INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 301 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,920.04 ROUTE : SR 42 CALL ORDER : 301 CONTRACT ID : B -25914-A COUNTIES : CLAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/04 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5011012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 1,095,944.42 100.0000% 2 35-1673827 HENDERSON, H.E., INC. $ 1,157,088.96 105.5791% 3 35-1801998 CLR, INC. $ 1,222,976.14 111.5910% 4 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,271,761.57 116.0425% 5 35-1310611 DUNCAN ROBERTSON INC $ 1,395,833.52 127.3635% ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1673827 |(3) 35-1801998 |FORCE CONSTRUCTION CO. INC. |HENDERSON, H.E., 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 105-06845 LUMP| 25600.00000 25600.00| 43178.00000 43178.00| 29000.00000 29000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 1385.00000 13850.00| 1636.75000 16367.50| 2200.00000 22000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 65201.00000 65201.00| 91171.20000 91171.20| 60000.00000 60000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 19890.00000 19890.00| 25549.20000 25549.20| 18000.00000 18000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 9764.00000 9764.00| 11292.00000 11292.00| 25000.00000 25000.00 PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 183.000 m2 | 8.10000 1482.30| 9.92000 1815.36| 8.00000 1464.00 SURFACE MILLING, ASPHALT | | | 0007 203-02000 12505.000 m3 | 7.85000 98164.25| 7.23000 90411.15| 11.25000 140681.25 EXCAVATION, COMMON | | | 0008 203-02070 7612.000 m3 | 13.26000 100935.12| 11.35000 86396.20| 8.00000 60896.00 BORROW | | | 0009 203-51223 1125.000 m3 | 9.97000 11216.25| 6.91000 7773.75| 13.85000 15581.25 EXCAVATION, WATERWAY | | | 0010 204-02290 6.000 EACH| 792.00000 4752.00| 386.36000 2318.16| 295.00000 1770.00 SETTLEMENT PLATE | | | 0011 205-06931 231.000 Mg | 31.17000 7200.27| 55.06000 12718.86| 14.00000 3234.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 300.000 Mg | 23.48000 7044.00| 23.40000 7020.00| 13.00000 3900.00 TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 114.000 m | 7.18000 818.52| 7.40000 843.60| 11.00000 1254.00 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 301 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,920.04 ROUTE : SR 42 CALL ORDER : 301 CONTRACT ID : B -25914-A COUNTIES : CLAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1673827 |(3) 35-1801998 |FORCE CONSTRUCTION CO. INC. |HENDERSON, H.E., INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 207-07498 3950.000 m2 | 9.01000 35589.50| 9.56000 37762.00| 8.25000 32587.50 SUBGRADE TREATMENT, TYPE A | | | 0015 211-02050 1423.000 m3 | 22.35000 31804.05| 17.23000 24518.29| 23.00000 32729.00 B BORROW | | | 0016 211-06467 34.000 m3 | 57.13000 1942.42| 34.97000 1188.98| 100.00000 3400.00 AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 75.000 m3 | 34.47000 2585.25| 59.39000 4454.25| 58.00000 4350.00 STRUCTURE BACKFILL | | | 0018 301-07448 3005.000 Mg | 12.29000 36931.45| 12.50000 37562.50| 13.00000 39065.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-06264 LUMP| 2500.00000 2500.00| 2462.40000 2462.40| 2200.00000 2200.00 PROFILOGRAPH, HMA | | | 0020 401-07321 554.000 Mg | 49.00000 27146.00| 55.14000 30547.56| 58.50000 32409.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0021 401-07390 934.000 Mg | 40.00000 37360.00| 50.74000 47391.16| 53.50000 49969.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0022 401-07407 3088.000 Mg | 37.50000 115800.00| 44.24000 136613.12| 47.30000 146062.40 QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0023 402-07432 277.000 Mg | 57.00000 15789.00| 50.31000 13935.87| 52.50000 14542.50 HMA TYPE A, SURFACE | | | 0024 402-07440 830.000 Mg | 41.00000 34030.00| 44.07000 36578.10| 46.90000 38927.00 HMA TYPE A, BASE | | | 0025 402-07451 38.800 Mg | 80.00000 3104.00| 71.86000 2788.17| 100.00000 3880.00 HMA, TYPE B, WEDGE AND LEVEL | | | 0026 404-05511 3169.000 m2 | 2.00000 6338.00| 1.61000 5102.09| 1.58000 5007.02 SEAL COAT, 2 | | | 0027 404-05514 85.000 m2 | 8.00000 680.00| 11.36000 965.60| 16.00000 1360.00 SEAL COAT, 5 | | | 0028 405-05517 7.470 Mg | 350.00000 2614.50| 535.60000 4000.93| 520.00000 3884.40 ASPHALT FOR PRIME COAT | | | 0029 406-05520 6.370 Mg | 200.00000 1274.00| 391.40000 2493.22| 380.00000 2420.60 ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH| 1200.00000 4800.00| 1236.00000 4944.00| 1340.00000 5360.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 1.000 EACH| 1565.00000 1565.00| 1611.95000 1611.95| 1875.00000 1875.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-94689 3.000 EACH| 1900.00000 5700.00| 1957.00000 5871.00| 2100.00000 6300.