INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 265 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0753014 0753014 0753014 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1193721 SMITH & JOHNSON CONSTRUCTION CO. $ 23,434,386.42 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 24,586,000.00 104.9142% 3 35-1134435 FOERTSCH CONSTRUCTION CONDITIONAL BID $ 24,736,467.38 105.5562% 4 36-2231526 WALSH CONSTR CO OF ILL $ 26,708,756.00 113.9724% 5 99-9995092 GRADEX, INC./E &B PAVING J/V $ 26,935,154.44 114.9385% 6 35-1875662 CRIDER & CRIDER, INC. $ 29,770,882.70 127.0393% ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW TRAFFIC SIGN INSTALLATION | | | 0001 105-06845 LUMP| 240000.00000 240000.00| 250000.00000 250000.00| 437500.00000 437500.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 3000.00000 72000.00| 1900.00000 45600.00| 1372.00000 32928.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 1177000.00000 1177000.00| 1223957.05000 1223957.05| 1225000.00000 1225000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 460000.00000 460000.00| 240000.00000 240000.00| 255000.00000 255000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 220.000 m | 6.00000 1320.00| 9.25000 2035.00| 9.44000 2076.80 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 2500.00000 2500.00| 9400.00000 9400.00| 8500.00000 8500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 1 | | | 0007 202-03000 LUMP| 2500.00000 2500.00| 13500.00000 13500.00| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 36 | | | 0008 202-03000 LUMP| 2500.00000 2500.00| 48000.00000 48000.00| 45000.00000 45000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 37 | | | 0009 202-03783 4.000 EACH| 100.00000 400.00| 175.00000 700.00| 306.00000 1224.00 SIGN, PANEL, REMOVE | | | 0010 202-04998 2.000 EACH| 5000.00000 10000.00| 3300.00000 6600.00| 6400.00000 12800.00 RAILROAD HEADER, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0011 202-74050 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 357.00000 357.00 SIGN, OVERHEAD, REMOVE | | | 0012 202-93047 2.000 EACH| 250.00000 500.00| 500.00000 1000.00| 800.00000 1600.00 MANHOLE, REMOVE | | | 0013 202-96133 45.000 m | 45.00000 2025.00| 40.00000 1800.00| 25.00000 1125.00 PIPE, REMOVE | | | 0014 202-96151 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02000 1000.000 m3 | 1.00000 1000.00| 10.00000 10000.00| 5.50000 5500.00 EXCAVATION, COMMON | | | 0016 203-02055 1181640.000 m3 | 3.45000 4076658.00| 5.08000 6002731.20| 4.10000 4844724.00 EMBANKMENT | | | 0017 203-02100 2982.000 m3 | 3.00000 8946.00| 5.00000 14910.00| 1.00000 2982.00 EXCAVATION, PEAT | | | 0018 205-06931 1178.900 Mg | 15.00000 17683.50| 24.00000 28293.60| 19.60000 23106.44 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0019 205-06933 38.000 EACH| 45.00000 1710.00| 80.00000 3040.00| 55.00000 2090.00 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06934 191.300 Mg | 385.00000 73650.50| 385.00000 73650.50| 392.70000 75123.51 TEMPORARY MULCHING | | | 0021 205-06936 48.900 Mg | 10.00000 489.00| 31.00000 1515.90| 28.00000 1369.20 TEMPORARY SEDIMENT TRAP | | | 0022 206-51230 88.000 m3 | 5.00000 440.00| 35.00000 3080.00| 40.00000 3520.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-07498 177553.200 m2 | 3.80000 674702.16| 3.50000 621436.20| 3.57000 633864.92 SUBGRADE TREATMENT, TYPE A | | | 0024 207-07499 10822.100 m2 | 2.70000 29219.67| 2.60000 28137.46| 2.84000 30734.76 SUBGRADE TREATMENT, TYPE B | | | 0025 207-07502 21215.800 m2 | 2.70000 57282.66| 2.60000 55161.08| 2.96000 62798.77 SUBGRADE TREATMENT, TYPE D | | | 0026 210-06188 LUMP| 40000.00000 40000.00| 120000.00000 120000.00| 105000.00000 105000.00 BRIDGE INSTRUMENTATION , STR. NO. 1 | | | 0027 211-02050 43800.000 m3 | 10.00000 438000.00| 12.20000 534360.00| 11.00000 481800.00 B BORROW | | | 0028 211-06467 374.500 m3 | 35.00000 13107.50| 55.00000 20597.50| 40.00000 14980.00 AGGREGATE FOR END BENT BACKFILL | | | 0029 211-07454 9896.700 m3 | 15.00000 148450.50| 18.00000 178140.60| 16.50000 163295.55 STRUCTURE BACKFILL | | | 0030 301-07448 49178.900 Mg | 15.00000 737683.50| 14.50000 713094.05| 17.50000 860630.75 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 306-08043 276.000 m2 | 10.00000 2760.00| 12.00000 3312.00| 9.00000 2484.00 MILLING, TRANSITION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 401-06264 LUMP| 1650.00000 1650.00| 7500.00000 7500.00| 8500.00000 8500.00 PROFILOGRAPH, HMA | | | 0033 401-07320 6917.000 Mg | 37.00000 255929.00| 40.00000 276680.00| 39.00000 269763.00 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0034 401-07321 290.000 Mg | 37.00000 10730.00| 44.00000 12760.00| 55.00000 15950.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0035 401-07335 11008.000 Mg | 37.00000 407296.00| 49.00000 539392.00| 51.00000 561408.00 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0036 401-07389 3797.000 Mg | 36.00000 136692.00| 35.00000 132895.00| 39.00000 148083.00 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07390 492.000 Mg | 36.00000 17712.00| 35.00000 17220.00| 44.00000 21648.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0038 401-07404 20850.000 Mg | 30.00000 625500.00| 32.00000 667200.00| 39.00000 813150.00 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0039 401-07406 20641.000 Mg | 32.00000 660512.00| 31.00000 639871.00| 34.00000 701794.00 QC/QA-HMA, 1, 64, BASE, 25 mm | | | 0040 401-07407 1846.000 Mg | 32.00000 59072.00| 33.00000 60918.00| 35.00000 64610.00 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0041 401-07409 59022.000 Mg | 32.00000 1888704.00| 31.00000 1829682.00| 34.00000 2006748.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0042 401-07429 20509.000 Mg | 31.00000 635779.00| 31.00000 635779.00| 35.00000 717815.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0043 404-05511 10587.000 m2 | 1.25000 13233.75| 2.20000 23291.40| 2.75000 29114.25 SEAL COAT, 2 | | | 0044 405-05517 165.000 Mg | 320.00000 52800.00| 240.00000 39600.00| 330.00000 54450.00 ASPHALT FOR PRIME COAT | | | 0045 406-05520 110.000 Mg | 190.00000 20900.00| 190.00000 20900.00| 190.00000 20900.00 ASPHALT FOR TACK COAT | | | 0046 601-01522 16.000 EACH| 1200.00000 19200.00| 1525.00000 24400.00| 1555.50000 24888.00 GUARDRAIL TRANSITION TYPE TGB | | | 0047 601-02205 13.000 EACH| 1000.00000 13000.00| 1200.00000 15600.00| 1224.00000 15912.