9777.30 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0040 611-06497 2.000 EACH| 115.00000 230.00| 121.00000 242.00| 125.00000 250.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 23.000 EACH| 95.00000 2185.00| 99.80000 2295.40| 105.00000 2415.00 RIGHT OF WAY MARKER | | | 0042 615-06505 2.000 EACH| 395.00000 790.00| 415.00000 830.00| 435.00000 870.00 MONUMENT, B | | | 0043 616-02320 663.000 m2 | 5.00000 3315.00| 2.30000 1524.90| 6.00000 3978.00 GEOTEXTILES | | | 0044 616-06405 659.000 Mg | 24.00000 15816.00| 24.00000 15816.00| 24.00000 15816.00 RIPRAP, REVETMENT | | | 0045 621-01004 2.000 EACH| 660.00000 1320.00| 693.00000 1386.00| 730.00000 1460.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-01743 14.000 kg | 13.85000 193.90| 14.50000 203.00| 15.30000 214.20 SEED MIXTURE, GRASS, 2 | | | 0047 621-02468 26.000 kg | 13.55000 352.30| 14.20000 369.20| 15.00000 390.00 SEED MIXTURE, GRASS, 1 | | | 0048 621-06545 0.500 Mg | 710.00000 355.00| 745.00000 372.50| 1000.00000 500.00 FERTILIZER | | | 0049 621-06548 3.900 kg | 55.00000 214.50| 57.80000 225.42| 60.00000 234.00 SEED MIXTURE, CV | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1057095 |(3) 35-1801998 |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 621-06553 50.000 kg | 9.20000 460.00| 9.70000 485.00| 13.00000 650.00 SEED MIXTURE, R | | | 0051 621-06565 3.000 Mg | 535.00000 1605.00| 562.00000 1686.00| 590.00000 1770.00 MULCHING MATERIAL | | | 0052 621-06567 2.110 kL | 1.00000 2.11| 1.05000 2.22| 1.00000 2.11 WATER | | | 0053 621-06574 1197.000 m2 | 3.80000 4548.60| 4.00000 4788.00| 4.20000 5027.40 SODDING | | | 0054 622-52436 4.000 EACH| 24.00000 96.00| 25.20000 100.80| 26.00000 104.00 SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 57.000 EACH| 11.55000 658.35| 12.10000 689.70| 12.00000 684.00 SEEDLING | | | 0056 622-98200 4.000 EACH| 24.00000 96.00| 25.20000 100.80| 26.00000 104.00 SIGN, DO NOT DISTURB | | | 0057 701-51195 354.500 m | 49.70000 17618.65| 82.00000 29069.00| 72.00000 25524.00 PILE, STEEL H, HP 310 X 79 | | | 0058 701-91792 22.000 EACH| 80.00000 1760.00| 72.30000 1590.60| 94.00000 2068.00 PILE TIP, STEEL H | | | 0059 701-97874 48.000 m | 325.00000 15600.00| 349.00000 16752.00| 700.00000 33600.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0060 703-51030 9414.000 kg | 1.10000 10355.40| 1.10000 10355.40| 1.30000 12238.20 REINFORCING STEEL | | | 0061 703-51032 9741.000 kg | 1.20000 11689.20| 1.30000 12663.30| 1.60000 15585.60 REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 120.800 m3 | 450.00000 54360.00| 570.00000 68856.00| 680.00000 82144.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1100.00000 4400.00| 1050.00000 4200.00| 700.00000 2800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 10.300 m3 | 845.00000 8703.50| 413.00000 4253.90| 750.00000 7725.00 CONCRETE, C, RAILING | | | 0065 709-51821 LUMP| 2879.00000 2879.00| 3137.00000 3137.00| 2700.00000 2700.00 SURFACE SEAL | | | 0066 713-51335 LUMP| 57000.00000 57000.00| 116000.00000 116000.00| 60000.00000 60000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0067 715-05048 609.000 m | 13.20000 8038.80| 8.30000 5054.70| 10.00000 6090.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05053 56.700 m | 43.00000 2438.10| 31.80000 1803.06| 10.75000 609.53 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05123 38.000 m | 93.00000 3534.00| 104.80000 3982.40| 69.00000 2622.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1057095 |(3) 35-1801998 |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-05169 79.500 m | 65.00000 5167.50| 83.00000 6598.50| 54.00000 4293.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0071 715-46005 10.000 EACH| 232.00000 2320.00| 194.00000 1940.00| 150.00000 1500.00 PIPE END SECTION, 375 mm | | | 0072 715-46020 2.000 EACH| 295.00000 590.00| 285.00000 570.00| 235.00000 470.00 PIPE END SECTION, 600 mm | | | 0073 718-06528 9.000 EACH| 254.00000 2286.00| 388.00000 3492.00| 700.00000 6300.00 OUTLET PROTECTOR, 1 | | | 0074 718-52610 151.000 m3 | 42.00000 6342.00| 37.30000 5632.30| 56.00000 8456.00 AGGREGATE FOR UNDERDRAINS | | | 0075 718-99153 1307.000 m2 | 3.00000 3921.00| 2.00000 2614.00| 1.20000 1568.40 GEOTEXTILES FOR UNDERDRAIN | | | 0076 801-04308 2.000 EACH| 375.00000 750.00| 394.00000 788.00| 415.00000 830.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 1577.000 m | 1.10000 1734.70| 1.15000 1813.55| 1.20000 1892.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0078 801-06207 344.000 m | 3.25000 1118.00| 3.40000 1169.60| 3.60000 1238.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06216 4.500 m | 19.70000 88.65| 20.70000 93.15| 28.35000 127.58 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0080 801-06605 8.000 EACH| 200.00000 1600.00| 210.00000 1680.00| 220.00000 1760.00 BARRICADE, IIIA | | | 0081 801-06606 4.000 EACH| 250.00000 1000.00| 263.00000 1052.00| 275.00000 1100.00 BARRICADE, IIIB | | | 0082 801-06640 16.000 EACH| 130.00000 2080.00| 137.00000 2192.00| 145.00000 2320.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 12.000 EACH| 50.00000 600.00| 52.50000 630.00| 55.00000 660.00 CONSTRUCTION SIGN, B | | | 0084 801-06649 40.000 EACH| 23.00000 920.00| 24.20000 968.00| 14.00000 560.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0085 801-06775 LUMP| 9000.00000 9000.00| 6440.00000 6440.00| 12500.00000 12500.00 MAINTAINING TRAFFIC | | | 0086 804-06770 19.000 EACH| 21.00000 399.00| 22.00000 418.00| 23.00000 437.00 DELINEATOR POST | | | 0087 808-06712 120.000 m | 1.10000 132.00| 1.14000 136.80| 1.20000 144.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0088 808-06713 921.000 m | 1.10000 1013.10| 1.14000 1049.94| 1.20000 1105.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0089 808-06714 350.000 m | 1.10000 385.00| 1.14000 399.00| 1.20000 420.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1057095 |(3) 35-1801998 |RUDOLPH, J.H. & CO |BLANKENBERGER BROTHERS |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 808-06716 150.000 m | 3.50000 525.00| 3.70000 555.00| 3.85000 577.50 LINE, REMOVE | | | 0091 808-06726 4.500 m | 5.50000 24.75| 5.80000 26.10| 6.00000 27.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0092 808-75996 20.000 EACH| 11.80000 236.00| 19.10000 382.00| 19.00000 380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0093 808-75998 20.000 EACH| 68.00000 1360.00| 71.40000 1428.00| 55.00000 1100.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 687,311.81| $ 708,502.00| $ 731,220.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 687,311.81| $ 708,502.00| $ 731,220.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1878024 |(6) 35-1134435 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1825.00000 10950.00| 1000.00000 6000.00| 1250.00000 7500.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9500.00000 9500.00| 12000.00000 12000.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 38000.00000 38000.00| 40000.00000 40000.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 12300.00000 12300.00| 12500.00000 12500.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 128.000 m | 12.00000 1536.00| 6.00000 768.00| 25.00000 3200.00 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 950.00000 950.00| 200.00000 200.00| 3500.00000 3500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 3 | | | 0007 202-03000 LUMP| 3250.00000 3250.00| 3070.00000 3070.00| 3500.00000 3500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 6 | | | 0008 202-03000 LUMP| 3250.00000 3250.00| 3070.00000 3070.00| 3500.00000 3500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 7 | | | 0009 202-03000 LUMP| 350.00000 350.00| 280.00000 280.00| 3500.00000 3500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 8 | | | 0010 202-03000 LUMP| 3250.00000 3250.00| 3070.00000 3070.00| 3500.00000 3500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 9 | | | 0011 202-51330 LUMP| 10750.00000 10750.00| 70000.00000 70000.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0012 202-60820 170.000 m2 | 10.00000 1700.00| 10.00000 1700.00| 10.00000 1700.00 SURFACE MILLING, ASPHALT | | | 0013 203-02000 2344.000 m3 | 12.40000 29065.60| 18.00000 42192.00| 8.50000 19924.00 EXCAVATION, COMMON | | | 0014 203-02045 768.000 m3 | 10.20000 7833.60| 5.00000 3840.00| 5.00000 3840.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 203-51223 462.000 m3 | 14.50000 6699.00| 6.50000 3003.00| 9.50000 4389.00 EXCAVATION, WATERWAY | | | 0016 205-02229 148.000 m | 7.00000 1036.00| 13.00000 1924.00| 16.00000 2368.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02234 6.000 EACH| 90.00000 540.00| 60.00000 360.00| 120.00000 720.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1878024 |(6) 35-1134435 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 211-02050 415.000 m3 | 27.00000 11205.00| 18.00000 7470.00| 20.00000 8300.00 B BORROW | | | 0019 211-02060 10.000 m3 | 28.00000 280.00| 30.00000 300.00| 50.00000 500.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 7.400 m3 | 140.00000 1036.00| 150.00000 1110.00| 150.00000 1110.00 FLOWABLE MORTAR | | | 0021 303-52308 1497.300 Mg | 17.65000 26427.35| 16.35000 24480.86| 18.00000 26951.40 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 303-52309 893.900 Mg | 22.00000 19665.80| 20.55000 18369.65| 22.60000 20202.14 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0023 401-06264 LUMP| 3200.00000 3200.00| 3500.00000 3500.00| 2200.00000 2200.00 PROFILOGRAPH, HMA | | | 0024 402-05468 1418.800 Mg | 35.80000 50793.04| 33.50000 47529.80| 36.85000 52282.78 HMA BASE 25.0 mm, MAINLINE | | | 0025 402-05474 1366.000 Mg | 37.50000 51225.00| 35.00000 47810.00| 38.50000 52591.