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 106.685 m | 29.00000 3093.87| 29.87000 3186.68| 41.00000 4374.09 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 301 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,920.04 ROUTE : SR 42 CALL ORDER : 301 CONTRACT ID : B -25914-A COUNTIES : CLAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1673827 |(3) 35-1801998 |FORCE CONSTRUCTION CO. INC. |HENDERSON, H.E., INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 602-06729 8.000 EACH| 7.00000 56.00| 20.60000 164.80| 33.00000 264.00 BARRIER DELINEATOR | | | 0035 610-06259 140.440 m2 | 68.42000 9608.90| 58.85000 8264.89| 95.00000 13341.80 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0036 610-07486 391.000 Mg | 70.00000 27370.00| 83.69000 32722.79| 80.00000 31280.00 HMA FOR APPROACHES, TYPE A | | | 0037 611-06497 11.000 EACH| 170.00000 1870.00| 175.10000 1926.10| 188.00000 2068.00 MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06490 32.000 EACH| 108.00000 3456.00| 111.24000 3559.68| 115.00000 3680.00 RIGHT OF WAY MARKER | | | 0039 615-06505 7.000 EACH| 450.00000 3150.00| 463.50000 3244.50| 495.00000 3465.00 MONUMENT, B | | | 0040 616-02320 3366.000 m2 | 1.47000 4948.02| 2.02000 6799.32| 1.95000 6563.70 GEOTEXTILES | | | 0041 616-06405 2149.000 Mg | 14.84000 31891.16| 15.96000 34298.04| 17.50000 37607.50 RIPRAP, REVETMENT | | | 0042 617-04488 2832.000 m2 | 3.00000 8496.00| 2.57000 7278.24| 4.90000 13876.80 GEOGRID, SUBGRADE | | | 0043 621-01004 2.000 EACH| 600.00000 1200.00| 618.00000 1236.00| 660.00000 1320.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 1.300 Mg | 643.00000 835.90| 662.29000 860.98| 925.00000 1202.50 FERTILIZER | | | 0045 621-06548 13.000 kg | 49.50000 643.50| 50.99000 662.87| 49.50000 643.50 SEED MIXTURE, CV | | | 0046 621-06553 209.000 kg | 6.77000 1414.93| 6.97000 1456.73| 7.50000 1567.50 SEED MIXTURE, R | | | 0047 621-06557 99.000 kg | 7.18000 710.82| 7.40000 732.60| 7.95000 787.05 SEED MIXTURE, T | | | 0048 621-06565 10.000 Mg | 491.00000 4910.00| 505.73000 5057.30| 540.00000 5400.00 MULCHING MATERIAL | | | 0049 621-06567 106.000 kL | 0.55000 58.30| 0.57000 60.42| 0.55000 58.30 WATER | | | 0050 621-06574 3978.000 m2 | 3.46000 13763.88| 3.56000 14161.68| 3.46000 13763.88 SODDING | | | 0051 621-06575 1890.000 m2 | 3.46000 6539.40| 3.56000 6728.40| 3.46000 6539.40 SODDING, NURSERY | | | 0052 622-52436 6.000 EACH| 20.00000 120.00| 25.75000 154.50| 27.00000 162.00 SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 375.000 EACH| 9.00000 3375.00| 9.27000 3476.25| 9.00000 3375.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 301 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,920.04 ROUTE : SR 42 CALL ORDER : 301 CONTRACT ID : B -25914-A COUNTIES : CLAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1673827 |(3) 35-1801998 |FORCE CONSTRUCTION CO. INC. |HENDERSON, H.E., INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 701-91792 10.000 EACH| 146.00000 1460.00| 52.06000 520.60| 80.00000 800.00 PILE TIP, STEEL H | | | 0055 701-95780 125.000 m | 119.00000 14875.00| 111.99000 13998.75| 150.00000 18750.00 PILE, STEEL H, HP 310 X 110 | | | 0056 703-51030 1720.000 kg | 1.70000 2924.00| 1.11000 1909.20| 1.36000 2339.20 REINFORCING STEEL | | | 0057 703-51032 17510.000 kg | 1.50000 26265.00| 1.87000 32743.70| 1.53000 26790.30 REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 126.900 m3 | 570.00000 72333.00| 430.38000 54615.22| 655.00000 83119.50 CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-05732 4.000 EACH| 1200.00000 4800.00| 960.14000 3840.56| 1270.00000 5080.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0060 706-51020 14.740 m3 | 526.00000 7753.24| 599.34000 8834.27| 390.00000 5748.60 CONCRETE, C, RAILING | | | 0061 707-05985 150.000 m | 383.00000 57450.00| 419.49000 62923.50| 495.00000 74250.00 STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0062 709-51821 LUMP| 2384.00000 2384.00| 2987.00000 2987.00| 2640.00000 2640.00 SURFACE SEAL | | | 0063 715-05123 27.500 m | 100.00000 2750.00| 118.38000 3255.45| 106.00000 2915.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0064 715-05171 189.000 m | 65.00000 12285.00| 67.82000 12817.98| 70.00000 13230.00 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0065 715-05407 49.000 m | 24.00000 1176.00| 5.65000 276.85| 16.00000 784.00 PIPE, END BENT DRAIN, 150 mm | | | 0066 715-46010 18.000 EACH| 375.00000 6750.00| 183.00000 3294.00| 245.00000 4410.00 PIPE END SECTION, 450 mm | | | 0067 715-46020 2.000 EACH| 400.00000 800.00| 214.93000 429.86| 330.00000 660.00 PIPE END SECTION, 600 mm | | | 0068 801-06625 19.000 EACH| 66.50000 1263.50| 95.28000 1810.32| 125.00000 2375.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 30.000 EACH| 134.00000 4020.00| 164.80000 4944.00| 175.00000 5250.00 CONSTRUCTION SIGN, A | | | 0070 801-06645 5.000 EACH| 40.00000 200.00| 30.90000 154.50| 40.00000 200.00 CONSTRUCTION SIGN, B | | | 0071 801-07118 64.800 m | 25.25000 1636.20| 19.83000 1284.98| 19.25000 1247.40 BARRICADE, III-A | | | 0072 801-07119 64.800 m | 32.25000 2089.80| 20.86000 1351.73| 20.25000 1312.20 BARRICADE, III-B | | | 0073 802-07059 5.000 EACH| 25.00000 125.00| 25.75000 128.75| 24.00000 120.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 301 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,920.04 ROUTE : SR 42 CALL ORDER : 301 CONTRACT ID : B -25914-A COUNTIES : CLAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1385672 |(2) 35-1673827 |(3) 35-1801998 |FORCE CONSTRUCTION CO. INC. |HENDERSON, H.E., INC. |CLR, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 802-07060 4.000 EACH| 100.00000 400.00| 103.00000 412.00| 112.00000 448.00 SIGN, SHEET, RELOCATE | | | 0075 808-06713 2070.000 m | 0.36000 745.20| 0.24000 496.80| 0.25000 517.50 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-75240 170.000 m | 0.82000 139.40| 0.96000 163.20| 1.30000 221.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 6150.000 m | 0.82000 5043.00| 0.88000 5412.00| 0.85000 5227.