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0048 601-02206 245.700 m | 20.00000 4914.00| 28.00000 6879.60| 28.56000 7017.19 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0049 601-05999 2.000 EACH| 50.00000 100.00| 40.00000 80.00| 40.80000 81.60 CURVED TERMINAL END | | | 0050 601-94689 9.000 EACH| 2300.00000 20700.00| 2100.00000 18900.00| 2142.00000 19278.00 GUARDRAIL END TREATMENT, OS | | | 0051 601-94690 15.000 EACH| 3500.00000 52500.00| 3100.00000 46500.00| 3162.00000 47430.00 GUARDRAIL END TREATMENT, MS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 601-95344 128.400 m | 300.00000 38520.00| 274.00000 35181.60| 279.48000 35885.23 HANDRAIL, PEDESTRIAN | | | 0053 601-97080 13.000 EACH| 2000.00000 26000.00| 2200.00000 28600.00| 2244.00000 29172.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 895.400 m | 40.00000 35816.00| 42.00000 37606.80| 42.84000 38358.94 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0055 601-99108 1000.100 m | 52.00000 52005.20| 66.00000 66006.60| 67.32000 67326.73 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0056 602-06729 226.000 EACH| 10.00000 2260.00| 8.25000 1864.50| 8.42000 1902.92 BARRIER DELINEATOR | | | 0057 602-06944 36.000 m | 200.00000 7200.00| 600.00000 21600.00| 230.00000 8280.00 BARRIER, CONCRETE, 840 mm | | | 0058 603-06040 13613.000 m | 11.00000 149743.00| 13.40000 182414.20| 13.67000 186089.71 FENCE, FARM FIELD, 1190 mm | | | 0059 603-06045 45.000 m | 95.00000 4275.00| 34.50000 1552.50| 35.19000 1583.55 FENCE, CHAIN LINK, 1220 mm | | | 0061 605-06120 301.900 m | 66.00000 19925.40| 40.00000 12076.00| 42.50000 12830.75 CURB, CONCRETE | | | 0062 606-07484 23847.100 m | 0.65000 15500.62| 0.55000 13115.91| 1.00000 23847.10 MILLED HMA SHOULDER CORRUGATIONS | | | 0063 606-07485 1671.200 m | 2.50000 4178.00| 2.25000 3760.20| 3.00000 5013.60 MILLED PCCP SHOULDER CORRUGATIONS | | | 0064 607-06340 129.000 m | 110.00000 14190.00| 170.00000 21930.00| 100.00000 12900.00 PAVED SIDE DITCH, B | | | 0065 610-05527 8690.000 Mg | 44.00000 382360.00| 40.00000 347600.00| 56.25000 488812.50 HMA FOR APPROACHES | | | 0066 610-06259 1323.400 m2 | 65.00000 86021.00| 60.00000 79404.00| 50.00000 66170.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0067 611-06497 1.000 EACH| 200.00000 200.00| 165.00000 165.00| 168.30000 168.30 MAILBOX ASSEMBLY, SINGLE | | | 0068 615-06490 97.000 EACH| 90.00000 8730.00| 110.00000 10670.00| 112.20000 10883.40 RIGHT OF WAY MARKER | | | 0069 615-06505 42.000 EACH| 325.00000 13650.00| 385.00000 16170.00| 392.70000 16493.40 MONUMENT, B | | | 0070 615-06510 37.000 EACH| 200.00000 7400.00| 350.00000 12950.00| 357.00000 13209.00 MONUMENT, C | | | 0071 616-02320 10721.600 m2 | 1.00000 10721.60| 1.65000 17690.64| 1.86000 19942.18 GEOTEXTILES | | | 0072 616-05688 525.600 Mg | 30.00000 15768.00| 22.50000 11826.00| 25.50000 13402.80 RIPRAP, CLASS 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 616-05689 119.000 Mg | 35.00000 4165.00| 23.00000 2737.00| 26.50000 3153.50 RIPRAP, CLASS 2 | | | 0074 616-06405 6956.400 Mg | 20.00000 139128.00| 21.50000 149562.60| 17.00000 118258.80 RIPRAP, REVETMENT | | | 0075 621-01004 6.000 EACH| 800.00000 4800.00| 800.00000 4800.00| 816.00000 4896.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0076 621-04258 206.780 kg | 5.15000 1064.92| 5.15000 1064.92| 5.25000 1085.60 SEED MIXTURE , ANNUAL RYEGRASS | | | 0077 621-04258 243.650 kg | 79.77000 19435.96| 79.77000 19435.96| 81.37000 19825.80 SEED MIXTURE , DITCH BOTTOM SEED MIX | | | 0078 621-04258 130.730 kg | 112.50000 14707.13| 112.50000 14707.13| 114.75000 15001.27 SEED MIXTURE , ROADSIDE PRAIRIE SEED MIX| | | 0079 621-04258 18.480 kg | 235.00000 4342.80| 235.00000 4342.80| 239.70000 4429.66 SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0080 621-06545 64.920 Mg | 525.00000 34083.00| 525.00000 34083.00| 535.50000 34764.66 FERTILIZER | | | 0081 621-06548 242.500 kg | 66.00000 16005.00| 66.00000 16005.00| 67.32000 16325.10 SEED MIXTURE, CV | | | 0082 621-06553 11989.000 kg | 6.05000 72533.45| 6.05000 72533.45| 6.17000 73972.13 SEED MIXTURE, R | | | 0083 621-06557 567.900 kg | 4.80000 2725.92| 4.80000 2725.92| 4.90000 2782.71 SEED MIXTURE, T | | | 0084 621-06565 634.030 Mg | 385.00000 244101.55| 385.00000 244101.55| 392.70000 248983.58 MULCHING MATERIAL | | | 0085 621-06567 816.900 kL | 1.00000 816.90| 1.00000 816.90| 1.00000 816.90 WATER | | | 0086 621-06574 45494.800 m2 | 3.08000 140123.98| 3.08000 140123.98| 3.14000 142853.67 SODDING | | | 0087 622-52436 32.000 EACH| 31.00000 992.00| 31.00000 992.00| 31.62000 1011.84 SIGN, DO NOT MOW OR SPRAY | | | 0088 622-91786 4605.000 EACH| 4.80000 22104.00| 4.80000 22104.00| 4.90000 22564.50 SEEDLING | | | 0089 622-91786 360.000 EACH| 36.55000 13158.00| 26.55000 9558.00| 27.08000 9748.80 SEEDLING , 3 GALLON CONTAINER GROWN | | | 0090 701-01849 2263.000 m | 155.00000 350765.00| 125.00000 282875.00| 100.00000 226300.00 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0091 701-05779 LUMP| 5000.00000 5000.00| 60000.00000 60000.00| 70800.00000 70800.00 FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT , STR. NO. 3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 701-05779 LUMP| 5000.00000 5000.00| 60000.00000 60000.00| 70800.00000 70800.00 FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT , STR. NO. 4 | | | 0093 701-05780 641.200 m3 | 210.00000 134652.00| 215.00000 137858.00| 450.00000 288540.00 DRILLED SHAFT CONCRETE | | | 0094 701-05781 591.800 m3 | 650.00000 384670.00| 435.00000 257433.00| 660.00000 390588.00 UNCLASSIFIED SHAFT EXCAVATION | | | 0095 701-05782 37.200 m3 | 1000.00000 37200.00| 125.00000 4650.00| 550.00000 20460.00 UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | 0096 701-05783 24.000 h | 500.00000 12000.00| 500.00000 12000.00| 650.00000 15600.00 OBSTRUCTIONS | | | 0097 701-05787 LUMP| 40000.00000 40000.00| 12000.00000 12000.00| 13700.00000 13700.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION , STR. NO. 3 | | | 0098 701-05787 LUMP| 40000.00000 40000.00| 12000.00000 12000.00| 13700.00000 13700.