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 404.500 Mg | 50.80000 20548.60| 47.50000 19213.75| 52.25000 21135.13 HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 182.000 Mg | 47.90000 8717.80| 44.70000 8135.40| 49.50000 9009.00 HMA BASE 25.0 mm, SHOULDER | | | 0028 402-05495 150.000 Mg | 55.00000 8250.00| 51.40000 7710.00| 56.55000 8482.50 HMA WEDGE AND LEVEL | | | 0029 405-05517 8.170 Mg | 460.00000 3758.20| 439.00000 3586.63| 483.00000 3946.11 ASPHALT FOR PRIME COAT | | | 0030 406-05520 3.860 Mg | 250.00000 965.00| 225.00000 868.50| 247.50000 955.35 ASPHALT FOR TACK COAT | | | 0031 407-04348 1011.000 m2 | 3.00000 3033.00| 3.00000 3033.00| 3.30000 3336.30 SEAL COAT, 2 | | | 0032 601-01522 4.000 EACH| 1200.00000 4800.00| 1095.00000 4380.00| 1210.00000 4840.00 GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-94689 4.000 EACH| 3300.00000 13200.00| 3120.00000 12480.00| 4175.00000 16700.00 GUARDRAIL END TREATMENT, OS | | | 0034 601-95203 4.000 EACH| 650.00000 2600.00| 600.00000 2400.00| 660.00000 2640.00 GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0035 601-99105 146.700 m | 34.00000 4987.80| 32.00000 4694.40| 33.55000 4921.79 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 601-99365 60.960 m | 40.00000 2438.40| 37.00000 2255.52| 37.40000 2279.90 GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0037 602-06729 12.000 EACH| 8.00000 96.00| 7.00000 84.00| 20.00000 240.00 BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1878024 |(6) 35-1134435 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 610-05527 262.300 Mg | 69.00000 18098.70| 64.20000 16839.66| 70.65000 18531.50 HMA FOR APPROACHES | | | 0039 610-06257 141.700 m2 | 56.00000 7935.20| 60.00000 8502.00| 62.00000 8785.40 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0040 611-06497 2.000 EACH| 125.00000 250.00| 100.00000 200.00| 126.50000 253.00 MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 23.000 EACH| 112.00000 2576.00| 107.00000 2461.00| 104.50000 2403.50 RIGHT OF WAY MARKER | | | 0042 615-06505 2.000 EACH| 560.00000 1120.00| 300.00000 600.00| 435.00000 870.00 MONUMENT, B | | | 0043 616-02320 663.000 m2 | 2.20000 1458.60| 1.80000 1193.40| 2.00000 1326.00 GEOTEXTILES | | | 0044 616-06405 659.000 Mg | 27.40000 18056.60| 18.00000 11862.00| 20.00000 13180.00 RIPRAP, REVETMENT | | | 0045 621-01004 2.000 EACH| 690.00000 1380.00| 660.00000 1320.00| 726.00000 1452.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-01743 14.000 kg | 15.00000 210.00| 13.65000 191.10| 15.25000 213.50 SEED MIXTURE, GRASS, 2 | | | 0047 621-02468 26.000 kg | 14.30000 371.80| 13.55000 352.30| 14.95000 388.70 SEED MIXTURE, GRASS, 1 | | | 0048 621-06545 0.500 Mg | 800.00000 400.00| 710.00000 355.00| 781.00000 390.50 FERTILIZER | | | 0049 621-06548 3.900 kg | 60.00000 234.00| 55.00000 214.50| 60.50000 235.95 SEED MIXTURE, CV | | | 0050 621-06553 50.000 kg | 9.70000 485.00| 9.20000 460.00| 10.15000 507.50 SEED MIXTURE, R | | | 0051 621-06565 3.000 Mg | 565.00000 1695.00| 535.00000 1605.00| 590.00000 1770.00 MULCHING MATERIAL | | | 0052 621-06567 2.110 kL | 1.00000 2.11| 1.00000 2.11| 1.00000 2.11 WATER | | | 0053 621-06574 1197.000 m2 | 4.10000 4907.70| 3.80000 4548.60| 4.20000 5027.40 SODDING | | | 0054 622-52436 4.000 EACH| 26.00000 104.00| 20.00000 80.00| 26.40000 105.60 SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 57.000 EACH| 12.40000 706.80| 11.55000 658.35| 12.70000 723.90 SEEDLING | | | 0056 622-98200 4.000 EACH| 26.00000 104.00| 20.00000 80.00| 26.40000 105.60 SIGN, DO NOT DISTURB | | | 0057 701-51195 354.500 m | 116.00000 41122.00| 100.00000 35450.00| 84.00000 29778.00 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1878024 |(6) 35-1134435 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 701-91792 22.000 EACH| 110.00000 2420.00| 75.00000 1650.00| 105.00000 2310.00 PILE TIP, STEEL H | | | 0059 701-97874 48.000 m | 192.00000 9216.00| 225.00000 10800.00| 175.00000 8400.00 PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0060 703-51030 9414.000 kg | 1.58000 14874.12| 1.20000 11296.80| 1.25000 11767.50 REINFORCING STEEL | | | 0061 703-51032 9741.000 kg | 1.84000 17923.44| 1.50000 14611.50| 1.35000 13150.35 REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 120.800 m3 | 605.00000 73084.00| 550.00000 66440.00| 530.00000 64024.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1550.00000 6200.00| 1000.00000 4000.00| 1250.00000 5000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 10.300 m3 | 532.00000 5479.60| 300.00000 3090.00| 470.00000 4841.00 CONCRETE, C, RAILING | | | 0065 709-51821 LUMP| 2700.00000 2700.00| 2879.00000 2879.00| 5000.00000 5000.00 SURFACE SEAL | | | 0066 713-51335 LUMP| 109000.00000 109000.00| 115000.00000 115000.00| 93000.00000 93000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0067 715-05048 609.000 m | 21.00000 12789.00| 9.00000 5481.00| 35.00000 21315.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05053 56.700 m | 21.00000 1190.70| 11.00000 623.70| 14.00000 793.80 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05123 38.000 m | 148.00000 5624.00| 85.00000 3230.00| 115.00000 4370.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0070 715-05169 79.500 m | 137.00000 10891.50| 55.00000 4372.50| 80.00000 6360.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0071 715-46005 10.000 EACH| 275.00000 2750.00| 125.00000 1250.00| 315.00000 3150.00 PIPE END SECTION, 375 mm | | | 0072 715-46020 2.000 EACH| 345.00000 690.00| 250.00000 500.00| 375.00000 750.00 PIPE END SECTION, 600 mm | | | 0073 718-06528 9.000 EACH| 120.00000 1080.00| 180.00000 1620.00| 125.00000 1125.00 OUTLET PROTECTOR, 1 | | | 0074 718-52610 151.000 m3 | 34.00000 5134.00| 32.00000 4832.00| 33.00000 4983.00 AGGREGATE FOR UNDERDRAINS | | | 0075 718-99153 1307.000 m2 | 1.60000 2091.20| 1.20000 1568.40| 2.00000 2614.00 GEOTEXTILES FOR UNDERDRAIN | | | 0076 801-04308 2.000 EACH| 650.00000 1300.00| 595.00000 1190.00| 412.50000 825.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 1577.000 m | 0.50000 788.50| 0.50000 788.50| 1.20000 1892.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 |(5) 35-1878024 |(6) 35-1134435 |DEIG BROTHERS LUMBER & CONST|RAGLE, INC. |FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06207 344.000 m | 3.20000 1100.80| 2.95000 1014.80| 3.58000 1231.52 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06216 4.500 m | 11.00000 49.50| 10.00000 45.00| 21.65000 97.43 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0080 801-06605 8.000 EACH| 175.00000 1400.00| 165.00000 1320.00| 220.00000 1760.00 BARRICADE, IIIA | | | 0081 801-06606 4.000 EACH| 245.00000 980.00| 235.00000 940.00| 275.00000 1100.00 BARRICADE, IIIB | | | 0082 801-06640 16.000 EACH| 205.00000 3280.00| 179.00000 2864.00| 143.00000 2288.00 CONSTRUCTION SIGN, A | | | 0083 801-06645 12.000 EACH| 60.00000 720.00| 54.00000 648.00| 55.00000 660.00 CONSTRUCTION SIGN, B | | | 0084 801-06649 40.000 EACH| 4.00000 160.00| 3.75000 150.00| 25.30000 1012.00 TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0085 801-06775 LUMP| 13000.00000 13000.00| 5000.00000 5000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0086 804-06770 19.000 EACH| 20.00000 380.00| 16.00000 304.00| 23.10000 438.90 DELINEATOR POST | | | 0087 808-06712 120.000 m | 0.50000 60.00| 0.45000 54.00| 1.20000 144.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0088 808-06713 921.000 m | 0.50000 460.50| 0.45000 414.45| 1.20000 1105.20 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0089 808-06714 350.000 m | 0.50000 175.00| 0.45000 157.50| 1.20000 420.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0090 808-06716 150.000 m | 3.20000 480.00| 3.00000 450.00| 3.85000 577.50 LINE, REMOVE | | | 0091 808-06726 4.500 m | 11.00000 49.50| 10.00000 45.00| 6.06000 27.27 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0092 808-75996 20.000 EACH| 25.00000 500.00| 5.00000 100.00| 15.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0093 808-75998 20.000 EACH| 70.00000 1400.00| 65.00000 1300.00| 74.80000 1496.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 779,526.06| $ 780,193.68| $ 785,643.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 779,526.06| $ 780,193.68| $ 785,643.43 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0974806 |(8) 35-1763075 | |SOUTHWEST ENGINEERING |NAAS BROTHERS TRUCKING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 600.00000 3600.00| 1000.00000 6000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 9000.00000 9000.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 65000.00000 65000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 10000.00000 10000.00| CLEARING RIGHT OF WAY | | | 0005 202-02241 128.000 m | 10.00000 1280.00| 7.50000 960.00| GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 660.00000 660.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 3 | | | 0007 202-03000 LUMP| 4600.00000 4600.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 6 | | | 0008 202-03000 LUMP| 5200.00000 5200.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 7 | | | 0009 202-03000 LUMP| 1650.00000 1650.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 8 | | | 0010 202-03000 LUMP| 6250.00000 6250.00| 5000.00000 5000.00| HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 9 | | | 0011 202-51330 LUMP| 13500.00000 13500.00| 10000.00000 10000.00| PRESENT STRUCTURE, REMOVE | | | 0012 202-60820 170.000 m2 | 7.75000 1317.50| 4.00000 680.00| SURFACE MILLING, ASPHALT | | | 0013 203-02000 2344.000 m3 | 22.00000 51568.00| 13.00000 30472.00| EXCAVATION, COMMON | | | 0014 203-02045 768.000 m3 | 7.50000 5760.00| 2.00000 1536.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0015 203-51223 462.000 m3 | 10.25000 4735.50| 15.00000 6930.00| EXCAVATION, WATERWAY | | | 0016 205-02229 148.000 m | 7.25000 1073.00| 10.00000 1480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0017 205-02234 6.000 EACH| 93.00000 558.00| 30.00000 180.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0974806 |(8) 35-1763075 | |SOUTHWEST ENGINEERING |NAAS BROTHERS TRUCKING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 211-02050 415.000 m3 | 26.50000 10997.50| 25.00000 10375.00| B BORROW | | | 0019 211-02060 10.000 m3 | 30.00000 300.00| 30.00000 300.00| B BORROW FOR STRUCTURE BACKFILL | | | 0020 213-52830 7.400 m3 | 100.00000 740.00| 150.00000 1110.00| FLOWABLE MORTAR | | | 0021 303-52308 1497.300 Mg | 18.25000 27325.72| 16.35000 24480.86| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 303-52309 893.900 Mg | 20.00000 17878.00| 20.55000 18369.65| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0023 401-06264 LUMP| 2500.00000 2500.00| 2200.00000 2200.00| PROFILOGRAPH, HMA | | | 0024 402-05468 1418.800 Mg | 41.00000 58170.80| 33.50000 47529.80| HMA BASE 25.0 mm, MAINLINE | | | 0025 402-05474 1366.000 Mg | 42.00000 57372.00| 35.00000 47810.