INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 300 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,484.26 ROUTE : CR 125E CALL ORDER : 300 CONTRACT ID : B -23736-A COUNTIES : WARREN LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/15/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9986006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 833,316.82 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 909,188.49 109.1047% 3 35-1386990 ISOM, JACK CONSTRUCTION COMPANY, INC. $ 919,016.48 110.2841% 4 35-1111003 WHITE CONSTRUCTION, INC. $ 1,034,497.50 124.1421% 5 37-1351053 MACC OF ILLINOIS, INC. $ 1,117,665.38 134.1225% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06790 10.000 MOS | 1200.00000 12000.00| 700.00000 7000.00| 1200.00000 12000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 17000.00000 17000.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 80700.00000 80700.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 12000.00000 12000.00| 40000.00000 40000.00| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 230.500 m2 | 12.58000 2899.69| 9.00000 2074.50| 9.00000 2074.50 SURFACE MILLING, ASPHALT | | | 0007 203-02000 2938.000 m3 | 6.54000 19214.52| 9.00000 26442.00| 8.50000 24973.00 EXCAVATION, COMMON | | | 0008 203-02010 434.000 m3 | 65.44000 28400.96| 43.00000 18662.00| 65.00000 28210.00 EXCAVATION, ROCK | | | 0009 203-02070 11169.000 m3 | 7.20000 80416.80| 8.50000 94936.50| 9.80000 109456.20 BORROW | | | 0010 203-94803 1357.000 m3 | 4.58000 6215.06| 3.30000 4478.10| 7.00000 9499.00 EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0011 205-02224 600.800 m | 6.25000 3755.00| 6.00000 3604.80| 7.00000 4205.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 198.000 m | 11.00000 2178.00| 7.25000 1435.50| 12.00000 2376.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 300 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,484.26 ROUTE : CR 125E CALL ORDER : 300 CONTRACT ID : B -23736-A COUNTIES : WARREN LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 206-51220 123.000 m3 | 65.45000 8050.35| 80.00000 9840.00| 105.00000 12915.00 EXCAVATION, WET | | | 0014 211-02060 54.700 m3 | 33.00000 1805.10| 30.00000 1641.00| 55.00000 3008.50 B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 9.400 m3 | 153.20000 1440.08| 160.00000 1504.00| 250.00000 2350.00 FLOWABLE MORTAR | | | 0016 303-52308 2171.200 Mg | 14.00000 30396.80| 12.50000 27140.00| 14.80000 32133.76 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 26.100 Mg | 61.00000 1592.10| 95.00000 2479.50| 70.00000 1827.00 HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1167.100 Mg | 54.00000 63023.40| 34.50000 40264.95| 46.00000 53686.60 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 303.900 Mg | 72.00000 21880.80| 43.00000 13067.70| 70.00000 21273.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05481 339.900 Mg | 58.00000 19714.20| 39.50000 13426.05| 52.50000 17844.75 HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 1081.400 m2 | 7.15000 7732.01| 2.60000 2811.64| 8.00000 8651.20 SEAL COAT, 2 | | | 0022 405-05518 4576.400 m2 | 2.00000 9152.80| 0.35000 1601.74| 2.50000 11441.00 ASPHALT FOR PRIME COAT | | | 0023 406-05521 7626.000 m2 | 1.90000 14489.40| 0.15000 1143.90| 2.00000 15252.00 ASPHALT FOR TACK COAT | | | 0024 501-05090 118.100 m2 | 52.50000 6200.25| 51.00000 6023.10| 50.00000 5905.00 CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0025 601-01522 4.000 EACH| 1250.00000 5000.00| 1200.00000 4800.00| 1200.00000 4800.00 GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-06037 4.000 EACH| 650.00000 2600.00| 580.00000 2320.00| 715.00000 2860.00 GUARDRAIL END TREATMENT, I | | | 0027 601-61390 2.000 EACH| 70.00000 140.00| 37.00000 74.00| 50.00000 100.00 GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0028 601-99105 190.500 m | 34.84000 6637.02| 33.00000 6286.50| 41.50000 7905.75 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 8.000 EACH| 20.00000 160.00| 5.50000 44.00| 10.00000 80.00 BARRIER DELINEATOR | | | 0030 605-06120 289.600 m | 26.25000 7602.00| 30.00000 8688.00| 80.00000 23168.00 CURB, CONCRETE | | | 0031 615-06490 28.000 EACH| 120.00000 3360.00| 115.00000 3220.00| 128.00000 3584.00 RIGHT OF WAY MARKER | | | 0032 615-06510 1.000 EACH| 430.00000 430.00| 365.00000 365.00| 500.00000 500.00 MONUMENT, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 300 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,484.26 ROUTE : CR 125E CALL ORDER : 300 CONTRACT ID : B -23736-A COUNTIES : WARREN LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-02320 3728.000 m2 | 3.60000 13420.80| 3.30000 12302.40| 4.50000 16776.00 GEOTEXTILES | | | 0034 616-06405 1707.000 Mg | 25.00000 42675.00| 22.50000 38407.50| 23.00000 39261.00 RIPRAP, REVETMENT | | | 0035 616-06451 1218.000 Mg | 25.00000 30450.00| 22.50000 27405.00| 27.00000 32886.00 RIPRAP, UNIFORM | | | 0036 621-01004 2.000 EACH| 800.00000 1600.00| 780.00000 1560.00| 900.