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION , STR. NO. 4 | | | 0099 701-06011 4.000 EACH| 3850.00000 15400.00| 1000.00000 4000.00| 350.00000 1400.00 DYNAMIC PILE LOAD TEST | | | 0100 701-99086 108.000 EACH| 200.00000 21600.00| 200.00000 21600.00| 300.00000 32400.00 PILE TIP, STEEL SHELL | | | 0101 702-51005 738.100 m3 | 520.00000 383812.00| 350.00000 258335.00| 700.00000 516670.00 CONCRETE, A, SUBSTRUCTURE | | | 0102 702-51015 127.200 m3 | 390.00000 49608.00| 350.00000 44520.00| 700.00000 89040.00 CONCRETE, B, FOOTINGS | | | 0103 702-90915 0.440 m3 | 2200.00000 968.00| 1250.00000 550.00| 1250.00000 550.00 CONCRETE, A | | | 0104 702-93722 2370.500 m3 | 500.00000 1185250.00| 225.00000 533362.50| 160.00000 379280.00 CONCRETE, C | | | 0107 703-51030 83275.000 kg | 1.25000 104093.75| 1.60000 133240.00| 1.20000 99930.00 REINFORCING STEEL | | | 0108 703-51032 623522.000 kg | 1.30000 810578.60| 1.80000 1122339.60| 0.75000 467641.50 REINFORCING STEEL, EPOXY COATED | | | 0110 704-51002 1242.500 m3 | 550.00000 683375.00| 350.00000 434875.00| 442.50000 549806.25 CONCRETE, C, SUPERSTRUCTURE | | | 0111 706-05732 25.000 EACH| 1200.00000 30000.00| 800.00000 20000.00| 450.00000 11250.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0112 706-51020 528.000 m3 | 550.00000 290400.00| 285.00000 150480.00| 280.00000 147840.00 CONCRETE, C, RAILING | | | 0113 706-99291 312.300 m | 130.00000 40599.00| 65.00000 20299.50| 70.00000 21861.00 RAILING, CONCRETE, C, 840 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 707-05984 943.000 m | 425.00000 400775.00| 450.00000 424350.00| 491.76000 463729.68 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0115 707-05996 618.700 m | 853.00000 527751.10| 980.00000 606326.00| 1421.64000 879568.67 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1524 mm | | | 0116 709-51821 LUMP| 20000.00000 20000.00| 23000.00000 23000.00| 17665.00000 17665.00 SURFACE SEAL | | | 0117 709-51821 LUMP| 5200.00000 5200.00| 6000.00000 6000.00| 5450.00000 5450.00 SURFACE SEAL , STR. NO. 1 | | | 0118 709-51821 LUMP| 5200.00000 5200.00| 6000.00000 6000.00| 5450.00000 5450.00 SURFACE SEAL , STR. NO. 2 | | | 0119 709-51821 LUMP| 5200.00000 5200.00| 9000.00000 9000.00| 5045.00000 5045.00 SURFACE SEAL , STR. NO. 3 | | | 0120 709-51821 LUMP| 5200.00000 5200.00| 9000.00000 9000.00| 5045.00000 5045.00 SURFACE SEAL , STR. NO. 4 | | | 0121 713-51334 LUMP| 5000.00000 5000.00| 84000.00000 84000.00| 140000.00000 140000.00 TEMPORARY PIPE AND APPROACHES | | | 0123 714-06171 69.000 m | 3400.00000 234600.00| 3230.00000 222870.00| 2846.00000 196374.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 54OO mm X 1200 mm | | | 0124 714-06660 48.780 m2 | 2000.00000 97560.00| 1665.00000 81218.70| 1217.00000 59365.26 WINGWALL | | | 0127 714-26703 57.000 m | 1350.00000 76950.00| 980.00000 55860.00| 1000.00000 57000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0128 714-26724 33.000 m | 2700.00000 89100.00| 2510.00000 82830.00| 2145.00000 70785.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0129 714-26725 72.600 m | 2750.00000 199650.00| 2270.00000 164802.00| 2245.00000 162987.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0130 714-44240 7.100 m3 | 750.00000 5325.00| 450.00000 3195.00| 663.87000 4713.48 CONCRETE, A, STRUCTURES | | | 0131 715-05019 110.000 m | 166.00000 18260.00| 160.00000 17600.00| 175.00000 19250.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0132 715-05024 58.700 m | 180.00000 10566.00| 160.00000 9392.00| 175.00000 10272.50 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0133 715-05048 30162.400 m | 5.00000 150812.00| 6.40000 193039.36| 8.28000 249744.67 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0134 715-05053 4437.800 m | 30.00000 133134.00| 28.00000 124258.40| 30.00000 133134.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 715-05125 25.500 m | 147.00000 3748.50| 130.00000 3315.00| 200.00000 5100.00 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0136 715-05128 25.000 m | 325.00000 8125.00| 260.00000 6500.00| 348.00000 8700.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0137 715-05129 32.000 m | 360.00000 11520.00| 265.00000 8480.00| 365.00000 11680.00 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0138 715-05138 27.000 m | 550.00000 14850.00| 730.00000 19710.00| 745.00000 20115.00 PIPE, TYPE 1, CIRCULAR, 1950 mm | | | 0139 715-05141 18.500 m | 668.00000 12358.00| 825.00000 15262.50| 822.00000 15207.00 PIPE, TYPE 1, CIRCULAR, 2100 mm | | | 0140 715-05149 116.500 m | 55.00000 6407.50| 52.00000 6058.00| 47.90000 5580.35 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0141 715-05151 229.300 m | 60.00000 13758.00| 58.00000 13299.40| 50.00000 11465.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0143 715-05169 29.000 m | 70.00000 2030.00| 58.00000 1682.00| 50.00000 1450.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0145 715-05173 31.500 m | 96.00000 3024.00| 106.00000 3339.00| 145.50000 4583.25 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0146 715-05175 25.000 m | 146.00000 3650.00| 135.00000 3375.00| 112.60000 2815.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0147 715-05218 933.600 m | 75.00000 70020.00| 59.00000 55082.40| 50.00000 46680.00 PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0149 715-05252 18.000 m | 426.00000 7668.00| 520.00000 9360.00| 560.50000 10089.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.90 | | | m2 | | | 0150 715-05257 2.300 m | 1000.00000 2300.00| 1400.00000 3220.00| 925.00000 2127.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.30 | | | m2 | | | 0151 715-05265 65.000 m | 943.00000 61295.00| 530.00000 34450.00| 1100.00000 71500.