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75996 44.000 EACH| 25.33000 1114.52| 20.60000 906.40| 7.00000 308.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 176.000 EACH| 23.75000 4180.00| 22.15000 3898.40| 21.50000 3784.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,095,944.42| $ 1,157,088.96| $ 1,222,976.14 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,095,944.42| $ 1,157,088.96| $ 1,222,976.14 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 301 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,920.04 ROUTE : SR 42 CALL ORDER : 301 CONTRACT ID : B -25914-A COUNTIES : CLAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1310611 | |WEDDLE BROTHERS CONSTRUCTION|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 37425.72000 37425.72| 40000.00000 40000.00| CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2857.02000 28570.20| 3000.00000 30000.00| FIELD OFFICE, B | | | 0003 110-01001 LUMP| 63588.08000 63588.08| 70000.00000 70000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 57007.27000 57007.27| 20000.00000 20000.00| CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 7786.68000 7786.68| 25000.00000 25000.00| PRESENT STRUCTURE, REMOVE | | | 0006 202-60820 183.000 m2 | 6.63000 1213.29| 10.00000 1830.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 12505.000 m3 | 14.43000 180447.15| 10.00000 125050.00| EXCAVATION, COMMON | | | 0008 203-02070 7612.000 m3 | 8.86000 67442.32| 15.00000 114180.00| BORROW | | | 0009 203-51223 1125.000 m3 | 18.95000 21318.75| 12.50000 14062.50| EXCAVATION, WATERWAY | | | 0010 204-02290 6.000 EACH| 398.04000 2388.24| 1000.00000 6000.00| SETTLEMENT PLATE | | | 0011 205-06931 231.000 Mg | 33.78000 7803.18| 20.00000 4620.00| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0012 205-06936 300.000 Mg | 27.16000 8148.00| 20.00000 6000.00| TEMPORARY SEDIMENT TRAP | | | 0013 205-06937 114.000 m | 7.18000 818.52| 10.00000 1140.00| TEMPORARY SILT FENCE | | | 0014 207-07498 3950.000 m2 | 6.70000 26465.00| 10.00000 39500.00| SUBGRADE TREATMENT, TYPE A | | | 0015 211-02050 1423.000 m3 | 25.37000 36101.51| 25.00000 35575.00| B BORROW | | | 0016 211-06467 34.000 m3 | 54.96000 1868.64| 40.00000 1360.00| AGGREGATE FOR END BENT BACKFILL | | | 0017 211-07454 75.000 m3 | 29.85000 2238.75| 30.00000 2250.00| STRUCTURE BACKFILL | | | 0018 301-07448 3005.000 Mg | 14.61000 43903.05| 13.00000 39065.00| COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 401-06264 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| PROFILOGRAPH, HMA | | | 0020 401-07321 554.000 Mg | 52.83000 29267.82| 54.00000 29916.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 301 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,920.04 ROUTE : SR 42 CALL ORDER : 301 CONTRACT ID : B -25914-A COUNTIES : CLAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1310611 | |WEDDLE BROTHERS CONSTRUCTION|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-07390 934.000 Mg | 48.42000 45224.28| 44.00000 41096.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0022 401-07407 3088.000 Mg | 42.68000 131795.84| 42.00000 129696.00| QC/QA-HMA, 2, 64, BASE, 25.0 mm | | | 0023 402-07432 277.000 Mg | 47.44000 13140.88| 63.00000 17451.00| HMA TYPE A, SURFACE | | | 0024 402-07440 830.000 Mg | 42.32000 35125.60| 45.00000 37350.00| HMA TYPE A, BASE | | | 0025 402-07451 38.800 Mg | 69.77000 2707.08| 88.00000 3414.40| HMA, TYPE B, WEDGE AND LEVEL | | | 0026 404-05511 3169.000 m2 | 1.43000 4531.67| 2.20000 6971.80| SEAL COAT, 2 | | | 0027 404-05514 85.000 m2 | 11.03000 937.55| 880.00000 74800.00| SEAL COAT, 5 | | | 0028 405-05517 7.470 Mg | 520.00000 3884.40| 385.00000 2875.95| ASPHALT FOR PRIME COAT | | | 0029 406-05520 6.370 Mg | 380.00000 2420.60| 220.00000 1401.40| ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH| 1200.00000 4800.00| 1320.00000 5280.00| GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 1.000 EACH| 1565.00000 1565.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-94689 3.000 EACH| 1900.00000 5700.00| 2100.00000 6300.00| GUARDRAIL END TREATMENT, OS | | | 0033 601-99105 106.685 m | 29.00000 3093.87| 32.00000 3413.92| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0034 602-06729 8.000 EACH| 8.84000 70.72| 10.00000 80.00| BARRIER DELINEATOR | | | 0035 610-06259 140.440 m2 | 58.65000 8236.81| 75.00000 10533.00| REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0036 610-07486 391.000 Mg | 72.50000 28347.50| 77.00000 30107.00| HMA FOR APPROACHES, TYPE A | | | 0037 611-06497 11.000 EACH| 170.00000 1870.00| 187.00000 2057.00| MAILBOX ASSEMBLY, SINGLE | | | 0038 615-06490 32.000 EACH| 108.00000 3456.00| 120.00000 3840.00| RIGHT OF WAY MARKER | | | 0039 615-06505 7.000 EACH| 450.00000 3150.00| 500.00000 3500.00| MONUMENT, B | | | 0040 616-02320 3366.000 m2 | 1.96000 6597.36| 3.00000 10098.00| GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 301 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,920.04 ROUTE : SR 42 CALL ORDER : 301 CONTRACT ID : B -25914-A COUNTIES : CLAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1310611 | |WEDDLE BROTHERS CONSTRUCTION|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 616-06405 2149.000 Mg | 21.46000 46117.54| 16.50000 35458.50| RIPRAP, REVETMENT | | | 0042 617-04488 2832.000 m2 | 4.57000 12942.24| 4.00000 11328.00| GEOGRID, SUBGRADE | | | 0043 621-01004 2.000 EACH| 600.00000 1200.00| 660.00000 1320.