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-01743 73.000 kg | 15.00000 1095.00| 13.20000 963.60| 14.00000 1022.00 SEED MIXTURE, GRASS, 2 | | | 0038 621-02356 82.000 kg | 180.00000 14760.00| 175.00000 14350.00| 180.00000 14760.00 SEEDING, WETLAND | | | 0039 621-06545 1.200 Mg | 700.00000 840.00| 630.00000 756.00| 725.00000 870.00 FERTILIZER | | | 0040 621-06548 9.000 kg | 52.00000 468.00| 46.00000 414.00| 61.00000 549.00 SEED MIXTURE, CV | | | 0041 621-06553 149.000 kg | 9.15000 1363.35| 8.50000 1266.50| 10.01000 1491.49 SEED MIXTURE, R | | | 0042 621-06565 6.200 Mg | 523.60000 3246.32| 490.00000 3038.00| 590.00000 3658.00 MULCHING MATERIAL | | | 0043 621-06567 10.300 kL | 2.00000 20.60| 1.10000 11.33| 10.00000 103.00 WATER | | | 0044 621-06574 566.000 m2 | 5.10000 2886.60| 4.40000 2490.40| 3.55000 2009.30 SODDING | | | 0045 622-01937 1440.000 EACH| 10.00000 14400.00| 8.00000 11520.00| 9.00000 12960.00 PLANT (WETLAND MITIGATION) | | | 0046 622-52436 3.000 EACH| 30.00000 90.00| 26.00000 78.00| 32.00000 96.00 SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 440.000 EACH| 11.00000 4840.00| 8.00000 3520.00| 9.00000 3960.00 SEEDLING | | | 0048 622-98200 22.000 EACH| 25.00000 550.00| 21.50000 473.00| 32.00000 704.00 SIGN, DO NOT DISTURB | | | 0049 701-51190 197.600 m | 65.00000 12844.00| 115.00000 22724.00| 72.00000 14227.20 PILE, STEEL H, HP 250 X 62 | | | 0050 701-91792 24.000 EACH| 90.00000 2160.00| 120.00000 2880.00| 100.00000 2400.00 PILE TIP, STEEL H | | | 0051 702-51005 45.400 m3 | 454.85000 20650.19| 500.00000 22700.00| 390.00000 17706.00 CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 21.200 m3 | 450.00000 9540.00| 350.00000 7420.00| 390.00000 8268.00 CONCRETE, B, FOOTINGS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 300 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,484.26 ROUTE : CR 125E CALL ORDER : 300 CONTRACT ID : B -23736-A COUNTIES : WARREN LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 702-51100 170.000 kg | 6.62000 1125.40| 4.20000 714.00| 8.82000 1499.40 DRAIN PIPE, CAST IRON, 150 mm | | | 0054 702-51110 584.400 kg | 6.62000 3868.73| 3.40000 1986.96| 7.75000 4529.10 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0055 703-51030 4655.000 kg | 1.10000 5120.50| 1.30000 6051.50| 1.05000 4887.75 REINFORCING STEEL | | | 0056 703-51032 13558.000 kg | 1.25000 16947.50| 1.45000 19659.10| 1.20000 16269.60 REINFORCING STEEL, EPOXY COATED | | | 0057 703-97703 70.000 EACH| 13.00000 910.00| 19.00000 1330.00| 12.50000 875.00 THREADED BAR SPLICE, EPOXY COATED | | | 0058 704-51002 102.000 m3 | 488.97000 49874.94| 400.00000 40800.00| 412.00000 42024.00 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-05732 4.000 EACH| 1000.00000 4000.00| 1200.00000 4800.00| 1000.00000 4000.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0060 706-51020 20.500 m3 | 525.00000 10762.50| 550.00000 11275.00| 460.00000 9430.00 CONCRETE, C, RAILING | | | 0061 707-05972 150.500 m2 | 289.76000 43608.88| 715.00000 107607.50| 345.00000 51922.50 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0062 709-51821 LUMP| 3350.00000 3350.00| 3500.00000 3500.00| 3000.00000 3000.00 SURFACE SEAL | | | 0063 715-05048 1328.700 m | 5.00000 6643.50| 4.00000 5314.80| 19.00000 25245.30 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05127 30.500 m | 196.73000 6000.27| 160.00000 4880.00| 150.00000 4575.00 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0065 715-05171 15.200 m | 131.58000 2000.02| 62.00000 942.40| 81.00000 1231.20 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0066 715-92037 45.000 m | 32.89000 1480.05| 12.00000 540.00| 26.00000 1170.00 PIPE, PVC, 100 mm | | | 0067 718-01044 47.000 m | 32.77000 1540.19| 39.00000 1833.00| 49.00000 2303.00 PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0068 718-04881 5.000 EACH| 300.00000 1500.00| 150.00000 750.00| 100.00000 500.00 OUTLET PROTECTOR, B | | | 0069 718-52610 393.000 m3 | 22.00000 8646.00| 45.00000 17685.00| 26.00000 10218.00 AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 3060.000 m2 | 3.59000 10985.40| 1.60000 4896.00| 3.50000 10710.00 GEOTEXTILES FOR UNDERDRAIN | | | 0071 730-02399 2.000 EACH| 350.00000 700.00| 1620.00000 3240.00| 1585.00000 3170.00 SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0072 730-03584 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 300.00000 600.00 SAFETY METAL END SECTION, 4:1, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 300 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,484.26 ROUTE : CR 125E CALL ORDER : 300 CONTRACT ID : B -23736-A COUNTIES : WARREN LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION COMP LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 801-04308 5.000 EACH| 700.00000 3500.00| 380.00000 1900.00| 230.00000 1150.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06605 9.000 EACH| 100.00000 900.00| 80.00000 720.00| 375.00000 3375.00 BARRICADE, IIIA | | | 0075 801-06606 4.000 EACH| 180.00000 720.00| 110.00000 440.00| 400.00000 1600.00 BARRICADE, IIIB | | | 0076 801-06625 18.000 EACH| 100.00000 1800.00| 80.00000 1440.00| 325.00000 5850.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 7.000 EACH| 300.00000 2100.00| 160.00000 1120.00| 275.00000 1925.00 CONSTRUCTION SIGN, A | | | 0078 801-06645 2.000 EACH| 40.00000 80.00| 33.00000 66.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| 7500.00000 7500.00 MAINTAINING TRAFFIC | | | 0080 802-76020 0.500 m2 | 178.00000 89.00| 125.00000 62.50| 510.00000 255.00 SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0081 802-76035 2.800 m2 | 210.00000 588.00| 185.00000 518.00| 195.00000 546.