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0026 402-05477 404.500 Mg | 52.00000 21034.00| 47.50000 19213.75| HMA SURFACE 9.5 mm, MAINLINE | | | 0027 402-05481 182.000 Mg | 49.00000 8918.00| 44.70000 8135.40| HMA BASE 25.0 mm, SHOULDER | | | 0028 402-05495 150.000 Mg | 56.00000 8400.00| 51.40000 7710.00| HMA WEDGE AND LEVEL | | | 0029 405-05517 8.170 Mg | 480.00000 3921.60| 439.00000 3586.63| ASPHALT FOR PRIME COAT | | | 0030 406-05520 3.860 Mg | 245.00000 945.70| 225.00000 868.50| ASPHALT FOR TACK COAT | | | 0031 407-04348 1011.000 m2 | 3.30000 3336.30| 3.00000 3033.00| SEAL COAT, 2 | | | 0032 601-01522 4.000 EACH| 1540.00000 6160.00| 1100.00000 4400.00| GUARDRAIL TRANSITION TYPE TGB | | | 0033 601-94689 4.000 EACH| 4050.00000 16200.00| 3795.00000 15180.00| GUARDRAIL END TREATMENT, OS | | | 0034 601-95203 4.000 EACH| 650.00000 2600.00| 600.00000 2400.00| GUARDRAIL END TREATMENT, I, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0035 601-99105 146.700 m | 40.00000 5868.00| 30.50000 4474.35| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 601-99365 60.960 m | 34.00000 2072.64| 34.00000 2072.64| GUARDRAIL, W BEAM, 1.905 m SPACING, FOR | | | TEMPORARY BRIDGE APPROACHES | | | 0037 602-06729 12.000 EACH| 10.00000 120.00| 10.00000 120.00| BARRIER DELINEATOR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0974806 |(8) 35-1763075 | |SOUTHWEST ENGINEERING |NAAS BROTHERS TRUCKING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 610-05527 262.300 Mg | 70.00000 18361.00| 64.20000 16839.66| HMA FOR APPROACHES | | | 0039 610-06257 141.700 m2 | 60.00000 8502.00| 120.00000 17004.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0040 611-06497 2.000 EACH| 190.00000 380.00| 115.00000 230.00| MAILBOX ASSEMBLY, SINGLE | | | 0041 615-06490 23.000 EACH| 105.00000 2415.00| 95.00000 2185.00| RIGHT OF WAY MARKER | | | 0042 615-06505 2.000 EACH| 425.00000 850.00| 395.00000 790.00| MONUMENT, B | | | 0043 616-02320 663.000 m2 | 4.00000 2652.00| 2.80000 1856.40| GEOTEXTILES | | | 0044 616-06405 659.000 Mg | 25.00000 16475.00| 25.00000 16475.00| RIPRAP, REVETMENT | | | 0045 621-01004 2.000 EACH| 725.00000 1450.00| 500.00000 1000.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-01743 14.000 kg | 15.00000 210.00| 45.00000 630.00| SEED MIXTURE, GRASS, 2 | | | 0047 621-02468 26.000 kg | 15.00000 390.00| 45.00000 1170.00| SEED MIXTURE, GRASS, 1 | | | 0048 621-06545 0.500 Mg | 780.00000 390.00| 600.00000 300.00| FERTILIZER | | | 0049 621-06548 3.900 kg | 60.00000 234.00| 45.00000 175.50| SEED MIXTURE, CV | | | 0050 621-06553 50.000 kg | 10.00000 500.00| 7.15000 357.50| SEED MIXTURE, R | | | 0051 621-06565 3.000 Mg | 588.00000 1764.00| 500.00000 1500.00| MULCHING MATERIAL | | | 0052 621-06567 2.110 kL | 1.00000 2.11| 10.00000 21.10| WATER | | | 0053 621-06574 1197.000 m2 | 4.15000 4967.55| 4.00000 4788.00| SODDING | | | 0054 622-52436 4.000 EACH| 26.00000 104.00| 25.00000 100.00| SIGN, DO NOT MOW OR SPRAY | | | 0055 622-91786 57.000 EACH| 12.50000 712.50| 9.00000 513.00| SEEDLING | | | 0056 622-98200 4.000 EACH| 26.00000 104.00| 25.00000 100.00| SIGN, DO NOT DISTURB | | | 0057 701-51195 354.500 m | 90.00000 31905.00| 115.00000 40767.50| PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0974806 |(8) 35-1763075 | |SOUTHWEST ENGINEERING |NAAS BROTHERS TRUCKING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 701-91792 22.000 EACH| 125.00000 2750.00| 125.00000 2750.00| PILE TIP, STEEL H | | | 0059 701-97874 48.000 m | 165.00000 7920.00| 450.00000 21600.00| PILE, STEEL H, REINFORCED CONCRETE | | | ENCASED, HP 310 X 79 | | | 0060 703-51030 9414.000 kg | 1.25000 11767.50| 1.50000 14121.00| REINFORCING STEEL | | | 0061 703-51032 9741.000 kg | 1.50000 14611.50| 1.95000 18994.95| REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 120.800 m3 | 565.00000 68252.00| 750.00000 90600.00| CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1050.00000 4200.00| 1100.00000 4400.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 10.300 m3 | 750.00000 7725.00| 600.00000 6180.00| CONCRETE, C, RAILING | | | 0065 709-51821 LUMP| 2800.00000 2800.00| 4400.00000 4400.00| SURFACE SEAL | | | 0066 713-51335 LUMP| 125000.00000 125000.00| 150000.00000 150000.00| TEMPORARY BRIDGE AND APPROACHES | | | 0067 715-05048 609.000 m | 22.00000 13398.00| 100.00000 60900.00| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05053 56.700 m | 40.00000 2268.00| 38.00000 2154.60| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05123 38.000 m | 80.00000 3040.00| 140.00000 5320.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0070 715-05169 79.500 m | 50.00000 3975.00| 120.00000 9540.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0071 715-46005 10.000 EACH| 175.00000 1750.00| 225.00000 2250.00| PIPE END SECTION, 375 mm | | | 0072 715-46020 2.000 EACH| 250.00000 500.00| 600.00000 1200.00| PIPE END SECTION, 600 mm | | | 0073 718-06528 9.000 EACH| 135.00000 1215.00| 500.00000 4500.00| OUTLET PROTECTOR, 1 | | | 0074 718-52610 151.000 m3 | 56.00000 8456.00| 32.00000 4832.00| AGGREGATE FOR UNDERDRAINS | | | 0075 718-99153 1307.000 m2 | 4.25000 5554.75| 2.75000 3594.25| GEOTEXTILES FOR UNDERDRAIN | | | 0076 801-04308 2.000 EACH| 625.00000 1250.00| 395.00000 790.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0077 801-06203 1577.000 m | 0.55000 867.35| 1.10000 1734.70| TEMPORARY PAVEMENT MARKING, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 429 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 803,916.41 ROUTE : SR 261 CALL ORDER : 429 CONTRACT ID : B -24580-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-0974806 |(8) 35-1763075 | |SOUTHWEST ENGINEERING |NAAS BROTHERS TRUCKING | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 801-06207 344.000 m | 3.25000 1118.00| 3.45000 1186.80| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0079 801-06216 4.500 m | 11.00000 49.50| 20.00000 90.00| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 600 mm | | | 0080 801-06605 8.000 EACH| 175.00000 1400.00| 200.00000 1600.00| BARRICADE, IIIA | | | 0081 801-06606 4.000 EACH| 250.00000 1000.00| 250.00000 1000.00| BARRICADE, IIIB | | | 0082 801-06640 16.000 EACH| 185.00000 2960.00| 130.00000 2080.00| CONSTRUCTION SIGN, A | | | 0083 801-06645 12.000 EACH| 60.00000 720.00| 50.00000 600.00| CONSTRUCTION SIGN, B | | | 0084 801-06649 40.000 EACH| 4.25000 170.00| 23.00000 920.00| TEMPORARY RAISED PAVEMENT MARKER, 1 | | | 0085 801-06775 LUMP| 10500.00000 10500.00| 14500.00000 14500.00| MAINTAINING TRAFFIC | | | 0086 804-06770 19.000 EACH| 18.00000 342.00| 21.00000 399.00| DELINEATOR POST | | | 0087 808-06712 120.000 m | 0.50000 60.00| 1.09000 130.80| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0088 808-06713 921.000 m | 0.50000 460.50| 1.09000 1003.89| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0089 808-06714 350.000 m | 0.50000 175.00| 1.09000 381.50| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0090 808-06716 150.000 m | 3.25000 487.50| 3.50000 525.00| LINE, REMOVE | | | 0091 808-06726 4.500 m | 11.00000 49.50| 5.51000 24.80| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0092 808-75996 20.000 EACH| 10.00000 200.00| 10.00000 200.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0093 808-75998 20.000 EACH| 72.00000 1440.00| 68.00000 1360.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 817,412.52| $ 934,273.53| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 817,412.52| $ 934,273.53| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 445 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,025.67 ROUTE : NHS SR 63 CALL ORDER : 445 CONTRACT ID : B -24598-A COUNTIES : WARREN LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0190020 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 543,617.82 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 580,854.69 106.8498% 3 35-1212938 ATLAS EXCAVATING, INC. $ 667,113.15 122.7173% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1212938 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |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 10.000 MOS | 1200.00000 12000.00| 1000.00000 10000.00| 400.00000 4000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 25000.00000 25000.00| 29000.00000 29000.00| 35000.00000 35000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 221.000 m2 | 8.50000 1878.50| 40.00000 8840.00| 25.00000 5525.00 PAVEMENT, REMOVE | | | 0004 202-02241 249.000 m | 1.00000 249.00| 1.00000 249.00| 5.20000 1294.80 GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 85000.00000 85000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-60820 410.000 m2 | 4.00000 1640.00| 6.00000 2460.00| 4.40000 1804.00 SURFACE MILLING, ASPHALT | | | 0007 202-60822 530.000 m2 | 4.00000 2120.00| 8.00000 4240.00| 3.80000 2014.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0008 203-02080 0.244 km | 30000.00000 7320.00| 15000.00000 3660.00| 65000.00000 15860.00 LINEAR GRADING | | | 0009 210-05803 20.000 m2 | 100.00000 2000.00| 250.00000 5000.00| 135.00000 2700.00 REPAIR/REPLACE PAVED SIDE DITCH | | | 0010 213-52830 25.000 m3 | 158.40000 3960.00| 150.00000 3750.00| 200.00000 5000.00 FLOWABLE MORTAR | | | 0011 303-52308 154.000 Mg | 26.49000 4079.46| 30.00000 4620.00| 39.00000 6006.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 406-05521 2240.000 m2 | 0.50000 1120.00| 0.05000 112.00| 0.10000 224.00 ASPHALT FOR TACK COAT | | | 0013 601-01522 4.000 EACH| 1460.00000 5840.00| 1300.00000 5200.