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0044 621-06545 1.300 Mg | 643.00000 835.90| 710.00000 923.00| FERTILIZER | | | 0045 621-06548 13.000 kg | 49.50000 643.50| 55.00000 715.00| SEED MIXTURE, CV | | | 0046 621-06553 209.000 kg | 6.77000 1414.93| 7.25000 1515.25| SEED MIXTURE, R | | | 0047 621-06557 99.000 kg | 7.18000 710.82| 8.00000 792.00| SEED MIXTURE, T | | | 0048 621-06565 10.000 Mg | 491.00000 4910.00| 540.00000 5400.00| MULCHING MATERIAL | | | 0049 621-06567 106.000 kL | 0.55000 58.30| 0.60000 63.60| WATER | | | 0050 621-06574 3978.000 m2 | 3.46000 13763.88| 3.80000 15116.40| SODDING | | | 0051 621-06575 1890.000 m2 | 3.46000 6539.40| 3.80000 7182.00| SODDING, NURSERY | | | 0052 622-52436 6.000 EACH| 25.00000 150.00| 30.00000 180.00| SIGN, DO NOT MOW OR SPRAY | | | 0053 622-91786 375.000 EACH| 9.00000 3375.00| 10.00000 3750.00| SEEDLING | | | 0054 701-91792 10.000 EACH| 112.02000 1120.20| 100.00000 1000.00| PILE TIP, STEEL H | | | 0055 701-95780 125.000 m | 98.20000 12275.00| 100.00000 12500.00| PILE, STEEL H, HP 310 X 110 | | | 0056 703-51030 1720.000 kg | 1.40000 2408.00| 1.25000 2150.00| REINFORCING STEEL | | | 0057 703-51032 17510.000 kg | 1.48000 25914.80| 1.35000 23638.50| REINFORCING STEEL, EPOXY COATED | | | 0058 704-51002 126.900 m3 | 607.93000 77146.32| 800.00000 101520.00| CONCRETE, C, SUPERSTRUCTURE | | | 0059 706-05732 4.000 EACH| 946.24000 3784.96| 1200.00000 4800.00| CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0060 706-51020 14.740 m3 | 693.48000 10221.90| 750.00000 11055.00| CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 301 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,920.04 ROUTE : SR 42 CALL ORDER : 301 CONTRACT ID : B -25914-A COUNTIES : CLAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1310611 | |WEDDLE BROTHERS CONSTRUCTION|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0061 707-05985 150.000 m | 447.99000 67198.50| 666.00000 99900.00| STRUCTURAL MEMBERS, CONCRETE I-BEAM, IV,| | | 1372 mm X 508 mm | | | 0062 709-51821 LUMP| 2384.00000 2384.00| 3500.00000 3500.00| SURFACE SEAL | | | 0063 715-05123 27.500 m | 118.63000 3262.33| 130.00000 3575.00| PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0064 715-05171 189.000 m | 80.46000 15206.94| 100.00000 18900.00| PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0065 715-05407 49.000 m | 17.26000 845.74| 10.00000 490.00| PIPE, END BENT DRAIN, 150 mm | | | 0066 715-46010 18.000 EACH| 233.86000 4209.48| 300.00000 5400.00| PIPE END SECTION, 450 mm | | | 0067 715-46020 2.000 EACH| 283.38000 566.76| 350.00000 700.00| PIPE END SECTION, 600 mm | | | 0068 801-06625 19.000 EACH| 92.50000 1757.50| 100.00000 1900.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0069 801-06640 30.000 EACH| 160.00000 4800.00| 176.00000 5280.00| CONSTRUCTION SIGN, A | | | 0070 801-06645 5.000 EACH| 30.00000 150.00| 33.00000 165.00| CONSTRUCTION SIGN, B | | | 0071 801-07118 64.800 m | 19.25000 1247.40| 21.25000 1377.00| BARRICADE, III-A | | | 0072 801-07119 64.800 m | 20.25000 1312.20| 22.25000 1441.80| BARRICADE, III-B | | | 0073 802-07059 5.000 EACH| 25.00000 125.00| 30.00000 150.00| SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0074 802-07060 4.000 EACH| 100.00000 400.00| 110.00000 440.00| SIGN, SHEET, RELOCATE | | | 0075 808-06713 2070.000 m | 0.23000 476.10| 0.30000 621.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0076 808-75240 170.000 m | 0.93000 158.10| 1.00000 170.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0077 808-75245 6150.000 m | 0.85000 5227.50| 0.95000 5842.50| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0078 808-75996 44.000 EACH| 15.00000 660.00| 25.00000 1100.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0079 808-75998 176.000 EACH| 21.50000 3784.00| 22.50000 3960.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 301 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,096,920.04 ROUTE : SR 42 CALL ORDER : 301 CONTRACT ID : B -25914-A COUNTIES : CLAY LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1310611 | |WEDDLE BROTHERS CONSTRUCTION|DUNCAN ROBERTSON INC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 1,271,761.57| $ 1,395,833.52| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,271,761.57| $ 1,395,833.52| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 4337009 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 702,142.71 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 801,895.65 114.2069% 3 35-1212938 ATLAS EXCAVATING, INC. $ 813,949.57 115.9236% 4 35-1339168 LAPORTE CONSTRUCTION CO $ 857,133.72 122.0740% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-0918397 |(3) 35-1212938 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 12000.00000 12000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2000.00000 10000.00| 2500.00000 12500.00| 1520.00000 7600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 42500.00000 42500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 6000.00000 6000.00 CLEARING RIGHT OF WAY | | | 0005 202-02245 5.000 EACH| 100.00000 500.00| 150.00000 750.00| 340.00000 1700.00 TREE, 150 mm, REMOVE | | | 0006 202-02250 7.000 EACH| 150.00000 1050.00| 225.00000 1575.00| 425.00000 2975.00 TREE, 250 mm, REMOVE | | | 0007 202-02255 9.000 EACH| 200.00000 