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0082 802-76055 24.600 m | 14.00000 344.40| 11.80000 290.28| 21.50000 528.90 SIGN POST, A | | | 0083 802-76065 4.000 m | 30.00000 120.00| 15.00000 60.00| 22.00000 88.00 SIGN POST, B | | | 0084 804-06770 8.000 EACH| 25.00000 200.00| 18.00000 144.00| 25.00000 200.00 DELINEATOR POST | | | 0085 808-06713 114.200 m | 3.85000 439.67| 3.60000 411.12| 3.01000 343.74 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0086 808-06714 114.200 m | 3.85000 439.67| 3.60000 411.12| 3.01000 343.74 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0087 808-75205 1273.000 m | 1.00000 1273.00| 1.00000 1273.00| 1.40000 1782.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0088 808-75245 1273.000 m | 1.00000 1273.00| 1.00000 1273.00| 1.40000 1782.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0089 202-01261 1.000 EACH| 2500.00000 2500.00| 900.00000 900.00| 900.00000 900.00 TESTING FOR ASBESTOS | | | SECTION TOTALS | $ 833,316.82| $ 909,188.49| $ 919,016.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 833,316.82| $ 909,188.49| $ 919,016.48 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 300 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,484.26 ROUTE : CR 125E CALL ORDER : 300 CONTRACT ID : B -23736-A COUNTIES : WARREN LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 |(5) 37-1351053 | |WHITE CONSTRUCTION, INC. |MACC OF ILLINOIS, 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 10.000 MOS | 1200.00000 12000.00| 1500.00000 15000.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 11500.00000 11500.00| 12950.00000 12950.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 49000.00000 49000.00| 24983.00000 24983.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 14000.00000 14000.00| 60000.00000 60000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 14000.00000 14000.00| 15022.00000 15022.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 230.500 m2 | 9.50000 2189.75| 10.00000 2305.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 2938.000 m3 | 13.85000 40691.30| 9.00000 26442.00| EXCAVATION, COMMON | | | 0008 203-02010 434.000 m3 | 50.00000 21700.00| 60.00000 26040.00| EXCAVATION, ROCK | | | 0009 203-02070 11169.000 m3 | 13.85000 154690.65| 16.00000 178704.00| BORROW | | | 0010 203-94803 1357.000 m3 | 8.40000 11398.80| 22.00000 29854.00| EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0011 205-02224 600.800 m | 6.00000 3604.80| 5.58000 3352.46| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0012 205-02229 198.000 m | 10.50000 2079.00| 9.85000 1950.30| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0013 206-51220 123.000 m3 | 388.00000 47724.00| 30.00000 3690.00| EXCAVATION, WET | | | 0014 211-02060 54.700 m3 | 26.50000 1449.55| 29.00000 1586.30| B BORROW FOR STRUCTURE BACKFILL | | | 0015 213-52830 9.400 m3 | 175.00000 1645.00| 115.00000 1081.00| FLOWABLE MORTAR | | | 0016 303-52308 2171.200 Mg | 15.42000 33479.90| 16.00000 34739.20| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0017 402-05468 26.100 Mg | 129.00000 3366.90| 55.00000 1435.50| HMA BASE 25.0 mm, MAINLINE | | | 0018 402-05474 1167.100 Mg | 56.00000 65357.60| 44.00000 51352.40| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0019 402-05477 303.900 Mg | 67.00000 20361.30| 66.00000 20057.40| HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 300 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,484.26 ROUTE : CR 125E CALL ORDER : 300 CONTRACT ID : B -23736-A COUNTIES : WARREN LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 |(5) 37-1351053 | |WHITE CONSTRUCTION, INC. |MACC OF ILLINOIS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 402-05481 339.900 Mg | 67.00000 22773.30| 50.00000 16995.00| HMA BASE 25.0 mm, SHOULDER | | | 0021 404-05511 1081.400 m2 | 3.60000 3893.04| 6.50000 7029.10| SEAL COAT, 2 | | | 0022 405-05518 4576.400 m2 | 0.70000 3203.48| 1.70000 7779.88| ASPHALT FOR PRIME COAT | | | 0023 406-05521 7626.000 m2 | 0.20000 1525.20| 1.65000 12582.90| ASPHALT FOR TACK COAT | | | 0024 501-05090 118.100 m2 | 70.00000 8267.00| 83.00000 9802.30| CEMENT CONCRETE PAVEMENT, REINFORCED, | | | 250 mm | | | 0025 601-01522 4.000 EACH| 1250.00000 5000.00| 1140.00000 4560.00| GUARDRAIL TRANSITION TYPE TGB | | | 0026 601-06037 4.000 EACH| 600.00000 2400.00| 550.00000 2200.00| GUARDRAIL END TREATMENT, I | | | 0027 601-61390 2.000 EACH| 38.00000 76.00| 35.00000 70.00| GUARDRAIL TERMINAL END SECTION, CURVED, | | | SINGLE FACE, GALVANIZED | | | 0028 601-99105 190.500 m | 34.00000 6477.00| 31.10000 5924.55| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 602-06729 8.000 EACH| 9.00000 72.00| 37.00000 296.00| BARRIER DELINEATOR | | | 0030 605-06120 289.600 m | 68.00000 19692.80| 58.00000 16796.80| CURB, CONCRETE | | | 0031 615-06490 28.000 EACH| 115.00000 3220.00| 103.00000 2884.00| RIGHT OF WAY MARKER | | | 0032 615-06510 1.000 EACH| 500.00000 500.00| 375.00000 375.00| MONUMENT, C | | | 0033 616-02320 3728.000 m2 | 2.35000 8760.80| 3.00000 11184.00| GEOTEXTILES | | | 0034 616-06405 1707.000 Mg | 24.80000 42333.60| 26.00000 44382.00| RIPRAP, REVETMENT | | | 0035 616-06451 1218.000 Mg | 28.70000 34956.60| 42.00000 51156.00| RIPRAP, UNIFORM | | | 0036 621-01004 2.000 EACH| 800.00000 1600.00| 750.