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.98 | | | m2 | | | 0152 715-05366 11.000 m | 170.00000 1870.00| 150.00000 1650.00| 309.60000 3405.60 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0153 715-05373 12.000 m | 290.00000 3480.00| 255.00000 3060.00| 461.45000 5537.40 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0154 715-05375 12.000 m | 290.00000 3480.00| 255.00000 3060.00| 463.43000 5561.16 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0155 715-05407 240.000 m | 155.00000 37200.00| 18.00000 4320.00| 18.00000 4320.00 PIPE, END BENT DRAIN, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0156 715-06004 2.000 EACH| 1183.00000 2366.00| 875.00000 1750.00| 735.00000 1470.00 CONCRETE ANCHOR, 1200 mm | | | 0157 715-06471 2.000 EACH| 298.00000 596.00| 365.00000 730.00| 450.00000 900.00 PIPE END SECTION, MIN. AREA .31 m2 | | | 0158 715-06492 4.000 EACH| 1360.00000 5440.00| 920.00000 3680.00| 830.00000 3320.00 CONCRETE ANCHOR, 1350 mm | | | 0159 715-06629 2.000 EACH| 880.00000 1760.00| 960.00000 1920.00| 1500.00000 3000.00 PIPE END SECTION, MIN. AREA 0.95 m2 | | | 0160 715-06691 2.000 EACH| 2500.00000 5000.00| 1020.00000 2040.00| 1470.00000 2940.00 CONCRETE ANCHOR, 2400 mm | | | 0162 715-06923 107.000 m | 550.00000 58850.00| 815.00000 87205.00| 1244.00000 133108.00 PIPE, TYPE 2, CIRCULAR, 2100 mm | | | 0163 715-07150 4.000 EACH| 2100.00000 8400.00| 950.00000 3800.00| 1350.00000 5400.00 CONCRETE ANCHOR, 2100 mm | | | 0164 715-46000 3.000 EACH| 155.00000 465.00| 175.00000 525.00| 162.50000 487.50 PIPE END SECTION, 300 mm | | | 0165 715-46005 35.000 EACH| 175.00000 6125.00| 200.00000 7000.00| 225.00000 7875.00 PIPE END SECTION, 375 mm | | | 0167 715-46020 4.000 EACH| 250.00000 1000.00| 350.00000 1400.00| 290.00000 1160.00 PIPE END SECTION, 600 mm | | | 0168 715-46030 4.000 EACH| 350.00000 1400.00| 500.00000 2000.00| 425.00000 1700.00 PIPE END SECTION, 750 mm | | | 0170 715-46040 8.000 EACH| 550.00000 4400.00| 600.00000 4800.00| 650.00000 5200.00 PIPE END SECTION, 900 mm | | | 0171 718-06528 306.000 EACH| 300.00000 91800.00| 500.00000 153000.00| 530.00000 162180.00 OUTLET PROTECTOR, 1 | | | 0172 718-06532 1000.000 m | 3.00000 3000.00| 3.00000 3000.00| 3.06000 3060.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0173 718-52610 5962.800 m3 | 32.50000 193791.00| 35.00000 208698.00| 26.00000 155032.80 AGGREGATE FOR UNDERDRAINS | | | 0174 718-99153 67468.000 m2 | 1.00000 67468.00| 1.10000 74214.80| 1.00000 67468.00 GEOTEXTILES FOR UNDERDRAIN | | | 0175 720-45070 35.000 EACH| 1200.00000 42000.00| 1575.00000 55125.00| 1640.00000 57400.00 INLET, P12A | | | 0176 720-45075 4.000 EACH| 1200.00000 4800.00| 1450.00000 5800.00| 1250.00000 5000.00 INLET, R13 | | | 0177 720-90984 1.000 EACH| 3000.00000 3000.00| 2080.00000 2080.00| 1750.00000 1750.00 MANHOLE, C2 | | | 0179 731-93945 223.000 m2 | 135.00000 30105.00| 190.00000 42370.00| 180.90000 40340.70 FACE PANELS, CONCRETE | | | 0180 731-93946 223.000 m2 | 55.00000 12265.00| 100.00000 22300.00| 42.00000 9366.00 WALL ERECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 731-93947 349.000 m | 40.00000 13960.00| 60.00000 20940.00| 50.30000 17554.70 LEVELING PAD, CONCRETE | | | 0182 801-01093 10.000 EACH| 250.00000 2500.00| 2750.00000 27500.00| 2244.00000 22440.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0183 801-01504 15.000 EACH| 100.00000 1500.00| 40.00000 600.00| 76.50000 1147.50 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | | 0184 801-01505 6.000 EACH| 100.00000 600.00| 48.00000 288.00| 76.50000 459.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (ONLY) | | | 0185 801-04308 27.000 EACH| 400.00000 10800.00| 650.00000 17550.00| 331.50000 8950.50 ROAD CLOSURE SIGN ASSEMBLY | | | 0186 801-06207 67281.200 m | 3.00000 201843.60| 2.30000 154746.76| 3.06000 205880.47 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0187 801-06218 372.900 m | 8.00000 2983.20| 13.80000 5146.02| 20.09000 7491.56 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0188 801-06640 63.000 EACH| 200.00000 12600.00| 225.00000 14175.00| 198.90000 12530.70 CONSTRUCTION SIGN, A | | | 0189 801-06645 19.000 EACH| 100.00000 1900.00| 65.00000 1235.00| 40.80000 775.20 CONSTRUCTION SIGN, B | | | 0190 801-06710 15.000 DAY | 20.00000 300.00| 40.00000 600.00| 20.40000 306.00 FLASHING ARROW SIGN | | | 0191 801-06775 LUMP| 211000.00000 211000.00| 120000.00000 120000.00| 241000.00000 241000.00 MAINTAINING TRAFFIC | | | 0192 801-07118 136.800 m | 150.00000 20520.00| 42.00000 5745.60| 63.75000 8721.00 BARRICADE, III-A | | | 0193 802-05701 206.300 m | 25.00000 5157.50| 26.24000 5413.31| 29.84000 6155.99 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0194 802-05702 411.300 m | 20.00000 8226.00| 27.88000 11467.04| 25.50000 10488.15 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0195 802-05704 34.800 m | 20.00000 696.00| 23.00000 800.40| 25.76000 896.45 SIGN POST, SQUARE, 1, UNREINFORCED | | | ANCHOR BASE | | | 0196 802-05705 37.500 m | 15.00000 562.50| 24.60000 922.50| 23.46000 879.75 SIGN POST, SQUARE, 2, UNREINFORCED | | | ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0197 802-07057 154.970 m2 | 110.00000 17046.70| 150.00000 23245.50| 161.67000 25054.00 SIGN, PANEL, WITH LEGEND | | | 0198 802-07152 4.000 EACH| 300.00000 1200.00| 425.00000 1700.00| 229.50000 918.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, X | | | 0199 802-76025 24.170 m2 | 120.00000 2900.40| 120.00000 2900.40| 159.12000 3845.93 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0200 802-76035 77.330 m2 | 120.00000 9279.60| 130.00000 10052.90| 165.24000 12778.01 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0201 802-76095 1637.980 kg | 4.50000 7370.91| 3.20000 5241.54| 3.67000 6011.39 STRUCTURAL STEEL, BREAKAWAY | | | 0202 802-97812 26.000 EACH| 100.00000 2600.00| 38.00000 988.00| 91.80000 2386.80 STREET NAME IDENTIFICATION SIGN | | | 0203 804-06725 156.000 EACH| 20.00000 3120.00| 17.75000 2769.00| 18.11000 2825.16 DELINEATOR WITH POST, D1, 75 mm | | | 0204 804-06771 248.000 EACH| 25.00000 6200.00| 22.75000 5642.00| 23.21000 5756.08 DELINEATOR POST, FLEXIBLE | | | 0205 805-78925 2.000 EACH| 1000.00000 2000.00| 375.00000 750.00| 600.00000 1200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0207 808-03002 126.000 m | 3.50000 441.00| 2.60000 327.60| 3.88000 488.88 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0208 808-03631 503.800 m | 3.50000 1763.30| 2.55000 1284.69| 3.88000 1954.74 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0209 808-03632 503.800 m | 3.50000 1763.30| 2.55000 1284.69| 3.88000 1954.74 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0210 808-04298 5.000 EACH| 400.00000 2000.00| 250.00000 1250.00| 402.90000 2014.