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0014 601-04746 2.000 EACH| 10000.00000 20000.00| 9000.00000 18000.00| 9500.00000 19000.00 ENERGY ABSORBING TERMINAL, CZ | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 445 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,025.67 ROUTE : NHS SR 63 CALL ORDER : 445 CONTRACT ID : B -24598-A COUNTIES : WARREN LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1212938 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 601-94689 2.000 EACH| 3685.00000 7370.00| 3350.00000 6700.00| 3520.00000 7040.00 GUARDRAIL END TREATMENT, OS | | | 0016 601-94690 2.000 EACH| 3685.00000 7370.00| 3350.00000 6700.00| 3520.00000 7040.00 GUARDRAIL END TREATMENT, MS | | | 0017 601-99105 316.230 m | 37.00000 11700.51| 33.00000 10435.59| 35.00000 11068.05 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0018 602-06639 189.100 m | 72.13000 13639.78| 50.00000 9455.00| 85.00000 16073.50 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 256.200 m | 72.13000 18479.71| 45.00000 11529.00| 76.00000 19471.20 TEMPORARY CONCRETE BARRIER | | | 0020 602-06729 48.000 EACH| 10.00000 480.00| 10.00000 480.00| 8.20000 393.60 BARRIER DELINEATOR | | | 0021 610-05527 594.000 Mg | 83.50000 49599.00| 67.00000 39798.00| 80.00000 47520.00 HMA FOR APPROACHES | | | 0022 610-06257 428.000 m2 | 52.64000 22529.92| 60.00000 25680.00| 54.00000 23112.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0023 616-02320 104.000 m2 | 7.15000 743.60| 4.00000 416.00| 6.00000 624.00 GEOTEXTILES | | | 0024 616-06405 72.000 Mg | 33.00000 2376.00| 55.00000 3960.00| 31.00000 2232.00 RIPRAP, REVETMENT | | | 0025 621-01004 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| 325.00000 650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06559 200.000 m2 | 8.00000 1600.00| 5.00000 1000.00| 5.20000 1040.00 MULCHED SEEDING, R | | | 0027 702-03607 3.000 EACH| 200.00000 600.00| 75.00000 225.00| 150.00000 450.00 CORED HOLE IN CONCRETE | | | 0028 702-51863 984.000 EACH| 5.00000 4920.00| 4.00000 3936.00| 8.00000 7872.00 FIELD DRILLED HOLE IN CONCRETE | | | 0029 703-51030 6100.000 kg | 1.20000 7320.00| 1.50000 9150.00| 1.40000 8540.00 REINFORCING STEEL | | | 0030 703-51032 8814.000 kg | 1.30000 11458.20| 2.00000 17628.00| 1.60000 14102.40 REINFORCING STEEL, EPOXY COATED | | | 0031 703-97936 130.000 EACH| 15.00000 1950.00| 15.00000 1950.00| 15.00000 1950.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0032 704-51002 15.400 m3 | 1038.96000 15999.98| 1500.00000 23100.00| 1100.00000 16940.00 CONCRETE, C, SUPERSTRUCTURE | | | 0033 706-05732 8.000 EACH| 1100.00000 8800.00| 700.00000 5600.00| 1050.00000 8400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0034 706-51025 208.400 m | 124.50000 25945.80| 150.00000 31260.00| 160.00000 33344.00 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 445 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,025.67 ROUTE : NHS SR 63 CALL ORDER : 445 CONTRACT ID : B -24598-A COUNTIES : WARREN LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1212938 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 709-51821 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 6000.00000 6000.00 SURFACE SEAL | | | 0036 711-51038 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 18000.00000 18000.00 STRUCTURAL STEEL REPAIR | | | 0037 720-44000 8.000 EACH| 400.00000 3200.00| 300.00000 2400.00| 250.00000 2000.00 CASTING, ADJUST TO GRADE | | | 0038 722-51401 225.000 m2 | 161.40000 36315.00| 220.00000 49500.00| 300.00000 67500.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0039 722-51842 1316.000 m2 | 45.00000 59220.00| 40.00000 52640.00| 44.60000 58693.60 BRIDGE DECK OVERLAY | | | 0040 722-51846 16.600 m3 | 395.00000 6557.00| 395.00000 6557.00| 395.00000 6557.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0041 722-51852 260.000 m2 | 54.00000 14040.00| 70.00000 18200.00| 35.00000 9100.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0042 722-60824 1316.000 m2 | 4.00000 5264.00| 8.00000 10528.00| 3.10000 4079.60 SURFACE MILLING | | | 0043 724-03276 55.600 m | 280.00000 15568.00| 175.00000 9730.00| 145.00000 8062.00 EXPANSION JOINT SEALING SYSTEM | | | 0044 801-06203 492.000 m | 1.33000 654.36| 1.20000 590.40| 1.30000 639.60 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0045 801-06207 2496.000 m | 3.25000 8112.00| 3.00000 7488.00| 3.10000 7737.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0046 801-06640 16.000 EACH| 130.00000 2080.00| 80.00000 1280.00| 90.00000 1440.00 CONSTRUCTION SIGN, A | | | 0047 801-06645 2.000 EACH| 70.00000 140.00| 35.00000 70.00| 38.00000 76.00 CONSTRUCTION SIGN, B | | | 0048 801-06710 360.000 DAY | 20.00000 7200.00| 15.00000 5400.00| 15.00000 5400.00 FLASHING ARROW SIGN | | | 0049 801-06775 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0050 808-06711 162.000 m | 0.60000 97.20| 0.55000 89.10| 0.60000 97.20 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0051 808-06713 546.000 m | 0.60000 327.60| 0.55000 300.30| 0.60000 327.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0052 808-06714 546.000 m | 0.60000 327.60| 0.55000 300.30| 0.60000 327.60 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0053 808-06716 948.000 m | 1.20000 1137.60| 1.00000 948.00| 1.10000 1042.80 LINE, REMOVE | | | 0054 808-75998 12.000 EACH| 80.00000 960.00| 65.00000 780.00| 68.00000 816.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 445 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 685,025.67 ROUTE : NHS SR 63 CALL ORDER : 445 CONTRACT ID : B -24598-A COUNTIES : WARREN LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1212938 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 202-51822 1332.000 m2 | 4.00000 5328.00| 10.00000 13320.00| 5.50000 7326.00 BRIDGE DECK OVERLAY, REMOVE | | | SECTION TOTALS | $ 543,617.82| $ 580,854.69| $ 667,113.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 543,617.82| $ 580,854.69| $ 667,113.15 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 447 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,227.88 ROUTE : SR 124 CALL ORDER : 447 CONTRACT ID : B -24599-A COUNTIES : WELLS LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 429000K SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 280,413.51 100.0000% 2 35-1057237 MCCOY, R.L., INC. $ 288,780.85 102.9839% 3 35-1374866 PRIMCO, INC. $ 299,059.30 106.6493% 4 35-1817530 PIONEER ASSOCIATES, INC. $ 318,816.17 113.6950% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1057237 |(3) 35-1374866 |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 900.00000 3600.00| 800.00000 3200.00| 911.34000 3645.36 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6545.00000 6545.00| 6000.00000 6000.00| 4580.56000 4580.56 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 13700.00000 13700.00| 14400.00000 14400.00| 14871.40000 14871.40 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 735.00000 735.00| 4000.00000 4000.00| 3611.50000 3611.50 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 11200.00000 11200.00| 42600.00000 42600.00| 24391.79000 24391.79 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 540.000 m2 | 8.50000 4590.00| 9.00000 4860.00| 5.96000 3218.40 SURFACE MILLING, ASPHALT | | | 0007 203-02000 166.000 m3 | 24.15000 4008.90| 32.00000 5312.00| 23.72000 3937.52 EXCAVATION, COMMON | | | 0008 203-02070 21.000 m3 | 69.30000 1455.30| 32.00000 672.00| 62.84000 1319.64 BORROW | | | 0009 203-51223 114.000 m3 | 40.00000 4560.00| 28.00000 3192.00| 14.48000 1650.72 EXCAVATION, WATERWAY | | | 0010 205-02224 306.300 m | 5.90000 1807.17| 5.60000 1715.28| 5.60000 1715.28 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 46.000 m | 9.45000 434.70| 9.00000 414.00| 9.00000 414.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 206-51230 72.000 m3 | 40.00000 2880.00| 48.00000 3456.00| 23.83000 1715.76 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 3.500 m3 | 64.00000 224.00| 45.00000 157.50| 126.80000 443.80 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 447 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,227.88 ROUTE : SR 124 CALL ORDER : 447 CONTRACT ID : B -24599-A COUNTIES : WELLS LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1057237 |(3) 35-1374866 |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 211-06467 12.100 m3 | 26.00000 314.60| 28.00000 338.80| 75.51000 913.67 AGGREGATE FOR END BENT BACKFILL | | | 0015 303-52308 822.200 Mg | 18.70000 15375.14| 15.00000 12333.00| 20.01000 16452.22 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 402-05474 186.000 Mg | 36.75000 6835.50| 35.00000 6510.00| 35.00000 6510.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 100.600 Mg | 48.30000 4858.98| 46.00000 4627.60| 46.00000 4627.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 112.000 Mg | 42.00000 4704.00| 40.00000 4480.00| 40.00000 4480.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 622.000 m2 | 3.30000 2052.60| 3.00000 1866.00| 3.00000 1866.00 SEAL COAT, 2 | | | 0020 405-05518 622.000 m2 | 0.75000 466.50| 0.70000 435.40| 0.70000 435.40 ASPHALT FOR PRIME COAT | | | 0021 406-05521 2683.000 m2 | 0.12000 321.96| 0.10000 268.30| 0.10000 268.30 ASPHALT FOR TACK COAT | | | 0022 601-01522 4.000 EACH| 1135.00000 4540.00| 1150.00000 4600.00| 1150.00000 4600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01740 1.000 EACH| 1655.00000 1655.00| 1650.00000 1650.00| 1650.00000 1650.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-06037 3.000 EACH| 646.00000 1938.00| 550.00000 1650.00| 550.00000 1650.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 190.500 m | 34.60000 6591.30| 31.00000 5905.50| 31.00000 5905.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 4.000 EACH| 8.00000 32.00| 5.00000 20.00| 25.00000 100.00 BARRIER DELINEATOR | | | 0027 610-05527 10.600 Mg | 78.75000 834.75| 100.00000 1060.00| 75.00000 795.00 HMA FOR APPROACHES | | | 0028 610-06259 205.800 m2 | 52.50000 10804.50| 49.00000 10084.20| 60.26000 12401.51 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 611-06497 1.000 EACH| 105.00000 105.00| 150.00000 150.00| 150.00000 150.