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-01743 73.000 kg | 13.50000 985.50| 12.55000 916.15| SEED MIXTURE, GRASS, 2 | | | 0038 621-02356 82.000 kg | 180.00000 14760.00| 167.00000 13694.00| SEEDING, WETLAND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 300 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,484.26 ROUTE : CR 125E CALL ORDER : 300 CONTRACT ID : B -23736-A COUNTIES : WARREN LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 |(5) 37-1351053 | |WHITE CONSTRUCTION, INC. |MACC OF ILLINOIS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06545 1.200 Mg | 650.00000 780.00| 607.00000 728.40| FERTILIZER | | | 0040 621-06548 9.000 kg | 47.50000 427.50| 44.00000 396.00| SEED MIXTURE, CV | | | 0041 621-06553 149.000 kg | 8.75000 1303.75| 8.15000 1214.35| SEED MIXTURE, R | | | 0042 621-06565 6.200 Mg | 500.00000 3100.00| 467.50000 2898.50| MULCHING MATERIAL | | | 0043 621-06567 10.300 kL | 2.00000 20.60| 1.00000 10.30| WATER | | | 0044 621-06574 566.000 m2 | 4.75000 2688.50| 4.25000 2405.50| SODDING | | | 0045 622-01937 1440.000 EACH| 8.00000 11520.00| 7.50000 10800.00| PLANT (WETLAND MITIGATION) | | | 0046 622-52436 3.000 EACH| 27.00000 81.00| 25.00000 75.00| SIGN, DO NOT MOW OR SPRAY | | | 0047 622-91786 440.000 EACH| 8.00000 3520.00| 7.50000 3300.00| SEEDLING | | | 0048 622-98200 22.000 EACH| 22.00000 484.00| 20.00000 440.00| SIGN, DO NOT DISTURB | | | 0049 701-51190 197.600 m | 114.00000 22526.40| 100.00000 19760.00| PILE, STEEL H, HP 250 X 62 | | | 0050 701-91792 24.000 EACH| 85.00000 2040.00| 105.00000 2520.00| PILE TIP, STEEL H | | | 0051 702-51005 45.400 m3 | 718.00000 32597.20| 1900.00000 86260.00| CONCRETE, A, SUBSTRUCTURE | | | 0052 702-51015 21.200 m3 | 508.00000 10769.60| 535.00000 11342.00| CONCRETE, B, FOOTINGS | | | 0053 702-51100 170.000 kg | 8.00000 1360.00| 9.00000 1530.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0054 702-51110 584.400 kg | 6.00000 3506.40| 6.00000 3506.40| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0055 703-51030 4655.000 kg | 1.31000 6098.05| 2.00000 9310.00| REINFORCING STEEL | | | 0056 703-51032 13558.000 kg | 1.49000 20201.42| 2.00000 27116.00| REINFORCING STEEL, EPOXY COATED | | | 0057 703-97703 70.000 EACH| 13.00000 910.00| 21.00000 1470.00| THREADED BAR SPLICE, EPOXY COATED | | | 0058 704-51002 102.000 m3 | 537.00000 54774.00| 825.00000 84150.00| CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-05732 4.000 EACH| 1300.00000 5200.00| 1700.00000 6800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 300 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,484.26 ROUTE : CR 125E CALL ORDER : 300 CONTRACT ID : B -23736-A COUNTIES : WARREN LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 |(5) 37-1351053 | |WHITE CONSTRUCTION, INC. |MACC OF ILLINOIS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 706-51020 20.500 m3 | 640.00000 13120.00| 750.00000 15375.00| CONCRETE, C, RAILING | | | 0061 707-05972 150.500 m2 | 505.00000 76002.50| 335.00000 50417.50| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 533 mm X 914 mm | | | 0062 709-51821 LUMP| 2700.00000 2700.00| 2430.00000 2430.00| SURFACE SEAL | | | 0063 715-05048 1328.700 m | 14.60000 19399.02| 9.00000 11958.30| PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0064 715-05127 30.500 m | 174.00000 5307.00| 275.00000 8387.50| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0065 715-05171 15.200 m | 81.00000 1231.20| 125.00000 1900.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0066 715-92037 45.000 m | 33.00000 1485.00| 50.00000 2250.00| PIPE, PVC, 100 mm | | | 0067 718-01044 47.000 m | 36.00000 1692.00| 50.00000 2350.00| PIPE, UNDERDRAIN OUTLET, PVC, 150mm | | | 0068 718-04881 5.000 EACH| 190.00000 950.00| 300.00000 1500.00| OUTLET PROTECTOR, B | | | 0069 718-52610 393.000 m3 | 34.00000 13362.00| 21.00000 8253.00| AGGREGATE FOR UNDERDRAINS | | | 0070 718-99153 3060.000 m2 | 1.70000 5202.00| 1.00000 3060.00| GEOTEXTILES FOR UNDERDRAIN | | | 0071 730-02399 2.000 EACH| 2550.00000 5100.00| 450.00000 900.00| SAFETY METAL END SECTION, 4:1, 1050 mm | | | 0072 730-03584 2.000 EACH| 300.00000 600.00| 300.00000 600.00| SAFETY METAL END SECTION, 4:1, 450 mm | | | 0073 801-04308 5.000 EACH| 380.00000 1900.00| 350.00000 1750.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0074 801-06605 9.000 EACH| 70.00000 630.00| 60.00000 540.00| BARRICADE, IIIA | | | 0075 801-06606 4.000 EACH| 100.00000 400.00| 90.00000 360.00| BARRICADE, IIIB | | | 0076 801-06625 18.000 EACH| 65.00000 1170.00| 59.00000 1062.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0077 801-06640 7.000 EACH| 165.00000 1155.00| 149.00000 1043.00| CONSTRUCTION SIGN, A | | | 0078 801-06645 2.000 EACH| 35.00000 70.00| 30.00000 60.00| CONSTRUCTION SIGN, B | | | 0079 801-06775 LUMP| 3000.00000 3000.00| 1600.00000 1600.