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0211 808-06701 3702.300 m | 0.80000 2961.84| 0.78000 2887.79| 0.88000 3258.02 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0212 808-06703 20885.970 m | 0.80000 16708.78| 0.78000 16291.06| 0.88000 18379.65 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0213 808-06705 605.300 m | 2.50000 1513.25| 3.40000 2058.02| 2.40000 1452.72 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0214 808-06716 1043.000 m | 3.00000 3129.00| 1.10000 1147.30| 3.32000 3462.76 LINE, REMOVE | | | 0215 808-75078 28.300 m | 4.25000 120.28| 5.09000 144.05| 3.06000 86.60 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0216 808-75245 18571.170 m | 0.80000 14856.94| 0.78000 14485.51| 0.88000 16342.63 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0217 808-75260 152.000 m | 4.25000 646.00| 5.09000 773.68| 7.40000 1124.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0218 808-75272 180.000 m | 8.25000 1485.00| 10.10000 1818.00| 9.89000 1780.20 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0219 808-75297 65.226 m | 8.25000 538.11| 10.10000 658.78| 13.06000 851.85 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0220 808-75320 38.000 EACH| 50.00000 1900.00| 54.00000 2052.00| 66.30000 2519.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0221 808-75325 11.000 EACH| 65.00000 715.00| 77.00000 847.00| 71.40000 785.40 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0222 808-75998 905.000 EACH| 18.75000 16968.75| 18.40000 16652.00| 18.77000 16986.85 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0223 808-92027 246.735 m | 2.50000 616.84| 3.40000 838.90| 2.40000 592.16 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 200mm | | | 0224 202-02240 14680.000 m2 | 3.00000 44040.00| 4.80000 70464.00| 5.00000 73400.00 PAVEMENT REMOVAL | | | 0225 202-97297 LUMP| 500.00000 500.00| 10000.00000 10000.00| 1500.00000 1500.00 HEADER, REMOVE | | | 0226 714-01633 24.000 m | 2100.00000 50400.00| 1645.00000 39480.00| 1450.00000 34800.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2700 mm x 1500 mm | | | 0227 716-08104 9.500 m | 1200.00000 11400.00| 1225.00000 11637.50| 3280.00000 31160.00 PIPE INSTALLATION, TRENCHLESS, DEFORMED,| | | MIN. AREA 0.82 m2 | | | 0228 202-03000 LUMP| 2500.00000 2500.00| 7400.00000 7400.00| 8000.00000 8000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 7 | | | 0229 302-07455 218.400 m3 | 40.00000 8736.00| 40.00000 8736.00| 50.00000 10920.00 DENSE GRADED SUBBASE | | | 0230 714-04802 394.000 m2 | 140.00000 55160.00| 110.00000 43340.00| 90.00000 35460.00 CONCRETE MODULAR BLOCK WALL | | | 0231 731-93946 394.000 m2 | 50.00000 19700.00| 110.00000 43340.00| 60.00000 23640.00 WALL ERECTION , MODULAR BLOCKWALL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-1193721 |(2) 35-2040801 |(3) 35-1134435 |SMITH & JOHNSON CONSTRUCTION|GOHMANN ASPHALT & CONSTR., I|FOERTSCH CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0232 802-07151 4.000 EACH| 250.00000 1000.00| 400.00000 1600.00| 208.75000 835.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0233 802-07153 2.000 EACH| 350.00000 700.00| 425.00000 850.00| 295.00000 590.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XI | | | 0234 802-07154 2.000 EACH| 400.00000 800.00| 450.00000 900.00| 315.00000 630.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, XII | | | 0235 402-07433 548.000 Mg | 47.00000 25756.00| 42.00000 23016.00| 49.00000 26852.00 HMA SURFACE, TYPE B | | | 0236 402-07438 1735.000 Mg | 38.00000 65930.00| 40.00000 69400.00| 40.50000 70267.50 HMA INTERMEDIATE, TYPE B | | | 0237 402-07441 493.000 Mg | 36.00000 17748.00| 38.00000 18734.00| 41.00000 20213.00 HMA BASE, TYPE B | | | 0238 714-26702 240.000 m | 1100.00000 264000.00| 880.00000 211200.00| 950.00000 228000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 900 mm | | | 0239 805-02445 2.000 EACH| 2500.00000 5000.00| 1317.00000 2634.00| 2250.00000 4500.00 CONTROLLER CABINET, P1 | | | SECTION TOTALS | $ 23,434,386.42| $ 24,586,000.00| $ 24,736,467.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 23,434,386.42| $ 24,586,000.00| $ 24,736,467.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 99-9995092 |(6) 35-1875662 |WALSH CONSTR CO. OF ILL |GRADEX, INC./E & B PAVING J/|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 NEW TRAFFIC SIGN INSTALLATION | | | 0001 105-06845 LUMP| 610434.23000 610434.23| 400000.00000 400000.00| 500000.00000 500000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 24.000 MOS | 1500.00000 36000.00| 2500.00000 60000.00| 1800.00000 43200.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 1300000.00000 1300000.00| 1369200.00000 1369200.00| 1485000.00000 1485000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 260000.00000 260000.00| 300000.00000 300000.00| 300000.00000 300000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 220.000 m | 15.00000 3300.00| 17.00000 3740.00| 9.65000 2123.00 GUARDRAIL, REMOVE | | | 0006 202-03000 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 18000.00000 18000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 1 | | | 0007 202-03000 LUMP| 15000.00000 15000.00| 5000.00000 5000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 36 | | | 0008 202-03000 LUMP| 45000.00000 45000.00| 5000.00000 5000.00| 25000.00000 25000.00 HOUSES AND BUILDINGS, REMOVE PARCEL NO. | | | 37 | | | 0009 202-03783 4.000 EACH| 500.00000 2000.00| 280.00000 1120.00| 315.00000 1260.00 SIGN, PANEL, REMOVE | | | 0010 202-04998 2.000 EACH| 7000.00000 14000.00| 8400.00000 16800.00| 5200.00000 10400.00 RAILROAD HEADER, HMA | | | 0011 202-74050 1.000 EACH| 500.00000 500.00| 350.00000 350.00| 365.00000 365.00 SIGN, OVERHEAD, REMOVE | | | 0012 202-93047 2.000 EACH| 250.00000 500.00| 550.00000 1100.00| 900.00000 1800.00 MANHOLE, REMOVE | | | 0013 202-96133 45.000 m | 56.00000 2520.00| 57.00000 2565.00| 95.00000 4275.00 PIPE, REMOVE | | | 0014 202-96151 LUMP| 1500.00000 1500.00| 2500.00000 2500.00| 5200.00000 5200.