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 5.000 EACH| 115.00000 575.00| 130.00000 650.00| 130.00000 650.00 RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH| 475.00000 950.00| 480.00000 960.00| 480.00000 960.00 MONUMENT, B | | | 0032 616-02320 487.000 m2 | 1.50000 730.50| 2.50000 1217.50| 2.46000 1198.02 GEOTEXTILES | | | 0033 616-06405 367.000 Mg | 25.20000 9248.40| 22.00000 8074.00| 28.55000 10477.85 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 447 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,227.88 ROUTE : SR 124 CALL ORDER : 447 CONTRACT ID : B -24599-A COUNTIES : WELLS LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1057237 |(3) 35-1374866 |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 621-01004 2.000 EACH| 525.00000 1050.00| 500.00000 1000.00| 500.00000 1000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 660.000 m2 | 0.85000 561.00| 0.80000 528.00| 0.80000 528.00 MULCHED SEEDING, R | | | 0036 621-06567 12.000 kL | 0.60000 7.20| 0.53000 6.36| 0.53000 6.36 WATER | | | 0037 621-06574 16.000 m2 | 5.35000 85.60| 5.08000 81.28| 5.08000 81.28 SODDING | | | 0038 621-06575 620.000 m2 | 5.35000 3317.00| 5.08000 3149.60| 5.08000 3149.60 SODDING, NURSERY | | | 0039 622-52436 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 25.00000 50.00 SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 18.000 EACH| 25.00000 450.00| 20.00000 360.00| 20.00000 360.00 SEEDLING | | | 0041 701-51195 82.200 m | 98.00000 8055.60| 115.00000 9453.00| 80.29000 6599.84 PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 12.000 EACH| 90.00000 1080.00| 200.00000 2400.00| 79.11000 949.32 PILE TIP, STEEL H | | | 0043 703-51030 2618.000 kg | 1.30000 3403.40| 1.15000 3010.70| 1.23000 3220.14 REINFORCING STEEL | | | 0044 703-51032 8987.000 kg | 1.50000 13480.50| 1.25000 11233.75| 1.33000 11952.71 REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 70.000 m3 | 470.00000 32900.00| 350.00000 24500.00| 524.50000 36715.00 CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1000.00000 4000.00| 1500.00000 6000.00| 1058.82000 4235.28 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 8.300 m3 | 470.00000 3901.00| 400.00000 3320.00| 900.00000 7470.00 CONCRETE, C, RAILING | | | 0048 707-05971 183.200 m2 | 325.00000 59540.00| 280.00000 51296.00| 330.00000 60456.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 914 mm | | | 0049 709-51821 LUMP| 2800.00000 2800.00| 2540.00000 2540.00| 3971.00000 3971.00 SURFACE SEAL | | | 0050 711-51070 24.000 EACH| 25.00000 600.00| 50.00000 1200.00| 87.00000 2088.00 ANCHOR PLATE, AP 1 | | | 0051 715-05052 40.000 m | 47.50000 1900.00| 30.00000 1200.00| 42.16000 1686.40 PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0052 715-05169 10.500 m | 113.00000 1186.50| 40.00000 420.00| 64.37000 675.89 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05407 40.000 m | 40.00000 1600.00| 36.00000 1440.00| 35.62000 1424.80 PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 447 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,227.88 ROUTE : SR 124 CALL ORDER : 447 CONTRACT ID : B -24599-A COUNTIES : WELLS LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1057237 |(3) 35-1374866 |BAKER & SCHULTZ, INC. |MCCOY, R.L., INC. |PRIMCO, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 715-05443 6.000 m | 100.00000 600.00| 100.00000 600.00| 57.88000 347.28 PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0055 715-46005 2.000 EACH| 275.00000 550.00| 200.00000 400.00| 191.32000 382.64 PIPE END SECTION, 375 mm | | | 0056 801-04308 4.000 EACH| 205.00000 820.00| 195.00000 780.00| 195.00000 780.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06605 8.000 EACH| 53.00000 424.00| 50.00000 400.00| 50.00000 400.00 BARRICADE, IIIA | | | 0058 801-06606 10.000 EACH| 74.00000 740.00| 70.00000 700.00| 70.00000 700.00 BARRICADE, IIIB | | | 0059 801-06625 40.000 EACH| 74.00000 2960.00| 69.00000 2760.00| 69.00000 2760.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 8.000 EACH| 94.00000 752.00| 89.00000 712.00| 89.00000 712.00 CONSTRUCTION SIGN, A | | | 0061 804-06770 2.000 EACH| 18.00000 36.00| 30.00000 60.00| 25.00000 50.00 DELINEATOR POST | | | 0062 808-03631 67.452 m | 18.60000 1254.61| 17.70000 1193.90| 17.70000 1193.90 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0063 808-04896 33.726 m | 18.60000 627.30| 1.77000 59.70| 17.70000 596.95 LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0064 808-06703 492.548 m | 1.70000 837.33| 1.60000 788.08| 1.60000 788.08 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-75240 246.274 m | 1.70000 418.67| 0.16000 39.40| 1.60000 394.03 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0066 808-75996 24.000 EACH| 20.00000 480.00| 5.00000 120.00| 22.00000 528.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 24.000 EACH| 53.00000 1272.00| 5.00000 120.00| 50.00000 1200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 280,413.51| $ 288,780.85| $ 299,059.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 280,413.51| $ 288,780.85| $ 299,059.30 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 447 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,227.88 ROUTE : SR 124 CALL ORDER : 447 CONTRACT ID : B -24599-A COUNTIES : WELLS LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 4.000 MOS | 2200.00000 8800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 15000.00000 15000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4725.00000 4725.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 22000.00000 22000.00| | PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 540.000 m2 | 7.50000 4050.00| | SURFACE MILLING, ASPHALT | | | 0007 203-02000 166.000 m3 | 10.00000 1660.00| | EXCAVATION, COMMON | | | 0008 203-02070 21.000 m3 | 35.00000 735.00| | BORROW | | | 0009 203-51223 114.000 m3 | 8.00000 912.00| | EXCAVATION, WATERWAY | | | 0010 205-02224 306.300 m | 5.60000 1715.28| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0011 205-02229 46.000 m | 9.00000 414.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0012 206-51230 72.000 m3 | 15.00000 1080.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0013 211-02060 3.500 m3 | 100.00000 350.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0014 211-06467 12.100 m3 | 73.50000 889.35| | AGGREGATE FOR END BENT BACKFILL | | | 0015 303-52308 822.200 Mg | 18.65000 15334.03| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 402-05474 186.000 Mg | 37.95000 7058.70| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 100.600 Mg | 49.90000 5019.94| | HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 112.000 Mg | 43.40000 4860.80| | HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 622.000 m2 | 3.25000 2021.50| | SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 447 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,227.88 ROUTE : SR 124 CALL ORDER : 447 CONTRACT ID : B -24599-A COUNTIES : WELLS LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 405-05518 622.000 m2 | 0.75000 466.50| | ASPHALT FOR PRIME COAT | | | 0021 406-05521 2683.000 m2 | 0.11000 295.13| | ASPHALT FOR TACK COAT | | | 0022 601-01522 4.000 EACH| 1150.00000 4600.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-01740 1.000 EACH| 1650.00000 1650.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-06037 3.000 EACH| 550.00000 1650.00| | GUARDRAIL END TREATMENT, I | | | 0025 601-99105 190.500 m | 31.00000 5905.50| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0026 602-06729 4.000 EACH| 25.00000 100.00| | BARRIER DELINEATOR | | | 0027 610-05527 10.600 Mg | 81.35000 862.31| | HMA FOR APPROACHES | | | 0028 610-06259 205.800 m2 | 75.75000 15589.35| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0029 611-06497 1.000 EACH| 150.00000 150.00| | MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 5.000 EACH| 130.00000 650.00| | RIGHT OF WAY MARKER | | | 0031 615-06505 2.000 EACH| 480.00000 960.00| | MONUMENT, B | | | 0032 616-02320 487.000 m2 | 3.85000 1874.95| | GEOTEXTILES | | | 0033 616-06405 367.000 Mg | 20.15000 7395.05| | RIPRAP, REVETMENT | | | 0034 621-01004 2.000 EACH| 500.00000 1000.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-06559 660.000 m2 | 0.80000 528.00| | MULCHED SEEDING, R | | | 0036 621-06567 12.000 kL | 0.53000 6.36| | WATER | | | 0037 621-06574 16.000 m2 | 5.10000 81.60| | SODDING | | | 0038 621-06575 620.000 m2 | 5.10000 3162.00| | SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 447 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,227.88 ROUTE : SR 124 CALL ORDER : 447 CONTRACT ID : B -24599-A COUNTIES : WELLS LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 622-52436 2.000 EACH| 25.00000 50.00| | SIGN, DO NOT MOW OR SPRAY | | | 0040 622-91786 18.000 EACH| 20.00000 360.00| | SEEDLING | | | 0041 701-51195 82.200 m | 200.00000 16440.00| | PILE, STEEL H, HP 310 X 79 | | | 0042 701-91792 12.000 EACH| 150.00000 1800.00| | PILE TIP, STEEL H | | | 0043 703-51030 2618.000 kg | 1.30000 3403.40| | REINFORCING STEEL | | | 0044 703-51032 8987.000 kg | 1.45000 13031.15| | REINFORCING STEEL, EPOXY COATED | | | 0045 704-51002 70.000 m3 | 485.00000 33950.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0046 706-05732 4.000 EACH| 1490.00000 5960.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0047 706-51020 8.300 m3 | 585.00000 4855.50| | CONCRETE, C, RAILING | | | 0048 707-05971 183.200 m2 | 350.00000 64120.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 914 mm | | | 0049 709-51821 LUMP| 3050.00000 3050.00| | SURFACE SEAL | | | 0050 711-51070 24.000 EACH| 40.75000 978.00| | ANCHOR PLATE, AP 1 | | | 0051 715-05052 40.000 m | 76.50000 3060.00| | PIPE, TYPE 4, CIRCULAR, 300 mm | | | 0052 715-05169 10.500 m | 140.00000 1470.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0053 715-05407 40.000 m | 46.00000 1840.00| | PIPE, END BENT DRAIN, 150 mm | | | 0054 715-05443 6.000 m | 210.00000 1260.00| | PIPE, DRAIN TILE TERMINAL SECTION, 300 | | | mm | | | 0055 715-46005 2.000 EACH| 425.00000 850.00| | PIPE END SECTION, 375 mm | | | 0056 801-04308 4.000 EACH| 195.00000 780.