1800.00| 325.00000 2925.00| 650.00000 5850.00 TREE, 460 mm, REMOVE | | | 0008 202-02260 2.000 EACH| 400.00000 800.00| 450.00000 900.00| 1250.00000 2500.00 TREE, 760 mm, REMOVE | | | 0009 202-02265 3.000 EACH| 400.00000 1200.00| 550.00000 1650.00| 1700.00000 5100.00 TREE, 1220 mm, REMOVE | | | 0010 202-06542 6.000 EACH| 100.00000 600.00| 75.00000 450.00| 70.00000 420.00 RELOCATE NEWSPAPER BOX | | | 0011 202-51330 LUMP| 40000.00000 40000.00| 100883.47000 100883.47| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | | 0012 202-60820 201.600 m2 | 12.00000 2419.20| 8.00000 1612.80| 8.20000 1653.12 SURFACE MILLING, ASPHALT | | | 0013 203-02000 1266.000 m3 | 9.16000 11596.56| 9.50000 12027.00| 13.00000 16458.00 EXCAVATION, COMMON | | | 0014 203-02070 1650.000 m3 | 9.16000 15114.00| 11.00000 18150.00| 12.00000 19800.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-0918397 |(3) 35-1212938 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-51223 143.000 m3 | 9.15000 1308.45| 20.00000 2860.00| 13.00000 1859.00 EXCAVATION, WATERWAY | | | 0016 205-06931 13.000 Mg | 26.92000 349.96| 75.00000 975.00| 34.00000 442.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 32.000 m | 59.00000 1888.00| 10.00000 320.00| 11.50000 368.00 TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06937 400.000 m | 6.05000 2420.00| 5.40000 2160.00| 5.20000 2080.00 TEMPORARY SILT FENCE | | | 0019 207-07500 1541.000 m2 | 4.78000 7365.98| 5.00000 7705.00| 15.00000 23115.00 SUBGRADE TREATMENT, TYPE C | | | 0020 211-07454 4.800 m3 | 25.00000 120.00| 50.00000 240.00| 50.00000 240.00 STRUCTURE BACKFILL | | | 0021 213-52830 13.600 m3 | 145.59000 1980.02| 85.00000 1156.00| 150.00000 2040.00 FLOWABLE MORTAR | | | 0022 301-07448 2085.000 Mg | 15.43000 32171.55| 25.00000 52125.00| 15.00000 31275.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 402-07433 331.100 Mg | 100.32000 33215.95| 60.00000 19866.00| 62.00000 20528.20 HMA TYPE B, SURFACE | | | 0024 402-07438 1169.300 Mg | 57.75000 67527.08| 43.00000 50279.90| 45.00000 52618.50 HMA TYPE B, INTERMEDIATE | | | 0025 402-07441 1039.200 Mg | 57.68000 59941.06| 40.00000 41568.00| 42.00000 43646.40 HMA TYPE B, BASE | | | 0026 404-05511 1274.000 m2 | 3.58000 4560.92| 6.60000 8408.40| 6.80000 8663.20 SEAL COAT, 2 | | | 0027 405-05518 1274.000 m2 | 0.79000 1006.46| 0.70000 891.80| 0.75000 955.50 ASPHALT FOR PRIME COAT | | | 0029 601-01522 4.000 EACH| 1375.00000 5500.00| 1250.00000 5000.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01846 5.000 EACH| 1622.50000 8112.50| 1475.00000 7375.00| 1600.00000 8000.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-02206 122.000 m | 33.00000 4026.00| 29.00000 3538.00| 30.00000 3660.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0032 601-94689 1.000 EACH| 2250.00000 2250.00| 2050.00000 2050.00| 2200.00000 2200.00 GUARDRAIL END TREATMENT, OS | | | 0033 601-97080 4.000 EACH| 2250.00000 9000.00| 2040.00000 8160.00| 2200.00000 8800.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0034 601-97774 1.000 EACH| 960.00000 960.00| 800.00000 800.00| 840.00000 840.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-0918397 |(3) 35-1212938 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 601-99105 108.600 m | 35.48000 3853.13| 30.00000 3258.00| 31.50000 3420.90 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 610-06259 278.800 m2 | 36.00000 10036.80| 50.00000 13940.00| 55.00000 15334.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0037 610-07487 114.200 Mg | 95.59000 10916.38| 114.00000 13018.80| 120.00000 13704.00 HMA FOR APPROACHES, TYPE B | | | 0038 615-06490 14.000 EACH| 125.00000 1750.00| 107.00000 1498.00| 115.00000 1610.00 RIGHT OF WAY MARKER | | | 0039 616-02320 691.000 m2 | 4.78000 3302.98| 3.00000 2073.00| 4.20000 2902.20 GEOTEXTILES | | | 0040 616-06405 502.000 Mg | 27.00000 13554.00| 26.00000 13052.00| 21.00000 10542.00 RIPRAP, REVETMENT | | | 0041 621-01004 2.000 EACH| 600.00000 1200.00| 450.00000 900.00| 475.00000 950.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01660 2079.000 m2 | 0.62000 1288.98| 0.54000 1122.66| 1.10000 2286.90 MULCHED SEEDING, LEGUME, 2 | | | 0043 621-01882 39.000 kg | 47.00000 1833.00| 43.00000 1677.00| 45.00000 1755.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0044 621-01956 50.500 kg | 12.00000 606.00| 9.60000 484.80| 10.00000 505.00 SEED MIXTURE, LEGUME, 1 | | | 0045 621-06545 0.100 Mg | 800.00000 80.00| 660.00000 66.00| 690.00000 69.00 FERTILIZER | | | 0046 621-06548 2.700 kg | 84.70000 228.69| 77.00000 207.90| 79.00000 213.30 SEED MIXTURE, CV | | | 0047 621-06559 2369.000 m2 | 0.60000 1421.40| 0.54000 1279.26| 1.20000 2842.80 MULCHED SEEDING, R | | | 0048 621-06565 1.920 Mg | 605.00000 1161.60| 550.00000 1056.00| 580.00000 1113.60 MULCHING MATERIAL | | | 0049 621-06567 58.000 kL | 0.70000 40.60| 0.60000 34.80| 0.75000 43.50 WATER | | | 0050 621-06574 23.600 m2 | 4.50000 106.20| 3.83000 90.39| 7.00000 165.20 SODDING | | | 0051 621-06575 2609.000 m2 | 4.50000 11740.50| 3.83000 9992.47| 4.90000 12784.10 SODDING, NURSERY | | | 0052 621-52448 4.000 EACH| 40.00000 160.00| 30.00000 120.00| 31.00000 124.00 SIGN, DO NOT SPRAY | | | 0053 622-52436 2.000 EACH| 40.00000 80.00| 30.00000 60.00| 31.00000 62.00 SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 50.000 EACH| 20.00000 1000.00| 15.00000 750.00| 16.00000 800.00 