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0015 203-02000 1000.000 m3 | 12.00000 12000.00| 6.00000 6000.00| 9.00000 9000.00 EXCAVATION, COMMON | | | 0016 203-02055 1181640.000 m3 | 6.00000 7089840.00| 5.87000 6936226.80| 6.60000 7798824.00 EMBANKMENT | | | 0017 203-02100 2982.000 m3 | 12.00000 35784.00| 15.00000 44730.00| 6.50000 19383.00 EXCAVATION, PEAT | | | 0018 205-06931 1178.900 Mg | 40.00000 47156.00| 22.00000 25935.80| 35.00000 41261.50 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 99-9995092 |(6) 35-1875662 |WALSH CONSTR CO. OF ILL |GRADEX, INC./E & B PAVING J/|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-06933 38.000 EACH| 45.00000 1710.00| 45.00000 1710.00| 46.80000 1778.40 TEMPORARY DITCH INLET PROTECTION | | | 0020 205-06934 191.300 Mg | 385.00000 73650.50| 400.00000 76520.00| 400.00000 76520.00 TEMPORARY MULCHING | | | 0021 205-06936 48.900 Mg | 200.00000 9780.00| 28.00000 1369.20| 55.00000 2689.50 TEMPORARY SEDIMENT TRAP | | | 0022 206-51230 88.000 m3 | 50.00000 4400.00| 40.00000 3520.00| 42.00000 3696.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0023 207-07498 177553.200 m2 | 2.00000 355106.40| 4.20000 745723.44| 5.00000 887766.00 SUBGRADE TREATMENT, TYPE A | | | 0024 207-07499 10822.100 m2 | 2.00000 21644.20| 3.35000 36254.04| 4.02000 43504.84 SUBGRADE TREATMENT, TYPE B | | | 0025 207-07502 21215.800 m2 | 2.00000 42431.60| 3.35000 71072.93| 4.00000 84863.20 SUBGRADE TREATMENT, TYPE D | | | 0026 210-06188 LUMP| 115000.00000 115000.00| 105000.00000 105000.00| 156000.00000 156000.00 BRIDGE INSTRUMENTATION , STR. NO. 1 | | | 0027 211-02050 43800.000 m3 | 7.25000 317550.00| 15.30000 670140.00| 13.15000 575970.00 B BORROW | | | 0028 211-06467 374.500 m3 | 37.65000 14099.93| 40.00000 14980.00| 52.00000 19474.00 AGGREGATE FOR END BENT BACKFILL | | | 0029 211-07454 9896.700 m3 | 9.00000 89070.30| 14.50000 143502.15| 38.50000 381022.95 STRUCTURE BACKFILL | | | 0030 301-07448 49178.900 Mg | 14.00000 688504.60| 14.40000 708176.16| 16.50000 811451.85 COMPACTED AGGREGATE, NO. 53, BASE | | | 0031 306-08043 276.000 m2 | 8.00000 2208.00| 16.00000 4416.00| 12.00000 3312.00 MILLING, TRANSITION | | | 0032 401-06264 LUMP| 8700.00000 8700.00| 8200.00000 8200.00| 11650.00000 11650.00 PROFILOGRAPH, HMA | | | 0033 401-07320 6917.000 Mg | 40.00000 276680.00| 42.55000 294318.35| 55.15000 381472.55 QC/QA-HMA, 1, 64, SURFACE, 9.5 mm | | | 0034 401-07321 290.000 Mg | 56.00000 16240.00| 85.00000 24650.00| 50.00000 14500.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0035 401-07335 11008.000 Mg | 52.00000 572416.00| 49.00000 539392.00| 47.85000 526732.80 QC/QA-HMA, 4, 76, SURFACE, 9.5 mm | | | 0036 401-07389 3797.000 Mg | 40.00000 151880.00| 40.00000 151880.00| 44.75000 169915.75 QC/QA-HMA, 1, 64, INTERMEDIATE, 19.0 mm | | | 0037 401-07390 492.000 Mg | 45.00000 22140.00| 48.00000 23616.00| 72.00000 35424.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0038 401-07404 20850.000 Mg | 40.00000 834000.00| 39.00000 813150.00| 38.45000 801682.50 QC/QA-HMA, 4, 76, INTERMEDIATE, 19.0 mm | | | 0039 401-07406 20641.000 Mg | 35.00000 722435.00| 38.00000 784358.00| 36.45000 752364.45 QC/QA-HMA, 1, 64, BASE, 25 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 99-9995092 |(6) 35-1875662 |WALSH CONSTR CO. OF ILL |GRADEX, INC./E & B PAVING J/|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 401-07407 1846.000 Mg | 36.00000 66456.00| 45.00000 83070.00| 46.30000 85469.80 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0041 401-07409 59022.000 Mg | 35.00000 2065770.00| 34.00000 2006748.00| 30.20000 1782464.40 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0042 401-07429 20509.000 Mg | 36.00000 738324.00| 35.00000 717815.00| 37.45000 768062.05 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0043 404-05511 10587.000 m2 | 3.00000 31761.00| 2.00000 21174.00| 1.40000 14821.80 SEAL COAT, 2 | | | 0044 405-05517 165.000 Mg | 340.00000 56100.00| 330.00000 54450.00| 297.00000 49005.00 ASPHALT FOR PRIME COAT | | | 0045 406-05520 110.000 Mg | 200.00000 22000.00| 200.00000 22000.00| 365.00000 40150.00 ASPHALT FOR TACK COAT | | | 0046 601-01522 16.000 EACH| 1525.00000 24400.00| 1350.00000 21600.00| 1590.00000 25440.00 GUARDRAIL TRANSITION TYPE TGB | | | 0047 601-02205 13.000 EACH| 1200.00000 15600.00| 1500.00000 19500.00| 1250.00000 16250.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0048 601-02206 245.700 m | 28.00000 6879.60| 25.00000 6142.50| 29.50000 7248.15 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0049 601-05999 2.000 EACH| 40.00000 80.00| 50.00000 100.00| 42.00000 84.00 CURVED TERMINAL END | | | 0050 601-94689 9.000 EACH| 2100.00000 18900.00| 2350.00000 21150.00| 2185.00000 19665.00 GUARDRAIL END TREATMENT, OS | | | 0051 601-94690 15.000 EACH| 3100.00000 46500.00| 3350.00000 50250.00| 3225.00000 48375.00 GUARDRAIL END TREATMENT, MS | | | 0052 601-95344 128.400 m | 274.00000 35181.60| 297.00000 38134.80| 285.00000 36594.00 HANDRAIL, PEDESTRIAN | | | 0053 601-97080 13.000 EACH| 2200.00000 28600.00| 2500.00000 32500.00| 2290.00000 29770.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0054 601-99105 895.400 m | 46.00000 41188.40| 43.50000 38949.90| 44.00000 39397.60 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0055 601-99108 1000.100 m | 66.00000 66006.60| 57.50000 57505.75| 68.00000 68006.80 GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0056 602-06729 226.000 EACH| 7.00000 1582.00| 10.00000 2260.00| 8.60000 1943.60 BARRIER DELINEATOR | | | 0057 602-06944 36.000 m | 150.00000 5400.00| 230.00000 8280.00| 240.00000 8640.00 BARRIER, CONCRETE, 840 mm | | | 0058 603-06040 13613.000 m | 14.00000 190582.00| 13.20000 179691.60| 14.00000 190582.00 FENCE, FARM FIELD, 1190 mm | | | 0059 603-06045 45.000 m | 35.00000 1575.00| 99.80000 4491.00| 36.00000 1620.00 FENCE, CHAIN LINK, 1220 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 99-9995092 |(6) 35-1875662 |WALSH CONSTR CO. OF ILL |GRADEX, INC./E & B PAVING J/|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 605-06120 301.900 m | 52.00000 15698.80| 90.00000 27171.00| 70.00000 21133.00 CURB, CONCRETE | | | 0062 606-07484 23847.100 m | 1.25000 29808.88| 0.50000 11923.55| 0.70000 16692.97 MILLED HMA SHOULDER CORRUGATIONS | | | 0063 606-07485 1671.200 m | 2.25000 3760.20| 2.50000 4178.00| 2.60000 4345.12 MILLED PCCP SHOULDER CORRUGATIONS | | | 0064 607-06340 129.000 m | 90.00000 11610.00| 60.00000 7740.00| 156.00000 20124.00 PAVED SIDE DITCH, B | | | 0065 610-05527 8690.000 Mg | 58.00000 504020.00| 50.00000 434500.00| 78.00000 677820.00 HMA FOR APPROACHES | | | 0066 610-06259 1323.400 m2 | 47.00000 62199.80| 50.00000 66170.00| 73.00000 96608.