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0057 801-06605 8.000 EACH| 50.00000 400.00| | BARRICADE, IIIA | | | 0058 801-06606 10.000 EACH| 70.00000 700.00| | BARRICADE, IIIB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 447 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 310,227.88 ROUTE : SR 124 CALL ORDER : 447 CONTRACT ID : B -24599-A COUNTIES : WELLS LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1817530 | | |PIONEER ASSOCIATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 801-06625 40.000 EACH| 69.00000 2760.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0060 801-06640 8.000 EACH| 89.00000 712.00| | CONSTRUCTION SIGN, A | | | 0061 804-06770 2.000 EACH| 36.00000 72.00| | DELINEATOR POST | | | 0062 808-03631 67.452 m | 17.70000 1193.90| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0063 808-04896 33.726 m | 17.70000 596.95| | LINE, EPOXY, BROKEN, YELLOW, 100 mm | | | 0064 808-06703 492.548 m | 1.60000 788.08| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0065 808-75240 246.274 m | 1.60000 394.04| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0066 808-75996 24.000 EACH| 28.70000 688.80| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0067 808-75998 24.000 EACH| 50.00000 1200.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 318,816.17| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 318,816.17| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 453 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 470,885.78 ROUTE : SR 267 CALL ORDER : 453 CONTRACT ID : B -24700-A COUNTIES : BOONE LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1296004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 468,802.66 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 472,225.23 100.7300% 3 35-1212938 ATLAS EXCAVATING, INC. $ 472,249.42 100.7352% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 491,592.10 104.8612% 5 35-1057871 SMOCK FANSLER CORPORATION $ 497,357.32 106.0909% ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1817574 |(3) 35-1212938 |HARVEY, GEORGE R. & SON, INC|YARDBERRY LANDSCAPE |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1200.00000 7200.00| 500.00000 3000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 22500.00000 22500.00| 17700.00000 17700.00| 24000.00000 24000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 19000.00000 19000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 140.000 m2 | 12.50000 1750.00| 10.00000 1400.00| 11.50000 1610.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 800.000 m3 | 16.00000 12800.00| 9.00000 7200.00| 17.00000 13600.00 EXCAVATION, COMMON | | | 0008 205-02231 60.000 m | 20.00000 1200.00| 50.00000 3000.00| 48.00000 2880.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 205-02234 4.000 EACH| 57.50000 230.00| 60.00000 240.00| 85.00000 340.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 213-52830 385.000 m3 | 100.00000 38500.00| 120.00000 46200.00| 95.00000 36575.00 FLOWABLE MORTAR | | | 0011 303-52308 74.000 Mg | 24.00000 1776.00| 21.00000 1554.00| 23.00000 1702.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 303-52309 970.000 Mg | 18.00000 17460.00| 20.00000 19400.00| 19.00000 18430.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 453 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 470,885.78 ROUTE : SR 267 CALL ORDER : 453 CONTRACT ID : B -24700-A COUNTIES : BOONE LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1817574 |(3) 35-1212938 |HARVEY, GEORGE R. & SON, INC|YARDBERRY LANDSCAPE |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 402-05468 200.000 Mg | 42.25000 8450.00| 45.00000 9000.00| 38.00000 7600.00 HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 210.000 Mg | 42.25000 8872.50| 45.00000 9450.00| 38.00000 7980.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 155.000 Mg | 45.70000 7083.50| 52.00000 8060.00| 42.00000 6510.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 360.000 Mg | 40.25000 14490.00| 45.00000 16200.00| 37.00000 13320.00 HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 1370.000 m2 | 2.00000 2740.00| 2.00000 2740.00| 2.00000 2740.00 SEAL COAT, 2 | | | 0018 405-05518 1335.000 m2 | 1.44000 1922.40| 1.25000 1668.75| 1.35000 1802.25 ASPHALT FOR PRIME COAT | | | 0019 406-05521 7500.000 m2 | 0.43000 3225.00| 0.75000 5625.00| 0.45000 3375.00 ASPHALT FOR TACK COAT | | | 0020 601-01846 2.000 EACH| 1980.00000 3960.00| 1650.00000 3300.00| 1900.00000 3800.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0021 601-06037 2.000 EACH| 880.00000 1760.00| 650.00000 1300.00| 850.00000 1700.00 GUARDRAIL END TREATMENT, I | | | 0022 601-99105 201.930 m | 52.00000 10500.36| 36.00000 7269.48| 49.00000 9894.57 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-06257 163.700 m2 | 60.00000 9822.00| 75.00000 12277.50| 58.00000 9494.60 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 615-06490 12.000 EACH| 123.00000 1476.00| 110.00000 1320.00| 120.00000 1440.00 RIGHT OF WAY MARKER | | | 0025 616-02320 530.000 m2 | 3.00000 1590.00| 3.00000 1590.00| 5.30000 2809.00 GEOTEXTILES | | | 0026 616-06406 320.000 m2 | 20.00000 6400.00| 25.00000 8000.00| 23.00000 7360.00 RIPRAP, REVETMENT | | | 0027 621-01004 2.000 EACH| 600.00000 1200.00| 700.00000 1400.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.100 Mg | 700.00000 70.00| 1000.00000 100.00| 650.00000 65.00 FERTILIZER | | | 0029 621-06548 17.000 kg | 71.00000 1207.00| 100.00000 1700.00| 65.00000 1105.00 SEED MIXTURE, CV | | | 0030 621-06557 35.000 kg | 16.00000 560.00| 8.00000 280.00| 15.00000 525.00 SEED MIXTURE, T | | | 0031 621-06559 2540.000 m2 | 0.55000 1397.00| 0.80000 2032.00| 0.55000 1397.00 MULCHED SEEDING, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 453 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 470,885.78 ROUTE : SR 267 CALL ORDER : 453 CONTRACT ID : B -24700-A COUNTIES : BOONE LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1381845 |(2) 35-1817574 |(3) 35-1212938 |HARVEY, GEORGE R. & SON, INC|YARDBERRY LANDSCAPE |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 621-06565 1.500 Mg | 540.00000 810.00| 450.00000 675.00| 510.00000 765.00 MULCHING MATERIAL | | | 0033 621-06574 860.000 m2 | 4.25000 3655.00| 4.00000 3440.00| 3.90000 3354.00 SODDING | | | 0034 621-06575 400.000 m2 | 4.25000 1700.00| 5.00000 2000.00| 3.90000 1560.00 SODDING, NURSERY | | | 0036 703-51030 121.000 kg | 6.90000 834.90| 1.50000 181.50| 1.50000 181.50 REINFORCING STEEL | | | 0037 703-51032 10535.000 kg | 1.30000 13695.50| 1.70000 17909.50| 1.50000 15802.50 REINFORCING STEEL, EPOXY COATED | | | 0038 709-51821 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 3000.00000 3000.00 SURFACE SEAL | | | 0039 714-03437 83.200 m2 | 500.00000 41600.00| 300.00000 24960.00| 275.00000 22880.00 WINGWALL, PRECAST, REINFORCED CONCRETE | | | 0040 714-04733 16.700 m | 8950.00000 149465.00| 6480.00000 108216.00| 10000.00000 167000.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 9750 mm X 3660 mm | | | 0041 715-05169 45.000 m | 53.00000 2385.00| 90.00000 4050.00| 105.00000 4725.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46005 8.000 EACH| 200.00000 1600.00| 375.00000 3000.00| 190.00000 1520.00 PIPE END SECTION, 375 mm | | | 0043 801-04308 4.000 EACH| 115.00000 460.00| 110.00000 440.00| 120.00000 480.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 12.000 EACH| 69.00000 828.00| 88.00000 1056.00| 70.00000 840.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 69.00000 276.00| 66.00000 264.00| 70.00000 280.00 BARRICADE, IIIB | | | 0046 801-06625 35.000 EACH| 103.50000 3622.50| 99.00000 3465.00| 100.00000 3500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 14.000 EACH| 69.00000 966.00| 88.00000 1232.00| 75.00000 1050.00 CONSTRUCTION SIGN, A | | | 0048 801-06775 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0049 808-06712 70.000 m | 1.15000 80.50| 1.10000 77.00| 1.10000 77.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0050 808-06713 550.000 m | 1.15000 632.50| 0.55000 302.50| 0.60000 330.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 702-93722 115.000 m3 | 250.00000 28750.00| 550.00000 63250.00| 250.00000 28750.00 CONCRETE, C | | | SECTION TOTALS | $ 468,802.66| $ 472,225.23| $ 472,249.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 468,802.66| $ 472,225.23| $ 472,249.42 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 453 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 470,885.78 ROUTE : SR 267 CALL ORDER : 453 CONTRACT ID : B -24700-A COUNTIES : BOONE LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1057871 | |ERBER & MILLIGAN CONSTR. CO.|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1300.00000 7800.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 24000.00000 24000.00| 17000.00000 17000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 3000.00000 3000.00| 6000.00000 6000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 34000.00000 34000.00| 12000.00000 12000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 140.000 m2 | 7.50000 1050.00| 16.00000 2240.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 800.000 m3 | 12.00000 9600.00| 29.00000 23200.00| EXCAVATION, COMMON | | | 0008 205-02231 60.000 m | 30.00000 1800.00| 25.00000 1500.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0009 205-02234 4.000 EACH| 60.00000 240.00| 55.00000 220.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0010 213-52830 385.000 m3 | 80.00000 30800.00| 135.00000 51975.00| FLOWABLE MORTAR | | | 0011 303-52308 74.000 Mg | 25.00000 1850.00| 20.00000 1480.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 303-52309 970.000 Mg | 21.50000 20855.00| 24.00000 23280.