SEEDLING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-0918397 |(3) 35-1212938 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 622-98200 4.000 EACH| 40.00000 160.00| 30.00000 120.00| 31.00000 124.00 SIGN, DO NOT DISTURB | | | 0056 701-51195 342.400 m | 65.60000 22461.44| 115.00000 39376.00| 130.00000 44512.00 PILE, STEEL H, HP 310 X 79 | | | 0057 701-98649 46.200 m | 197.40000 9119.88| 150.00000 6930.00| 230.00000 10626.00 PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0059 702-04433 26.000 EACH| 30.00000 780.00| 45.00000 1170.00| 100.00000 2600.00 FLOOR DRAIN, PVC, 150 mm | | | 0060 703-51030 15712.000 kg | 1.00000 15712.00| 1.25000 19640.00| 1.65000 25924.80 REINFORCING STEEL | | | 0061 703-51032 12673.000 kg | 1.10000 13940.30| 1.30000 16474.90| 1.75000 22177.75 REINFORCING STEEL, EPOXY COATED | | | 0062 704-51002 188.600 m3 | 458.00000 86378.80| 575.00000 108445.00| 450.00000 84870.00 CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1500.00000 6000.00| 1200.00000 4800.00| 1050.00000 4200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 13.200 m3 | 579.55000 7650.06| 575.00000 7590.00| 575.00000 7590.00 CONCRETE, C, RAILING | | | 0065 709-51821 LUMP| 3700.00000 3700.00| 3300.00000 3300.00| 4500.00000 4500.00 SURFACE SEAL | | | 0066 713-51335 LUMP| 50000.00000 50000.00| 55000.00000 55000.00| 135000.00000 135000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0067 715-05048 30.000 m | 30.00000 900.00| 40.00000 1200.00| 21.00000 630.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05049 30.000 m | 32.00000 960.00| 42.00000 1260.00| 24.00000 720.00 PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0069 715-05051 30.000 m | 32.00000 960.00| 50.00000 1500.00| 26.00000 780.00 PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0070 715-05168 54.700 m | 36.00000 1969.20| 75.00000 4102.50| 60.00000 3282.00 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0071 715-46000 8.000 EACH| 80.00000 640.00| 325.00000 2600.00| 185.00000 1480.00 PIPE END SECTION, 300 mm | | | 0072 801-04308 2.000 EACH| 450.00000 900.00| 143.00000 286.00| 180.00000 360.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06640 19.000 EACH| 200.00000 3800.00| 59.00000 1121.00| 95.00000 1805.00 CONSTRUCTION SIGN, A | | | 0074 801-06643 2068.000 m | 3.14000 6493.52| 2.58000 5335.44| 2.90000 5997.20 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0075 801-06644 144.000 m | 3.14000 452.16| 2.58000 371.52| 2.90000 417.60 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-0918397 |(3) 35-1212938 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 801-06645 14.000 EACH| 70.00000 980.00| 21.00000 294.00| 25.00000 350.00 CONSTRUCTION SIGN, B | | | 0077 801-06775 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 13000.00000 13000.00 MAINTAINING TRAFFIC | | | 0078 801-07118 50.400 m | 50.00000 2520.00| 17.43000 878.47| 18.50000 932.40 BARRICADE, III-A | | | 0079 801-07119 14.400 m | 50.00000 720.00| 21.32000 307.01| 22.50000 324.00 BARRICADE, III-B | | | 0081 802-04314 6.000 EACH| 100.00000 600.00| 65.00000 390.00| 90.00000 540.00 SIGN , RELOCATE | | | 0082 802-76055 12.900 m | 40.00000 516.00| 12.40000 159.96| 13.50000 174.15 SIGN POST, A | | | 0083 804-06725 20.000 EACH| 24.00000 480.00| 8.59000 171.80| 10.00000 200.00 DELINEATOR WITH POST, D1, 75 mm | | | 0084 804-93726 6.000 EACH| 20.00000 120.00| 4.20000 25.20| 6.00000 36.00 DELINEATOR | | | 0085 804-94499 1.000 EACH| 150.00000 150.00| 50.00000 50.00| 22.00000 22.00 MILE MARKER, REMOVE AND RESET | | | 0086 808-01153 613.000 m | 1.05000 643.65| 0.59000 361.67| 0.70000 429.10 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0087 808-01154 522.000 m | 1.05000 548.10| 0.59000 307.98| 0.70000 365.40 TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0088 808-04298 1.000 EACH| 400.00000 400.00| 198.00000 198.00| 225.00000 225.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0089 808-06703 900.000 m | 2.42000 2178.00| 1.35000 1215.00| 1.45000 1305.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0090 808-06716 120.000 m | 3.63000 435.60| 1.45000 174.00| 1.70000 204.00 LINE, REMOVE | | | 0091 808-75240 115.000 m | 2.42000 278.30| 1.35000 155.25| 1.45000 166.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0092 808-75245 450.000 m | 2.42000 1089.00| 1.35000 607.50| 1.50000 675.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0093 808-75998 15.000 EACH| 100.00000 1500.00| 68.00000 1020.00| 72.00000 1080.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0094 406-05520 2.500 Mg | 1.10000 2.75| 470.00000 1175.00| 300.00000 750.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-0918397 |(3) 35-1212938 |WIRTZ & YATES, INC. |RIETH RILEY CONSTRUCTION |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 701-91792 26.000 EACH| 110.00000 2860.00| 200.00000 5200.00| 110.00000 2860.00 PILE TIP, STEEL H | | | SECTION TOTALS | $ 702,142.71| $ 801,895.65| $ 813,949.