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 300 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 960,484.26 ROUTE : CR 125E CALL ORDER : 300 CONTRACT ID : B -23736-A COUNTIES : WARREN LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 |(5) 37-1351053 | |WHITE CONSTRUCTION, INC. |MACC OF ILLINOIS, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 802-76020 0.500 m2 | 159.00000 79.50| 148.30000 74.15| SIGN, SHEET, ENCLOSED LENS WITH LEGEND | | | 2.03 mm THICKNESS | | | 0081 802-76035 2.800 m2 | 190.00000 532.00| 178.15000 498.82| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0082 802-76055 24.600 m | 12.75000 313.65| 11.70000 287.82| SIGN POST, A | | | 0083 802-76065 4.000 m | 21.00000 84.00| 19.20000 76.80| SIGN POST, B | | | 0084 804-06770 8.000 EACH| 18.00000 144.00| 17.00000 136.00| DELINEATOR POST | | | 0085 808-06713 114.200 m | 3.85000 439.67| 3.50000 399.70| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0086 808-06714 114.200 m | 3.85000 439.67| 3.50000 399.70| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0087 808-75205 1273.000 m | 1.00000 1273.00| 0.90000 1145.70| LINE, THERMOPLASTIC, SOLID, WHITE, 100 | | | mm | | | 0088 808-75245 1273.000 m | 1.00000 1273.00| 0.90000 1145.70| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0089 202-01261 1.000 EACH| 800.00000 800.00| 1000.00000 1000.00| TESTING FOR ASBESTOS | | | SECTION TOTALS | $ 1,034,497.50| $ 1,117,665.38| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,034,497.50| $ 1,117,665.38| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,715.78 ROUTE : STATE LINE PLACE CALL ORDER : 320 CONTRACT ID : B -24145-A COUNTIES : VIGO LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9984036 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-0797609 FEUTZ CONTRACTORS, INC. $ 784,891.55 100.0000% 2 35-1111003 WHITE CONSTRUCTION, INC. $ 862,779.94 109.9234% 3 35-0906416 WEDDLE BROTHERS CONSTRUCTION COMPANY, INC. $ 892,175.02 113.6685% 4 35-1447641 STRUCTURE CONTRACTORS, INC. $ 944,521.60 120.3378% 5 35-1801998 CLR, INC. $ 953,038.87 121.4230% ==================================================================================================================================== |(1) 37-0797609 |(2) 35-1111003 |(3) 35-0906416 |FEUTZ CONTRACTORS, INC. |WHITE CONSTRUCTION, INC. |WEDDLE BROTHERS 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 11.000 MOS | 1300.00000 14300.00| 1200.00000 13200.00| 1177.50000 12952.50 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 10450.00000 10450.00| 8000.00000 8000.00| 10699.32000 10699.32 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 39000.00000 39000.00| 40000.00000 40000.00| 44617.14000 44617.14 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9500.00000 9500.00| 6000.00000 6000.00| 16667.20000 16667.20 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 11001.00000 11001.00| 22000.00000 22000.00| 23866.75000 23866.75 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1615.000 m3 | 3.60000 5814.00| 12.94000 20898.10| 9.90000 15988.50 EXCAVATION, COMMON | | | 0007 203-02070 7236.000 m3 | 7.25000 52461.00| 12.94000 93633.84| 8.34000 60348.24 BORROW | | | 0008 203-51223 2256.000 m3 | 6.00000 13536.00| 6.80000 15340.80| 13.55000 30568.80 EXCAVATION, WATERWAY | | | 0009 205-02229 175.000 m | 10.50000 1837.50| 10.70000 1872.50| 10.27000 1797.25 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 6.000 EACH| 85.00000 510.00| 87.00000 522.00| 83.34000 500.04 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 206-51220 148.000 m3 | 35.00000 5180.00| 63.00000 9324.00| 46.46000 6876.08 EXCAVATION, WET | | | 0012 206-51235 LUMP| 71000.00000 71000.00| 40000.00000 40000.00| 68609.96000 68609.96 COFFERDAM | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,715.78 ROUTE : STATE LINE PLACE CALL ORDER : 320 CONTRACT ID : B -24145-A COUNTIES : VIGO LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 |(2) 35-1111003 |(3) 35-0906416 |FEUTZ CONTRACTORS, INC. |WHITE CONSTRUCTION, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 211-02060 472.000 m3 | 16.00000 7552.00| 20.00000 9440.00| 13.63000 6433.36 B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 13.600 m3 | 112.00000 1523.20| 170.00000 2312.00| 295.92000 4024.51 FLOWABLE MORTAR | | | 0015 303-52308 1476.000 Mg | 15.50000 22878.00| 15.75000 23247.00| 12.63000 18641.88 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 402-05474 477.000 Mg | 45.00000 21465.00| 47.55000 22681.35| 43.63000 20811.51 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 213.000 Mg | 47.00000 10011.00| 51.20000 10905.60| 45.93000 9783.09 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 405-05518 2960.000 m2 | 0.60000 1776.00| 0.59000 1746.40| 0.62000 1835.20 ASPHALT FOR PRIME COAT | | | 0019 406-05521 2911.000 m2 | 0.10000 291.10| 0.30000 873.30| 0.12000 349.32 ASPHALT FOR TACK COAT | | | 0020 601-01128 1.000 EACH| 885.00000 885.00| 880.00000 880.00| 968.78000 968.78 GUARDRAIL TRANSITION TYPE WGB | | | 0021 601-01522 3.000 EACH| 1140.00000 3420.00| 1125.00000 3375.00| 1218.79000 3656.37 GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01700 1.000 EACH| 1620.00000 1620.00| 1600.00000 1600.00| 1666.72000 1666.72 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-06037 3.000 EACH| 625.00000 1875.00| 610.00000 1830.00| 593.77000 1781.31 GUARDRAIL END TREATMENT, I | | | 0024 601-99105 99.067 m | 38.00000 3764.55| 38.00000 3764.55| 33.33000 3301.