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0067 611-06497 1.000 EACH| 165.00000 165.00| 160.00000 160.00| 172.00000 172.00 MAILBOX ASSEMBLY, SINGLE | | | 0068 615-06490 97.000 EACH| 110.00000 10670.00| 110.00000 10670.00| 1.15000 111.55 RIGHT OF WAY MARKER | | | 0069 615-06505 42.000 EACH| 385.00000 16170.00| 350.00000 14700.00| 400.00000 16800.00 MONUMENT, B | | | 0070 615-06510 37.000 EACH| 350.00000 12950.00| 200.00000 7400.00| 365.00000 13505.00 MONUMENT, C | | | 0071 616-02320 10721.600 m2 | 1.00000 10721.60| 1.15000 12329.84| 3.45000 36989.52 GEOTEXTILES | | | 0072 616-05688 525.600 Mg | 30.00000 15768.00| 28.00000 14716.80| 33.00000 17344.80 RIPRAP, CLASS 1 | | | 0073 616-05689 119.000 Mg | 32.00000 3808.00| 28.00000 3332.00| 41.00000 4879.00 RIPRAP, CLASS 2 | | | 0074 616-06405 6956.400 Mg | 21.00000 146084.40| 20.00000 139128.00| 32.00000 222604.80 RIPRAP, REVETMENT | | | 0075 621-01004 6.000 EACH| 800.00000 4800.00| 850.00000 5100.00| 315.00000 1890.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0076 621-04258 206.780 kg | 10.00000 2067.80| 5.15000 1064.92| 18.75000 3877.13 SEED MIXTURE , ANNUAL RYEGRASS | | | 0077 621-04258 243.650 kg | 85.00000 20710.25| 80.00000 19492.00| 18.20000 4434.43 SEED MIXTURE , DITCH BOTTOM SEED MIX | | | 0078 621-04258 130.730 kg | 120.00000 15687.60| 113.00000 14772.49| 32.25000 4216.04 SEED MIXTURE , ROADSIDE PRAIRIE SEED MIX| | | 0079 621-04258 18.480 kg | 275.00000 5082.00| 235.00000 4342.80| 28.00000 517.44 SEED MIXTURE , SEDGE MEADOW SEED MIX | | | 0080 621-06545 64.920 Mg | 505.00000 32784.60| 525.00000 34083.00| 520.00000 33758.40 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 99-9995092 |(6) 35-1875662 |WALSH CONSTR CO. OF ILL |GRADEX, INC./E & B PAVING J/|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 621-06548 242.500 kg | 66.00000 16005.00| 66.00000 16005.00| 47.00000 11397.50 SEED MIXTURE, CV | | | 0082 621-06553 11989.000 kg | 6.00000 71934.00| 6.05000 72533.45| 6.25000 74931.25 SEED MIXTURE, R | | | 0083 621-06557 567.900 kg | 5.00000 2839.50| 4.80000 2725.92| 4.70000 2669.13 SEED MIXTURE, T | | | 0084 621-06565 634.030 Mg | 400.00000 253612.00| 400.00000 253612.00| 447.50000 283728.43 MULCHING MATERIAL | | | 0085 621-06567 816.900 kL | 1.00000 816.90| 1.00000 816.90| 1.60000 1307.04 WATER | | | 0086 621-06574 45494.800 m2 | 3.25000 147858.10| 3.20000 145583.36| 4.40000 200177.12 SODDING | | | 0087 622-52436 32.000 EACH| 31.00000 992.00| 31.00000 992.00| 42.00000 1344.00 SIGN, DO NOT MOW OR SPRAY | | | 0088 622-91786 4605.000 EACH| 6.00000 27630.00| 4.80000 22104.00| 5.20000 23946.00 SEEDLING | | | 0089 622-91786 360.000 EACH| 35.00000 12600.00| 27.00000 9720.00| 18.75000 6750.00 SEEDLING , 3 GALLON CONTAINER GROWN | | | 0090 701-01849 2263.000 m | 100.00000 226300.00| 100.00000 226300.00| 140.50000 317951.50 PILE, CONCRETE, STEEL SHELL ENCASED, | | | 7.92 mm, 356 mm | | | 0091 701-05779 LUMP| 120000.00000 120000.00| 70800.00000 70800.00| 88400.00000 88400.00 FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT , STR. NO. 3 | | | 0092 701-05779 LUMP| 120000.00000 120000.00| 70800.00000 70800.00| 88400.00000 88400.00 FURNISHING DRILLED SHAFT DRILLING | | | EQUIPMENT , STR. NO. 4 | | | 0093 701-05780 641.200 m3 | 525.00000 336630.00| 450.00000 288540.00| 470.00000 301364.00 DRILLED SHAFT CONCRETE | | | 0094 701-05781 591.800 m3 | 650.00000 384670.00| 660.00000 390588.00| 710.00000 420178.00 UNCLASSIFIED SHAFT EXCAVATION | | | 0095 701-05782 37.200 m3 | 525.00000 19530.00| 550.00000 20460.00| 570.00000 21204.00 UNCLASSIFIED EXTRA DEPTH EXCAVATION | | | 0096 701-05783 24.000 h | 950.00000 22800.00| 650.00000 15600.00| 675.00000 16200.00 OBSTRUCTIONS | | | 0097 701-05787 LUMP| 13500.00000 13500.00| 13700.00000 13700.00| 26775.00000 26775.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION , STR. NO. 3 | | | 0098 701-05787 LUMP| 13500.00000 13500.00| 13700.00000 13700.00| 26775.00000 26775.00 INSTRUMENTATION, INTEGRITY TESTING AND | | | DATA COLLECTION , STR. NO. 4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 99-9995092 |(6) 35-1875662 |WALSH CONSTR CO. OF ILL |GRADEX, INC./E & B PAVING J/|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 701-06011 4.000 EACH| 4000.00000 16000.00| 350.00000 1400.00| 365.00000 1460.00 DYNAMIC PILE LOAD TEST | | | 0100 701-99086 108.000 EACH| 175.00000 18900.00| 300.00000 32400.00| 315.00000 34020.00 PILE TIP, STEEL SHELL | | | 0101 702-51005 738.100 m3 | 375.00000 276787.50| 700.00000 516670.00| 780.00000 575718.00 CONCRETE, A, SUBSTRUCTURE | | | 0102 702-51015 127.200 m3 | 250.00000 31800.00| 700.00000 89040.00| 780.00000 99216.00 CONCRETE, B, FOOTINGS | | | 0103 702-90915 0.440 m3 | 2000.00000 880.00| 2500.00000 1100.00| 1300.00000 572.00 CONCRETE, A | | | 0104 702-93722 2370.500 m3 | 140.00000 331870.00| 160.00000 379280.00| 187.00000 443283.50 CONCRETE, C | | | 0107 703-51030 83275.000 kg | 1.06000 88271.50| 1.20000 99930.00| 1.25000 104093.75 REINFORCING STEEL | | | 0108 703-51032 623522.000 kg | 1.25000 779402.50| 0.75000 467641.50| 0.01000 6235.22 REINFORCING STEEL, EPOXY COATED | | | 0110 704-51002 1242.500 m3 | 675.00000 838687.50| 435.00000 540487.50| 510.00000 633675.00 CONCRETE, C, SUPERSTRUCTURE | | | 0111 706-05732 25.000 EACH| 1200.00000 30000.00| 450.00000 11250.00| 470.00000 11750.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0112 706-51020 528.000 m3 | 325.00000 171600.00| 280.00000 147840.00| 415.00000 219120.00 CONCRETE, C, RAILING | | | 0113 706-99291 312.300 m | 75.00000 23422.50| 70.00000 21861.00| 135.00000 42160.50 RAILING, CONCRETE, C, 840 mm | | | 0114 707-05984 943.000 m | 400.00000 377200.00| 475.00000 447925.00| 585.00000 551655.