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 702,142.71| $ 801,895.65| $ 813,949.57 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 12068.35000 12068.35| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 1704.32000 8521.60| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 43573.47000 43573.47| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1284.25000 1284.25| | CLEARING RIGHT OF WAY | | | 0005 202-02245 5.000 EACH| 190.37000 951.85| | TREE, 150 mm, REMOVE | | | 0006 202-02250 7.000 EACH| 213.25000 1492.75| | TREE, 250 mm, REMOVE | | | 0007 202-02255 9.000 EACH| 211.52000 1903.68| | TREE, 460 mm, REMOVE | | | 0008 202-02260 2.000 EACH| 951.86000 1903.72| | TREE, 760 mm, REMOVE | | | 0009 202-02265 3.000 EACH| 2245.67000 6737.01| | TREE, 1220 mm, REMOVE | | | 0010 202-06542 6.000 EACH| 44.40000 266.40| | RELOCATE NEWSPAPER BOX | | | 0011 202-51330 LUMP| 71395.49000 71395.49| | PRESENT STRUCTURE, REMOVE | | | 0012 202-60820 201.600 m2 | 11.75000 2368.80| | SURFACE MILLING, ASPHALT | | | 0013 203-02000 1266.000 m3 | 24.06000 30459.96| | EXCAVATION, COMMON | | | 0014 203-02070 1650.000 m3 | 16.27000 26845.50| | BORROW | | | 0015 203-51223 143.000 m3 | 22.41000 3204.63| | EXCAVATION, WATERWAY | | | 0016 205-06931 13.000 Mg | 191.63000 2491.19| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06932 32.000 m | 52.00000 1664.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0018 205-06937 400.000 m | 5.40000 2160.00| | TEMPORARY SILT FENCE | | | 0019 207-07500 1541.000 m2 | 3.92000 6040.72| | SUBGRADE TREATMENT, TYPE C | | | 0020 211-07454 4.800 m3 | 68.64000 329.47| | STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 213-52830 13.600 m3 | 164.90000 2242.64| | FLOWABLE MORTAR | | | 0022 301-07448 2085.000 Mg | 16.11000 33589.35| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0023 402-07433 331.100 Mg | 60.00000 19866.00| | HMA TYPE B, SURFACE | | | 0024 402-07438 1169.300 Mg | 43.00000 50279.90| | HMA TYPE B, INTERMEDIATE | | | 0025 402-07441 1039.200 Mg | 40.00000 41568.00| | HMA TYPE B, BASE | | | 0026 404-05511 1274.000 m2 | 6.60000 8408.40| | SEAL COAT, 2 | | | 0027 405-05518 1274.000 m2 | 0.70000 891.80| | ASPHALT FOR PRIME COAT | | | 0029 601-01522 4.000 EACH| 1250.00000 5000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-01846 5.000 EACH| 1475.00000 7375.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 3 | | | 0031 601-02206 122.000 m | 29.00000 3538.00| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0032 601-94689 1.000 EACH| 2050.00000 2050.00| | GUARDRAIL END TREATMENT, OS | | | 0033 601-97080 4.000 EACH| 2040.00000 8160.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0034 601-97774 1.000 EACH| 800.00000 800.00| | GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0035 601-99105 108.600 m | 30.00000 3258.00| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 610-06259 278.800 m2 | 87.91000 24509.31| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0037 610-07487 114.200 Mg | 114.00000 13018.80| | HMA FOR APPROACHES, TYPE B | | | 0038 615-06490 14.000 EACH| 107.00000 1498.00| | RIGHT OF WAY MARKER | | | 0039 616-02320 691.000 m2 | 2.70000 1865.70| | GEOTEXTILES | | | 0040 616-06405 502.000 Mg | 25.66000 12881.32| | RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 621-01004 2.000 EACH| 450.00000 900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0042 621-01660 2079.000 m2 | 0.54000 1122.66| | MULCHED SEEDING, LEGUME, 2 | | | 0043 621-01882 39.000 kg | 43.00000 1677.00| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0044 621-01956 50.500 kg | 9.60000 484.80| | SEED MIXTURE, LEGUME, 1 | | | 0045 621-06545 0.100 Mg | 660.00000 66.00| | FERTILIZER | | | 0046 621-06548 2.700 kg | 77.00000 207.90| | SEED MIXTURE, CV | | | 0047 621-06559 2369.000 m2 | 0.54000 1279.26| | MULCHED SEEDING, R | | | 0048 621-06565 1.920 Mg | 550.00000 1056.00| | MULCHING MATERIAL | | | 0049 621-06567 58.000 kL | 0.60000 34.80| | WATER | | | 0050 621-06574 23.600 m2 | 3.83000 90.39| | SODDING | | | 0051 621-06575 2609.000 m2 | 3.83000 9992.47| | SODDING, NURSERY | | | 0052 621-52448 4.000 EACH| 30.00000 120.00| | SIGN, DO NOT SPRAY | | | 0053 622-52436 2.000 EACH| 30.00000 60.00| | SIGN, DO NOT MOW OR SPRAY | | | 0054 622-91786 50.000 EACH| 15.00000 750.00| | SEEDLING | | | 0055 622-98200 4.000 EACH| 30.00000 120.00| | SIGN, DO NOT DISTURB | | | 0056 701-51195 342.400 m | 87.61000 29997.66| | PILE, STEEL H, HP 310 X 79 | | | 0057 701-98649 46.200 m | 299.79000 13850.30| | PILE, REINFORCED CONCRETE, STEEL SHELL | | | ENCASED, EPOXY COATED , 6.35 mm, 356 mm | | | 0059 702-04433 26.000 EACH| 59.42000 1544.92| | FLOOR DRAIN, PVC, 150 mm | | | 0060 703-51030 15712.000 kg | 1.34000 21054.08| | REINFORCING STEEL | | | 0061 703-51032 12673.000 kg | 1.22000 15461.06| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 704-51002 188.600 m3 | 839.77000 158380.62| | CONCRETE, C, SUPERSTRUCTURE | | | 0063 706-05732 4.000 EACH| 1000.00000 4000.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0064 706-51020 13.200 m3 | 400.00000 5280.00| | CONCRETE, C, RAILING | | | 0065 709-51821 LUMP| 2294.88000 2294.88| | SURFACE SEAL | | | 0066 713-51335 LUMP| 81478.00000 81478.00| | TEMPORARY BRIDGE AND APPROACHES | | | 0067 715-05048 30.000 m | 36.80000 1104.00| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0068 715-05049 30.000 m | 38.27000 1148.10| | PIPE, TYPE 4, CIRCULAR, 200 mm | | | 0069 715-05051 30.000 m | 47.14000 1414.20| | PIPE, TYPE 4, CIRCULAR, 250 mm | | | 0070 715-05168 54.700 m | 94.74000 5182.28| | PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0071 715-46000 8.000 EACH| 256.26000 2050.08| | PIPE END SECTION, 300 mm | | | 0072 801-04308 2.000 EACH| 143.00000 286.