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06729 8.000 EACH| 7.00000 56.00| 9.00000 72.00| 8.33000 66.64 BARRIER DELINEATOR | | | 0026 603-06040 70.000 m | 28.00000 1960.00| 27.50000 1925.00| 39.30000 2751.00 FENCE, FARM FIELD, 1190 mm | | | 0027 603-06060 17.000 m | 53.00000 901.00| 52.50000 892.50| 37.60000 639.20 FENCE, FARM FIELD, RESET | | | 0028 610-05527 16.700 Mg | 120.00000 2004.00| 55.00000 918.50| 109.09000 1821.80 HMA FOR APPROACHES | | | 0029 610-06257 107.000 m2 | 55.00000 5885.00| 70.00000 7490.00| 85.64000 9163.48 REINFORCED CONCRETE BRIDGE APPROACH,, | | | 250 mm | | | 0030 611-06498 1.000 EACH| 230.00000 230.00| 116.00000 116.00| 270.84000 270.84 MAILBOX ASSEMBLY, DOUBLE | | | 0031 615-06490 21.000 EACH| 65.00000 1365.00| 110.00000 2310.00| 114.59000 2406.39 RIGHT OF WAY MARKER | | | 0032 616-02320 1518.000 m2 | 2.25000 3415.50| 2.40000 3643.20| 1.87000 2838.66 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,715.78 ROUTE : STATE LINE PLACE CALL ORDER : 320 CONTRACT ID : B -24145-A COUNTIES : VIGO LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 |(2) 35-1111003 |(3) 35-0906416 |FEUTZ CONTRACTORS, INC. |WHITE CONSTRUCTION, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 616-06405 1128.000 Mg | 21.00000 23688.00| 18.50000 20868.00| 24.12000 27207.36 RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 990.00000 990.00| 975.00000 975.00| 937.53000 937.53 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01743 33.000 kg | 15.95000 526.35| 15.75000 519.75| 15.17000 500.61 SEED MIXTURE, GRASS, 2 | | | 0036 621-06545 0.900 Mg | 725.00000 652.50| 720.00000 648.00| 687.52000 618.77 FERTILIZER | | | 0037 621-06548 1.700 kg | 60.00000 102.00| 60.00000 102.00| 57.44000 97.65 SEED MIXTURE, CV | | | 0038 621-06553 131.000 kg | 9.50000 1244.50| 9.75000 1277.25| 9.30000 1218.30 SEED MIXTURE, R | | | 0039 621-06565 4.300 Mg | 550.00000 2365.00| 550.00000 2365.00| 528.21000 2271.30 MULCHING MATERIAL | | | 0040 621-06574 317.000 m2 | 7.50000 2377.50| 7.90000 2504.30| 7.56000 2396.52 SODDING | | | 0041 622-05654 150.000 EACH| 7.70000 1155.00| 7.75000 1162.50| 7.29000 1093.50 PLANT, PERENNIAL | | | 0042 622-52436 4.000 EACH| 27.50000 110.00| 27.00000 108.00| 26.04000 104.16 SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 100.000 EACH| 8.80000 880.00| 8.75000 875.00| 8.33000 833.00 SEEDLING | | | 0044 701-04576 410.000 m | 105.10000 43091.00| 126.50000 51865.00| 88.58000 36317.80 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.9 mm, 356 mm, | | | 0045 702-51005 75.600 m3 | 545.00000 41202.00| 720.00000 54432.00| 734.54000 55531.22 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 6.800 m3 | 690.00000 4692.00| 840.00000 5712.00| 1389.21000 9446.63 CONCRETE, B, FOOTINGS | | | 0047 702-51100 82.000 kg | 16.00000 1312.00| 8.50000 697.00| 10.10000 828.20 DRAIN PIPE, CAST IRON, 150 mm | | | 0048 702-51110 585.000 kg | 2.20000 1287.00| 6.00000 3510.00| 6.88000 4024.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0049 703-03622 78.000 EACH| 20.60000 1606.80| 14.60000 1138.80| 13.48000 1051.44 TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0050 703-51030 5478.000 kg | 1.30000 7121.40| 1.21000 6628.38| 1.28000 7011.84 REINFORCING STEEL | | | 0051 703-51032 26672.000 kg | 1.38000 36807.36| 1.36000 36273.92| 1.41000 37607.52 REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 320 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,715.78 ROUTE : STATE LINE PLACE CALL ORDER : 320 CONTRACT ID : B -24145-A COUNTIES : VIGO LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 |(2) 35-1111003 |(3) 35-0906416 |FEUTZ CONTRACTORS, INC. |WHITE CONSTRUCTION, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 704-51002 141.500 m3 | 540.00000 76410.00| 521.00000 73721.50| 559.58000 79180.57 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-01619 1.000 EACH| 1320.00000 1320.00| 1300.00000 1300.00| 1250.04000 1250.04 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0054 706-05732 3.000 EACH| 1320.00000 3960.00| 1300.00000 3900.00| 1250.04000 3750.12 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 30.000 m3 | 640.00000 19200.00| 625.00000 18750.00| 618.15000 18544.50 CONCRETE, C, RAILING | | | 0056 707-05974 225.000 m2 | 410.00000 92250.00| 407.00000 91575.00| 433.90000 97627.50 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 838 mm X 914 mm | | | 0057 709-51821 LUMP| 3900.00000 3900.00| 3900.00000 3900.00| 4406.39000 4406.39 SURFACE SEAL | | | 0058 715-05119 18.000 m | 68.00000 1224.00| 74.20000 1335.60| 112.80000 2030.40 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0059 715-05127 48.000 m | 226.00000 10848.00| 341.50000 16392.00| 369.09000 17716.32 PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0060 715-05169 54.000 m | 71.00000 3834.00| 67.25000 3631.50| 112.80000 6091.20 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05259 86.000 m | 595.00000 51170.00| 724.00000 62264.00| 710.85000 61133.10 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.42 | | | m2 | | | 0062 715-44240 20.800 m3 | 620.00000 12896.00| 615.00000 12792.00| 776.07000 16142.26 CONCRETE, A, STRUCTURES | | | 0063 715-46005 8.000 EACH| 205.00000 1640.00| 175.00000 1400.00| 166.67000 1333.36 PIPE END SECTION, 375 mm | | | 