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0013 402-05468 200.000 Mg | 50.00000 10000.00| 49.15000 9830.00| HMA BASE 25.0 mm, MAINLINE | | | 0014 402-05474 210.000 Mg | 52.00000 10920.00| 49.35000 10363.50| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 155.000 Mg | 66.00000 10230.00| 66.15000 10253.25| HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 360.000 Mg | 43.00000 15480.00| 40.95000 14742.00| HMA BASE 25.0 mm, SHOULDER | | | 0017 404-05511 1370.000 m2 | 4.00000 5480.00| 3.80000 5206.00| SEAL COAT, 2 | | | 0018 405-05518 1335.000 m2 | 0.50000 667.50| 0.55000 734.25| ASPHALT FOR PRIME COAT | | | 0019 406-05521 7500.000 m2 | 0.20000 1500.00| 0.25000 1875.00| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 453 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 470,885.78 ROUTE : SR 267 CALL ORDER : 453 CONTRACT ID : B -24700-A COUNTIES : BOONE LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1057871 | |ERBER & MILLIGAN CONSTR. CO.|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01846 2.000 EACH| 2000.00000 4000.00| 1570.00000 3140.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0021 601-06037 2.000 EACH| 825.00000 1650.00| 620.00000 1240.00| GUARDRAIL END TREATMENT, I | | | 0022 601-99105 201.930 m | 50.00000 10096.50| 34.65000 6996.87| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-06257 163.700 m2 | 55.00000 9003.50| 81.00000 13259.70| REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 615-06490 12.000 EACH| 110.00000 1320.00| 103.00000 1236.00| RIGHT OF WAY MARKER | | | 0025 616-02320 530.000 m2 | 3.00000 1590.00| 3.00000 1590.00| GEOTEXTILES | | | 0026 616-06406 320.000 m2 | 20.00000 6400.00| 27.00000 8640.00| RIPRAP, REVETMENT | | | 0027 621-01004 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-06545 0.100 Mg | 650.00000 65.00| 650.00000 65.00| FERTILIZER | | | 0029 621-06548 17.000 kg | 70.00000 1190.00| 65.00000 1105.00| SEED MIXTURE, CV | | | 0030 621-06557 35.000 kg | 15.00000 525.00| 15.00000 525.00| SEED MIXTURE, T | | | 0031 621-06559 2540.000 m2 | 0.75000 1905.00| 0.50000 1270.00| MULCHED SEEDING, R | | | 0032 621-06565 1.500 Mg | 500.00000 750.00| 494.00000 741.00| MULCHING MATERIAL | | | 0033 621-06574 860.000 m2 | 4.00000 3440.00| 3.80000 3268.00| SODDING | | | 0034 621-06575 400.000 m2 | 4.00000 1600.00| 3.80000 1520.00| SODDING, NURSERY | | | 0036 703-51030 121.000 kg | 1.60000 193.60| 1.15000 139.15| REINFORCING STEEL | | | 0037 703-51032 10535.000 kg | 1.60000 16856.00| 1.30000 13695.50| REINFORCING STEEL, EPOXY COATED | | | 0038 709-51821 LUMP| 1750.00000 1750.00| 1700.00000 1700.00| SURFACE SEAL | | | 0039 714-03437 83.200 m2 | 400.00000 33280.00| 312.00000 25958.40| WINGWALL, PRECAST, REINFORCED CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 453 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 470,885.78 ROUTE : SR 267 CALL ORDER : 453 CONTRACT ID : B -24700-A COUNTIES : BOONE LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1364963 |(5) 35-1057871 | |ERBER & MILLIGAN CONSTR. CO.|SMOCK FANSLER CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 714-04733 16.700 m | 7500.00000 125250.00| 9281.00000 154992.70| CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, 9750 mm X 3660 mm | | | 0041 715-05169 45.000 m | 70.00000 3150.00| 82.00000 3690.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0042 715-46005 8.000 EACH| 280.00000 2240.00| 200.00000 1600.00| PIPE END SECTION, 375 mm | | | 0043 801-04308 4.000 EACH| 150.00000 600.00| 105.00000 420.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 12.000 EACH| 80.00000 960.00| 63.00000 756.00| BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 80.00000 320.00| 63.00000 252.00| BARRICADE, IIIB | | | 0046 801-06625 35.000 EACH| 95.00000 3325.00| 95.00000 3325.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 14.000 EACH| 160.00000 2240.00| 63.00000 882.00| CONSTRUCTION SIGN, A | | | 0048 801-06775 LUMP| 7500.00000 7500.00| 1000.00000 1000.00| MAINTAINING TRAFFIC | | | 0049 808-06712 70.000 m | 1.00000 70.00| 1.05000 73.50| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0050 808-06713 550.000 m | 1.00000 550.00| 0.55000 302.50| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0051 702-93722 115.000 m3 | 480.00000 55200.00| 345.00000 39675.00| CONCRETE, C | | | SECTION TOTALS | $ 491,592.10| $ 497,357.32| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 491,592.10| $ 497,357.32| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 463 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 61ST STREET CALL ORDER : 463 CONTRACT ID : B -24914-A COUNTIES : VIGO LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR, INC. $ 819,170.67 100.0000% 2 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 876,764.95 107.0308% 3 35-1447641 STRUCTURE CONTRACTORS $ 884,299.43 107.9505% 4 35-1111003 WHITE CONSTRUCTION, INC. $ 999,738.85 122.0428% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 465 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 301,853.60 ROUTE : CR 400W CALL ORDER : 465 CONTRACT ID : B -24915-A COUNTIES : HENRY LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9933027 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 304,360.45 100.0000% 2 35-1609544 SCHUTT-LOOKABILL CO $ 306,284.71 100.6322% 3 35-1310611 ROBERTSON, DUNCAN, INC. $ 312,331.97 102.6191% ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 6.000 MOS | 1000.00000 6000.00| 1400.00000 8400.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 5700.00000 5700.00| 6000.00000 6000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 14500.00000 14500.00| 15500.00000 15500.00| 15000.00000 15000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 8500.00000 8500.00| 4500.00000 4500.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 34000.00000 34000.00| 35280.00000 35280.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 165.000 m2 | 7.50000 1237.50| 10.60000 1749.00| 2.00000 330.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 1337.000 m3 | 9.00000 12033.00| 8.00000 10696.00| 12.00000 16044.00 EXCAVATION, COMMON | | | 0008 203-51223 175.000 m3 | 17.50000 3062.50| 12.00000 2100.00| 10.00000 1750.00 EXCAVATION, WATERWAY | | | 0009 205-02224 335.000 m | 6.00000 2010.00| 6.43000 2154.05| 3.00000 1005.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02229 104.000 m | 9.00000 936.00| 9.26000 963.04| 5.00000 520.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0011 206-51225 10.000 m3 | 25.00000 250.00| 50.00000 500.00| 40.00000 400.00 EXCAVATION, DRY | | | 0012 213-52830 6.400 m3 | 120.00000 768.00| 200.00000 1280.00| 150.00000 960.00 FLOWABLE MORTAR | | | 0013 303-52308 1024.000 Mg | 18.00000 18432.00| 25.08000 25681.92| 25.00000 25600.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 465 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 301,853.60 ROUTE : CR 400W CALL ORDER : 465 CONTRACT ID : B -24915-A COUNTIES : HENRY LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05474 180.000 Mg | 48.00000 8640.00| 58.62000 10551.60| 48.84000 8791.20 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0015 402-05477 93.000 Mg | 68.00000 6324.00| 73.16000 6803.88| 68.20000 6342.60 HMA SURFACE 9.5 mm, MAINLINE | | | 0016 402-05481 44.600 Mg | 80.00000 3568.00| 87.91000 3920.79| 81.95000 3654.97 HMA BASE 25.0 mm, SHOULDER | | | 0017 405-05518 1123.000 m2 | 1.25000 1403.75| 1.42000 1594.66| 1.32000 1482.36 ASPHALT FOR PRIME COAT | | | 0018 406-05521 1246.000 m2 | 0.10000 124.60| 0.07000 87.22| 0.07000 87.22 ASPHALT FOR TACK COAT | | | 0019 601-01854 4.000 EACH| 900.00000 3600.00| 885.00000 3540.00| 825.00000 3300.00 GUARDRAIL TRANSITION, 3.810 m LONG | | | 0020 601-06037 4.000 EACH| 600.00000 2400.00| 720.00000 2880.00| 671.00000 2684.00 GUARDRAIL END TREATMENT, I | | | 0021 601-99105 99.060 m | 35.00000 3467.10| 39.53000 3915.84| 36.85000 3650.36 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0022 603-06040 313.000 m | 22.50000 7042.50| 17.70000 5540.10| 16.50000 5164.50 FENCE, FARM FIELD, 1190 mm | | | 0023 610-06257 119.200 m2 | 55.00000 6556.00| 62.00000 7390.40| 65.00000 7748.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 615-06505 2.000 EACH| 375.00000 750.00| 400.00000 800.00| 300.00000 600.00 MONUMENT, B | | | 0025 616-02320 669.000 m2 | 3.00000 2007.00| 2.00000 1338.00| 3.50000 2341.50 GEOTEXTILES | | | 0026 616-06405 422.000 Mg | 22.50000 9495.00| 24.66000 10406.52| 25.00000 10550.00 RIPRAP, REVETMENT | | | 0027 616-06451 56.000 Mg | 22.50000 1260.00| 24.66000 1380.96| 30.00000 1680.00 RIPRAP, UNIFORM | | | 0028 621-01004 2.000 EACH| 650.00000 1300.00| 885.00000 1770.00| 200.00000 400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-01852 990.000 m2 | 0.65000 643.50| 0.71000 702.90| 0.66000 653.40 MULCHED SEEDING, GRASS, 2 | | | 0030 621-06548 3.000 kg | 45.00000 135.00| 53.00000 159.00| 49.50000 148.50 SEED MIXTURE, CV | | | 0031 621-06559 2730.000 m2 | 0.60000 1638.00| 0.57000 1556.10| 0.53000 1446.90 MULCHED SEEDING, R | | | 0032 621-06574 563.000 m2 | 6.00000 3378.00| 6.79000 3822.77| 6.33000 3563.79 SODDING | | | 0033 622-52436 3.000 EACH| 25.00000 75.00| 24.00000 72.00| 27.50000 82.50 SIGN, DO NOT MOW OR SPRAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 465 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 301,853.60 ROUTE : CR 400W CALL ORDER : 465 CONTRACT ID : B -24915-A COUNTIES : HENRY LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1364963 |(2) 35-1609544 |(3) 35-1310611 |ERBER & MILLIGAN CONSTR. CO.|SCHUTT-LOOKABILL CO |ROBERTSON, DUNCAN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 622-91786 60.000 EACH| 12.50000 750.00| 14.00000 840.00| 13.20000 792.00 SEEDLING | | | 0035 622-98200 6.000 EACH| 25.00000 150.00| 24.00000 144.00| 27.50000 165.00 SIGN, DO NOT DISTURB | | | 0036 701-01840 28.000 m | 200.00000 5600.00| 196.85000 5511.80| 250.00000 7000.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 7.92 mm, 356 mm | | | 0037 701-01849 194.000 m | 150.00000 29100.00| 98.42000 19093.48| 50.00000 9700.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0038 703-51030 7432.000 kg | 1.50000 11148.00| 1.10000 8175.20| 1.25000 9290.00 REINFORCING STEEL | | | 0039 703-51032 9150.000 kg | 1.60000 14640.00| 1.30000 11895.00| 1.40000 12810.00 REINFORCING STEEL, EPOXY COATED | | | 0040 704-51002 110.600 m3 | 480.00000 53088.00| 537.00000 59392.20| 750.00000 82950.00 CONCRETE, C, SUPERSTRUCTURE | | | 0041 706-91957 53.340 m | 200.00000 10668.00| 242.00000 12908.28| 225.50000 12028.17 BRIDGE RAILING, THRIE BEAM | | | 0042 709-51821 LUMP| 3000.00000 3000.00| 1200.00000 1200.00| 2500.00000 2500.00 SURFACE SEAL | | | 0043 801-04308 4.000 EACH| 240.00000 960.00| 212.00000 848.00| 198.00000 792.