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, | | | III, 1143 mm X 406 mm | | | 0115 707-05996 618.700 m | 800.00000 494960.00| 960.00000 593952.00| 1145.00000 708411.50 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1981 mm X 1524 mm | | | 0116 709-51821 LUMP| 20000.00000 20000.00| 2500.00000 2500.00| 2365.00000 2365.00 SURFACE SEAL | | | 0117 709-51821 LUMP| 7500.00000 7500.00| 4790.48000 4790.48| 5400.00000 5400.00 SURFACE SEAL , STR. NO. 1 | | | 0118 709-51821 LUMP| 7500.00000 7500.00| 4790.48000 4790.48| 5400.00000 5400.00 SURFACE SEAL , STR. NO. 2 | | | 0119 709-51821 LUMP| 7500.00000 7500.00| 4401.60000 4401.60| 5000.00000 5000.00 SURFACE SEAL , STR. NO. 3 | | | 0120 709-51821 LUMP| 7500.00000 7500.00| 4401.60000 4401.60| 5000.00000 5000.00 SURFACE SEAL , STR. NO. 4 | | | 0121 713-51334 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 13000.00000 13000.00 TEMPORARY PIPE AND APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 99-9995092 |(6) 35-1875662 |WALSH CONSTR CO. OF ILL |GRADEX, INC./E & B PAVING J/|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 714-06171 69.000 m | 2700.00000 186300.00| 3200.00000 220800.00| 3500.00000 241500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 54OO mm X 1200 mm | | | 0124 714-06660 48.780 m2 | 1200.00000 58536.00| 1247.00000 60828.66| 1600.00000 78048.00 WINGWALL | | | 0127 714-26703 57.000 m | 950.00000 54150.00| 1022.00000 58254.00| 1250.00000 71250.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1800 mm x 1200 mm | | | 0128 714-26724 33.000 m | 2200.00000 72600.00| 2225.00000 73425.00| 2870.00000 94710.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1200 mm | | | 0129 714-26725 72.600 m | 2200.00000 159720.00| 2280.00000 165528.00| 2975.00000 215985.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 3600 mm x 1800 mm | | | 0130 714-44240 7.100 m3 | 250.00000 1775.00| 700.00000 4970.00| 1000.00000 7100.00 CONCRETE, A, STRUCTURES | | | 0131 715-05019 110.000 m | 175.00000 19250.00| 187.00000 20570.00| 235.00000 25850.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0132 715-05024 58.700 m | 175.00000 10272.50| 187.00000 10976.90| 330.00000 19371.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0133 715-05048 30162.400 m | 3.50000 105568.40| 8.75000 263921.00| 6.00000 180974.40 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0134 715-05053 4437.800 m | 51.00000 226327.80| 38.00000 168636.40| 50.00000 221890.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0135 715-05125 25.500 m | 155.00000 3952.50| 182.00000 4641.00| 225.00000 5737.50 PIPE, TYPE 1, CIRCULAR, 750 mm | | | 0136 715-05128 25.000 m | 280.00000 7000.00| 308.00000 7700.00| 435.00000 10875.00 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0137 715-05129 32.000 m | 280.00000 8960.00| 341.00000 10912.00| 450.00000 14400.00 PIPE, TYPE 1, CIRCULAR, 1350 mm | | | 0138 715-05138 27.000 m | 435.00000 11745.00| 752.00000 20304.00| 1145.00000 30915.00 PIPE, TYPE 1, CIRCULAR, 1950 mm | | | 0139 715-05141 18.500 m | 580.00000 10730.00| 888.00000 16428.00| 990.00000 18315.00 PIPE, TYPE 1, CIRCULAR, 2100 mm | | | 0140 715-05149 116.500 m | 75.00000 8737.50| 78.00000 9087.00| 160.00000 18640.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0141 715-05151 229.300 m | 80.00000 18344.00| 85.00000 19490.50| 140.00000 32102.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0143 715-05169 29.000 m | 70.00000 2030.00| 85.00000 2465.00| 175.00000 5075.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0145 715-05173 31.500 m | 115.00000 3622.50| 125.00000 3937.50| 210.00000 6615.00 PIPE, TYPE 3, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 99-9995092 |(6) 35-1875662 |WALSH CONSTR CO. OF ILL |GRADEX, INC./E & B PAVING J/|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 715-05175 25.000 m | 150.00000 3750.00| 182.00000 4550.00| 270.00000 6750.00 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0147 715-05218 933.600 m | 65.00000 60684.00| 85.00000 79356.00| 110.00000 102696.00 PIPE, TYPE 5, CIRCULAR, 375 mm | | | 0149 715-05252 18.000 m | 510.00000 9180.00| 585.00000 10530.00| 670.00000 12060.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.90 | | | m2 | | | 0150 715-05257 2.300 m | 1200.00000 2760.00| 1235.00000 2840.50| 925.00000 2127.50 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.30 | | | m2 | | | 0151 715-05265 65.000 m | 515.00000 33475.00| 998.00000 64870.00| 1115.00000 72475.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 2.98 | | | m2 | | | 0152 715-05366 11.000 m | 200.00000 2200.00| 195.00000 2145.00| 250.00000 2750.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0153 715-05373 12.000 m | 275.00000 3300.00| 316.00000 3792.00| 435.00000 5220.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.82 | | | m2 | | | 0154 715-05375 12.000 m | 300.00000 3600.00| 335.00000 4020.00| 470.00000 5640.00 PIPE, TYPE 3, DEFORMED, MIN. AREA 0.95 | | | m2 | | | 0155 715-05407 240.000 m | 9.00000 2160.00| 18.00000 4320.00| 26.00000 6240.00 PIPE, END BENT DRAIN, 150 mm | | | 0156 715-06004 2.000 EACH| 500.00000 1000.00| 1290.00000 2580.00| 1430.00000 2860.00 CONCRETE ANCHOR, 1200 mm | | | 0157 715-06471 2.000 EACH| 270.00000 540.00| 700.00000 1400.00| 935.00000 1870.00 PIPE END SECTION, MIN. AREA .31 m2 | | | 0158 715-06492 4.000 EACH| 130.00000 520.00| 1500.00000 6000.00| 1400.00000 5600.00 CONCRETE ANCHOR, 1350 mm | | | 0159 715-06629 2.000 EACH| 840.00000 1680.00| 1275.00000 2550.00| 1570.00000 3140.00 PIPE END SECTION, MIN. AREA 0.95 m2 | | | 0160 715-06691 2.000 EACH| 240.00000 480.00| 2140.00000 4280.00| 2050.00000 4100.00 CONCRETE ANCHOR, 2400 mm | | | 0162 715-06923 107.000 m | 515.00000 55105.00| 888.00000 95016.00| 960.00000 102720.00 PIPE, TYPE 2, CIRCULAR, 2100 mm | | | 0163 715-07150 4.000 EACH| 240.00000 960.00| 3200.00000 12800.00| 2740.00000 10960.00 CONCRETE ANCHOR, 2100 mm | | | 0164 715-46000 3.000 EACH| 175.00000 525.00| 325.00000 975.00| 520.00000 1560.00 PIPE END SECTION, 300 mm | | | 0165 715-46005 35.000 EACH| 175.00000 6125.00| 350.00000 12250.00| 530.00000 18550.00 PIPE END SECTION, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/27/04 PAGE : 130 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 34,005,035.41 ROUTE : US 231 CALL ORDER : 130 CONTRACT ID : R -26185-A COUNTIES : SPENCER LETTING DATE : 01/21/04 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 36-2231526 |(5) 99-9995092 |(6) 35-1875662 |WALSH CONSTR CO. OF ILL |GRADEX, INC./E & B PAVING J/|CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0167 715-46020 4.000 EACH| 290.00000 1160.00| 400.00