0064 801-04308 4.000 EACH| 423.00000 1692.00| 875.00000 3500.00| 406.26000 1625.04 ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 4.000 EACH| 143.00000 572.00| 155.00000 620.00| 140.63000 562.52 BARRICADE, IIIA | | | 0066 801-06606 4.000 EACH| 154.00000 616.00| 230.00000 920.00| 151.05000 604.20 BARRICADE, IIIB | | | 0067 801-06625 12.000 EACH| 105.00000 1260.00| 98.00000 1176.00| 98.96000 1187.52 DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 6.000 EACH| 121.00000 726.00| 155.00000 930.00| 119.80000 718.80 CONSTRUCTION SIGN, A | | | 0069 802-76025 0.560 m2 | 184.00000 103.04| 185.00000 103.60| 280.39000 157.02 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76065 4.300 m | 16.50000 70.95| 17.00000 73.10| 27.33000 117.52 SIGN POST, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 320 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,715.78 ROUTE : STATE LINE PLACE CALL ORDER : 320 CONTRACT ID : B -24145-A COUNTIES : VIGO LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 37-0797609 |(2) 35-1111003 |(3) 35-0906416 |FEUTZ CONTRACTORS, INC. |WHITE CONSTRUCTION, INC. |WEDDLE BROTHERS CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-06713 883.000 m | 1.10000 971.30| 0.70000 618.10| 1.05000 927.15 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 860.000 m | 1.10000 946.00| 0.70000 602.00| 1.05000 903.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 202-01261 1.000 EACH| 605.00000 605.00| 800.00000 800.00| 364.60000 364.60 TESTING FOR ASBESTOS | | | SECTION TOTALS | $ 784,891.55| $ 862,779.94| $ 892,175.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 784,891.55| $ 862,779.94| $ 892,175.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 320 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,715.78 ROUTE : STATE LINE PLACE CALL ORDER : 320 CONTRACT ID : B -24145-A COUNTIES : VIGO LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1801998 | |STRUCTURE CONTRACTORS, INC. |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 11.000 MOS | 1825.00000 20075.00| 1480.00000 16280.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 15000.00000 15000.00| 10500.00000 10500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 47000.00000 47000.00| 47500.00000 47500.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 16000.00000 16000.00| 19000.00000 19000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 60000.00000 60000.00| 31500.00000 31500.00| PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 1615.000 m3 | 9.50000 15342.50| 6.65000 10739.75| EXCAVATION, COMMON | | | 0007 203-02070 7236.000 m3 | 8.00000 57888.00| 9.00000 65124.00| BORROW | | | 0008 203-51223 2256.000 m3 | 13.00000 29328.00| 7.50000 16920.00| EXCAVATION, WATERWAY | | | 0009 205-02229 175.000 m | 10.00000 1750.00| 9.85000 1723.75| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 6.000 EACH| 81.00000 486.00| 80.00000 480.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 206-51220 148.000 m3 | 28.00000 4144.00| 55.00000 8140.00| EXCAVATION, WET | | | 0012 206-51235 LUMP| 45000.00000 45000.00| 88000.00000 88000.00| COFFERDAM | | | 0013 211-02060 472.000 m3 | 12.00000 5664.00| 18.75000 8850.00| B BORROW FOR STRUCTURE BACKFILL | | | 0014 213-52830 13.600 m3 | 110.00000 1496.00| 125.00000 1700.00| FLOWABLE MORTAR | | | 0015 303-52308 1476.000 Mg | 25.00000 36900.00| 16.50000 24354.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0016 402-05474 477.000 Mg | 45.00000 21465.00| 45.00000 21465.00| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 213.000 Mg | 48.00000 10224.00| 47.00000 10011.00| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 405-05518 2960.000 m2 | 0.55000 1628.00| 0.55000 1628.00| ASPHALT FOR PRIME COAT | | | 0019 406-05521 2911.000 m2 | 0.10000 291.10| 0.10000 291.10| ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 320 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,715.78 ROUTE : STATE LINE PLACE CALL ORDER : 320 CONTRACT ID : B -24145-A COUNTIES : VIGO LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1801998 | |STRUCTURE CONTRACTORS, INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-01128 1.000 EACH| 930.00000 930.00| 1000.00000 1000.00| GUARDRAIL TRANSITION TYPE WGB | | | 0021 601-01522 3.000 EACH| 1170.00000 3510.00| 1250.00000 3750.00| GUARDRAIL TRANSITION TYPE TGB | | | 0022 601-01700 1.000 EACH| 1565.00000 1565.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0023 601-06037 3.000 EACH| 600.00000 1800.00| 600.00000 1800.00| GUARDRAIL END TREATMENT, I | | | 0024 601-99105 99.067 m | 32.00000 3170.14| 34.00000 3368.28| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0025 602-06729 8.000 EACH| 20.00000 160.00| 15.00000 120.00| BARRIER DELINEATOR | | | 0026 603-06040 70.000 m | 38.00000 2660.00| 40.00000 2800.00| FENCE, FARM FIELD, 1190 mm | | | 0027 603-06060 17.000 m | 35.00000 595.00| 35.00000 595.00| FENCE, FARM FIELD, RESET | | | 0028 610-05527 16.700 Mg | 112.00000 1870.40| 121.00000 2020.70| HMA FOR APPROACHES | | | 0029 610-06257 107.000 m2 | 60.00000 6420.00| 75.00000 8025.00| REINFORCED CONCRETE BRIDGE APPROACH,, | | | 250 mm | | | 0030 611-06498 1.000 EACH| 260.00000 260.00| 275.00000 275.00| MAILBOX ASSEMBLY, DOUBLE | | | 0031 615-06490 21.000 EACH| 110.00000 2310.00| 120.00000 2520.00| RIGHT OF WAY MARKER | | | 0032 616-02320 1518.000 m2 | 2.00000 3036.00| 3.00000 4554.00| GEOTEXTILES | | | 0033 616-06405 1128.000 Mg | 32.00000 36096.00| 20.00000 22560.00| RIPRAP, REVETMENT | | | 0034 621-01004 1.000 EACH| 900.00000 900.00| 975.00000 975.