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0044 801-06605 12.000 EACH| 110.00000 1320.00| 106.00000 1272.00| 100.00000 1200.00 BARRICADE, IIIA | | | 0045 801-06606 4.000 EACH| 125.00000 500.00| 112.00000 448.00| 105.00000 420.00 BARRICADE, IIIB | | | 0046 801-06625 10.000 EACH| 110.00000 1100.00| 106.00000 1060.00| 100.00000 1000.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0047 801-06640 8.000 EACH| 100.00000 800.00| 95.00000 760.00| 88.00000 704.00 CONSTRUCTION SIGN, A | | | SECTION TOTALS | $ 304,360.45| $ 306,284.71| $ 312,331.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 304,360.45| $ 306,284.71| $ 312,331.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 467 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,877.92 ROUTE : POSSUM HOLLOW ROAD CALL ORDER : 467 CONTRACT ID : B -24916-A COUNTIES : FRANKLIN LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/11/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9924006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION $ 796,874.44 100.0000% 2 35-1619477 BROWN, L.L. CONSTR. CO., INC. $ 813,185.76 102.0469% 3 35-1128289 BEATY CONSTRUCTION, INC. $ 829,883.24 104.1422% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1619477 |(3) 35-1128289 |FORCE CONSTRUCTION |BROWN, L.L. CONSTR. CO., INC|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1512.00000 18144.00| 1690.00000 20280.00| 1250.00000 15000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 11200.00000 11200.00| 6945.00000 6945.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39251.52000 39251.52| 32000.00000 32000.00| 41544.15000 41544.15 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 15680.00000 15680.00| 6900.00000 6900.00| 8308.83000 8308.83 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 21760.20000 21760.20| 21600.00000 21600.00| 11500.00000 11500.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 200.000 m2 | 10.92000 2184.00| 7.80000 1560.00| 10.00000 2000.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 4461.000 m3 | 11.00000 49071.00| 8.50000 37918.50| 8.25000 36803.25 EXCAVATION, COMMON | | | 0008 203-02070 16423.000 m3 | 9.35000 153555.05| 10.59000 173919.57| 10.50000 172441.50 BORROW | | | 0009 205-02224 340.000 m | 5.88000 1999.20| 6.25000 2125.00| 5.25000 1785.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0010 205-02231 56.000 m | 11.20000 627.20| 23.11000 1294.16| 44.00000 2464.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 206-51220 136.000 m3 | 15.68000 2132.48| 95.00000 12920.00| 275.00000 37400.00 EXCAVATION, WET | | | 0012 206-51225 6.000 m3 | 15.68000 94.08| 49.00000 294.00| 25.00000 150.00 EXCAVATION, DRY | | | 0013 211-02060 17.000 m3 | 21.34000 362.78| 28.47000 483.99| 31.75000 539.75 B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 467 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,877.92 ROUTE : POSSUM HOLLOW ROAD CALL ORDER : 467 CONTRACT ID : B -24916-A COUNTIES : FRANKLIN LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1619477 |(3) 35-1128289 |FORCE CONSTRUCTION |BROWN, L.L. CONSTR. CO., INC|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 213-52830 46.100 m3 | 76.16000 3510.98| 299.34000 13799.57| 94.50000 4356.45 FLOWABLE MORTAR | | | 0015 303-04095 72.900 Mg | 44.80000 3265.92| 18.90000 1377.81| 33.50000 2442.15 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0016 303-52308 1000.000 Mg | 16.61000 16610.00| 14.43000 14430.00| 20.50000 20500.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05474 352.000 Mg | 47.60000 16755.20| 45.81000 16125.12| 42.00000 14784.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0018 402-05477 204.000 Mg | 61.04000 12452.16| 53.66000 10946.64| 50.00000 10200.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0019 405-05518 2133.000 m2 | 0.84000 1791.72| 0.86000 1834.38| 0.85000 1813.05 ASPHALT FOR PRIME COAT | | | 0020 406-05521 2720.000 m2 | 0.17000 462.40| 0.21000 571.20| 0.15000 408.00 ASPHALT FOR TACK COAT | | | 0021 501-05090 91.400 m2 | 67.20000 6142.08| 60.99000 5574.49| 75.00000 6855.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0023 601-06037 4.000 EACH| 677.60000 2710.40| 650.00000 2600.00| 605.00000 2420.00 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 61.000 m | 38.64000 2357.04| 37.95000 2314.95| 34.50000 2104.50 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 611-06497 2.000 EACH| 179.20000 358.40| 176.00000 352.00| 160.00000 320.00 MAILBOX ASSEMBLY, SINGLE | | | 0026 616-02320 1962.000 m2 | 2.24000 4394.88| 2.92000 5729.04| 2.25000 4414.50 GEOTEXTILES | | | 0027 616-06405 1509.000 Mg | 21.28000 32111.52| 18.67000 28173.03| 22.50000 33952.50 RIPRAP, REVETMENT | | | 0028 621-01004 2.000 EACH| 588.00000 1176.00| 650.00000 1300.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-01956 266.000 kg | 6.50000 1729.00| 6.50000 1729.00| 6.00000 1596.00 SEED MIXTURE, LEGUME, 1 | | | 0030 621-06545 1.000 Mg | 698.88000 698.88| 675.00000 675.00| 650.00000 650.00 FERTILIZER | | | 0031 621-06548 10.000 kg | 54.32000 543.20| 55.80000 558.00| 50.00000 500.00 SEED MIXTURE, CV | | | 0032 621-06553 212.000 kg | 9.36000 1984.32| 9.36000 1984.32| 9.00000 1908.00 SEED MIXTURE, R | | | 0033 621-06565 5.000 Mg | 538.72000 2693.60| 560.00000 2800.00| 500.00000 2500.00 MULCHING MATERIAL | | | 0034 621-06567 3.000 kL | 0.59000 1.77| 1.00000 3.00| 0.65000 1.95 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 467 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,877.92 ROUTE : POSSUM HOLLOW ROAD CALL ORDER : 467 CONTRACT ID : B -24916-A COUNTIES : FRANKLIN LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1619477 |(3) 35-1128289 |FORCE CONSTRUCTION |BROWN, L.L. CONSTR. CO., INC|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06574 147.000 m2 | 9.58000 1408.26| 9.45000 1389.15| 10.50000 1543.50 SODDING | | | 0036 622-52436 8.000 EACH| 22.40000 179.20| 26.00000 208.00| 23.00000 184.00 SIGN, DO NOT MOW OR SPRAY | | | 0037 622-91786 621.000 EACH| 7.28000 4520.88| 9.50000 5899.50| 7.00000 4347.00 SEEDLING | | | 0038 622-98200 4.000 EACH| 22.40000 89.60| 26.50000 106.00| 23.00000 92.00 SIGN, DO NOT DISTURB | | | 0039 701-51155 447.000 m | 85.52000 38227.44| 108.30000 48410.10| 75.00000 33525.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 305 mm | | | 0040 702-51005 87.600 m3 | 505.27000 44261.65| 460.00000 40296.00| 595.00000 52122.00 CONCRETE, A, SUBSTRUCTURE | | | 0041 702-51015 27.800 m3 | 260.85000 7251.63| 420.00000 11676.00| 300.00000 8340.00 CONCRETE, B, FOOTINGS | | | 0042 703-51032 31572.000 kg | 1.41000 44516.52| 1.40000 44200.80| 1.25000 39465.00 REINFORCING STEEL, EPOXY COATED | | | 0043 704-51002 168.900 m3 | 548.27000 92602.80| 541.00000 91374.90| 500.00000 84450.00 CONCRETE, C, SUPERSTRUCTURE | | | 0045 707-05985 252.600 m | 372.40000 94068.24| 375.41000 94828.56| 385.00000 97251.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0046 709-51821 LUMP| 3068.80000 3068.80| 3600.00000 3600.00| 2800.00000 2800.00 SURFACE SEAL | | | 0047 715-46005 2.000 EACH| 229.60000 459.20| 160.00000 320.00| 200.00000 400.00 PIPE END SECTION, 375 mm | | | 0048 715-46020 2.000 EACH| 291.28000 582.56| 240.00000 480.00| 300.00000 600.00 PIPE END SECTION, 600 mm | | | 0049 715-99371 10.000 m | 50.41000 504.10| 49.30000 493.00| 90.00000 900.00 PIPE, GROUP A, 375 mm | | | 0050 715-99373 9.000 m | 72.11000 648.99| 69.50000 625.50| 110.00000 990.00 PIPE, GROUP A, 600 mm | | | 0051 801-04308 2.000 EACH| 280.00000 560.00| 190.00000 380.00| 200.00000 400.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0052 801-06605 6.000 EACH| 84.00000 504.00| 125.00000 750.00| 105.00000 630.00 BARRICADE, IIIA | | | 0053 801-06606 2.000 EACH| 112.00000 224.00| 165.00000 330.00| 112.00000 224.00 BARRICADE, IIIB | | | 0054 801-06640 10.000 EACH| 100.80000 1008.00| 195.00000 1950.00| 95.00000 950.00 CONSTRUCTION SIGN, A | | | 0055 801-06645 2.000 EACH| 33.60000 67.20| 60.00000 120.00| 40.00000 80.00 CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 467 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 862,877.92 ROUTE : POSSUM HOLLOW ROAD CALL ORDER : 467 CONTRACT ID : B -24916-A COUNTIES : FRANKLIN LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1619477 |(3) 35-1128289 |FORCE CONSTRUCTION |BROWN, L.L. CONSTR. CO., INC|BEATY CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06775 LUMP| 5600.00000 5600.00| 6900.00000 6900.00| 20617.00000 20617.00 MAINTAINING TRAFFIC | | | 0057 802-76025 1.160 m2 | 518.56000 601.53| 226.00000 262.16| 206.00000 238.96 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0058 802-76055 8.400 m | 39.20000 329.28| 22.00000 184.80| 20.00000 168.00 SIGN POST, A | | | 0059 601-06376 4.000 EACH| 952.00000 3808.00| 935.00000 3740.00| 850.00000 3400.00 GUARDRAIL TRANSITION, TGS-2 | | | 0060 706-06373 137.200 m | 174.72000 23971.58| 171.60000 23543.52| 156.00000 21403.20 RAILING, TS-2 | | | SECTION TOTALS | $ 796,874.44| $ 813,185.76| $ 829,883.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 796,874.44| $ 813,185.76| $ 829,883.24 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 473 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : ROYAL STREET CALL ORDER : 473 CONTRACT ID : B -24918-A COUNTIES : BOONE LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 80 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 516,508.78 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 588,611.19 113.9595% ==================================================================================================================================== ====================================================================================================================================