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0035 621-01743 33.000 kg | 14.52000 479.16| 15.50000 511.50| SEED MIXTURE, GRASS, 2 | | | 0036 621-06545 0.900 Mg | 662.00000 595.80| 725.00000 652.50| FERTILIZER | | | 0037 621-06548 1.700 kg | 56.00000 95.20| 55.00000 93.50| SEED MIXTURE, CV | | | 0038 621-06553 131.000 kg | 9.00000 1179.00| 9.00000 1179.00| SEED MIXTURE, R | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 320 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,715.78 ROUTE : STATE LINE PLACE CALL ORDER : 320 CONTRACT ID : B -24145-A COUNTIES : VIGO LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1801998 | |STRUCTURE CONTRACTORS, INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 621-06565 4.300 Mg | 510.00000 2193.00| 525.00000 2257.50| MULCHING MATERIAL | | | 0040 621-06574 317.000 m2 | 7.50000 2377.50| 8.00000 2536.00| SODDING | | | 0041 622-05654 150.000 EACH| 7.00000 1050.00| 7.75000 1162.50| PLANT, PERENNIAL | | | 0042 622-52436 4.000 EACH| 28.00000 112.00| 27.00000 108.00| SIGN, DO NOT MOW OR SPRAY | | | 0043 622-91786 100.000 EACH| 10.00000 1000.00| 8.00000 800.00| SEEDLING | | | 0044 701-04576 410.000 m | 104.35000 42783.50| 114.00000 46740.00| PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.9 mm, 356 mm, | | | 0045 702-51005 75.600 m3 | 450.00000 34020.00| 545.00000 41202.00| CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51015 6.800 m3 | 600.00000 4080.00| 1200.00000 8160.00| CONCRETE, B, FOOTINGS | | | 0047 702-51100 82.000 kg | 25.00000 2050.00| 8.00000 656.00| DRAIN PIPE, CAST IRON, 150 mm | | | 0048 702-51110 585.000 kg | 5.00000 2925.00| 5.00000 2925.00| GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0049 703-03622 78.000 EACH| 15.00000 1170.00| 22.00000 1716.00| TIE BAR ASSEMBLY, THREADED, EPOXY | | | COATED, MODIFIED | | | 0050 703-51030 5478.000 kg | 2.00000 10956.00| 1.70000 9312.60| REINFORCING STEEL | | | 0051 703-51032 26672.000 kg | 2.00000 53344.00| 1.82000 48543.04| REINFORCING STEEL, EPOXY COATED | | | 0052 704-51002 141.500 m3 | 525.00000 74287.50| 675.00000 95512.50| CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-01619 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0054 706-05732 3.000 EACH| 1000.00000 3000.00| 1200.00000 3600.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0055 706-51020 30.000 m3 | 500.00000 15000.00| 555.00000 16650.00| CONCRETE, C, RAILING | | | 0056 707-05974 225.000 m2 | 585.00000 131625.00| 560.00000 126000.00| STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 838 mm X 914 mm | | | 0057 709-51821 LUMP| 5000.00000 5000.00| 4000.00000 4000.00| SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 08/23/99 PAGE : 320 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 848,715.78 ROUTE : STATE LINE PLACE CALL ORDER : 320 CONTRACT ID : B -24145-A COUNTIES : VIGO LETTING DATE : 08/17/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1447641 |(5) 35-1801998 | |STRUCTURE CONTRACTORS, INC. |CLR, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 715-05119 18.000 m | 110.00000 1980.00| 60.00000 1080.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0059 715-05127 48.000 m | 360.00000 17280.00| 240.00000 11520.00| PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0060 715-05169 54.000 m | 110.00000 5940.00| 48.00000 2592.00| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0061 715-05259 86.000 m | 685.00000 58910.00| 682.00000 58652.00| PIPE, TYPE 1, DEFORMED, MIN. AREA 2.42 | | | m2 | | | 0062 715-44240 20.800 m3 | 250.00000 5200.00| 700.00000 14560.00| CONCRETE, A, STRUCTURES | | | 0063 715-46005 8.000 EACH| 165.00000 1320.00| 200.00000 1600.00| PIPE END SECTION, 375 mm | | | 0064 801-04308 4.000 EACH| 400.00000 1600.00| 425.00000 1700.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0065 801-06605 4.000 EACH| 140.00000 560.00| 140.00000 560.00| BARRICADE, IIIA | | | 0066 801-06606 4.000 EACH| 145.00000 580.00| 150.00000 600.00| BARRICADE, IIIB | | | 0067 801-06625 12.000 EACH| 100.00000 1200.00| 100.00000 1200.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0068 801-06640 6.000 EACH| 115.00000 690.00| 120.00000 720.00| CONSTRUCTION SIGN, A | | | 0069 802-76025 0.560 m2 | 245.00000 137.20| 250.00000 140.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0070 802-76065 4.300 m | 22.00000 94.60| 25.00000 107.50| SIGN POST, B | | | 0071 808-06713 883.000 m | 1.00000 883.00| 1.05000 927.15| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0072 808-06714 860.000 m | 1.00000 860.00| 1.05000 903.00| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0073 202-01261 1.000 EACH| 2000.00000 2000.00| 390.00000 390.00| TESTING FOR ASBESTOS | | | SECTION TOTALS | $ 944,521.60| $ 953,038.87| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 944,521.60| $ 953,038.87| ====================================================================================================================================