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0073 801-06640 19.000 EACH| 59.00000 1121.00| | CONSTRUCTION SIGN, A | | | 0074 801-06643 2068.000 m | 2.58000 5335.44| | TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0075 801-06644 144.000 m | 2.58000 371.52| | TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0076 801-06645 14.000 EACH| 21.00000 294.00| | CONSTRUCTION SIGN, B | | | 0077 801-06775 LUMP| 10027.80000 10027.80| | MAINTAINING TRAFFIC | | | 0078 801-07118 50.400 m | 17.43000 878.47| | BARRICADE, III-A | | | 0079 801-07119 14.400 m | 21.32000 307.01| | BARRICADE, III-B | | | 0081 802-04314 6.000 EACH| 65.00000 390.00| | SIGN , RELOCATE | | | 0082 802-76055 12.900 m | 12.40000 159.96| | SIGN POST, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 311 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 800,810.98 ROUTE : SR 49 CALL ORDER : 311 CONTRACT ID : B -26051-A COUNTIES : JASPER LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1339168 | | |LAPORTE CONSTRUCTION CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 804-06725 20.000 EACH| 8.59000 171.80| | DELINEATOR WITH POST, D1, 75 mm | | | 0084 804-93726 6.000 EACH| 4.20000 25.20| | DELINEATOR | | | 0085 804-94499 1.000 EACH| 75.00000 75.00| | MILE MARKER, REMOVE AND RESET | | | 0086 808-01153 613.000 m | 0.59000 361.67| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, WHITE, 100 mm | | | 0087 808-01154 522.000 m | 0.59000 307.98| | TEMPORARY PAVEMENT MARKING, PAINT, | | | SOLID, YELLOW, 100 mm | | | 0088 808-04298 1.000 EACH| 198.00000 198.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0089 808-06703 900.000 m | 1.35000 1215.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0090 808-06716 120.000 m | 1.45000 174.00| | LINE, REMOVE | | | 0091 808-75240 115.000 m | 1.35000 155.25| | LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0092 808-75245 450.000 m | 1.35000 607.50| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0093 808-75998 15.000 EACH| 68.00000 1020.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0094 406-05520 2.500 Mg | 470.00000 1175.00| | ASPHALT FOR TACK COAT | | | 0095 701-91792 26.000 EACH| 146.60000 3811.60| | PILE TIP, STEEL H | | | SECTION TOTALS | $ 857,133.72| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 857,133.72| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 125 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0121004 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1057095 BLANKENBERGER BROTHERS $ 1,978,121.71 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,106,644.40 106.4972% 3 35-0626844 RUDOLPH, J.H. & CO $ 2,243,142.23 113.3975% 4 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 2,336,147.24 118.0992% ==================================================================================================================================== |(1) 35-1057095 |(2) 35-2040801 |(3) 35-0626844 |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 15650.00000 15650.00| 12000.00000 12000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2300.00000 23000.00| 1700.00000 17000.00| 1800.00000 18000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 98700.00000 98700.00| 105000.00000 105000.00| 112000.00000 112000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9700.00000 9700.00| 21000.00000 21000.00| 11000.00000 11000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 374.000 m | 7.50000 2805.00| 11.50000 4301.00| 8.00000 2992.00 GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 15400.00000 15400.00| 50000.00000 50000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 2767.000 m2 | 1.26000 3486.42| 5.00000 13835.00| 3.00000 8301.00 SURFACE MILLING, ASPHALT | | | 0008 203-02000 13225.000 m3 | 2.45000 32401.25| 2.00000 26450.00| 4.00000 52900.00 EXCAVATION, COMMON | | | 0009 203-02070 15975.000 m3 | 8.40000 134190.00| 8.50000 135787.50| 9.00000 143775.00 BORROW | | | 0010 205-06931 162.000 Mg | 30.00000 4860.00| 30.00000 4860.00| 59.00000 9558.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 1320.000 m | 6.00000 7920.00| 5.05000 6666.00| 5.30000 6996.00 TEMPORARY SILT FENCE | | | 0012 206-51220 123.000 m3 | 10.50000 1291.50| 40.00000 4920.00| 60.00000 7380.00 EXCAVATION, WET | | | 0013 206-51225 1707.000 m3 | 3.00000 5121.00| 10.00000 17070.00| 4.75000 8108.25 EXCAVATION, DRY | | | 0014 207-07498 14548.000 m2 | 3.65000 53100.20| 4.25000 61829.00| 4.00000 58192.00 SUBGRADE TREATMENT, TYPE A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-2040801 |(3) 35-0626844 |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 207-07503 4730.000 m2 | 1.50000 7095.00| 6.50000 30745.00| 5.00000 23650.00 SUBGRADE TREATMENT, TYPE E | | | 0016 211-07454 268.000 m3 | 21.00000 5628.00| 30.00000 8040.00| 35.00000 9380.00 STRUCTURE BACKFILL | | | 0019 401-07321 1310.000 Mg | 45.00000 58950.00| 45.00000 58950.00| 56.20000 73622.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07390 2920.000 Mg | 39.70000 115924.00| 39.70000 115924.00| 44.00000 128480.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0021 401-07423 3852.000 Mg | 39.70000 152924.40| 39.70000 152924.40| 37.00000 142524.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0024 402-07432 754.000 Mg | 44.50000 33553.00| 44.50000 33553.00| 48.00000 36192.00 HMA TYPE A, SURFACE | | | 0025 402-07433 293.000 Mg | 48.00000 14064.00| 48.00000 14064.00| 48.00000 14064.00 HMA TYPE B, SURFACE | | | 0026 402-07435 2755.000 Mg | 39.70000 109373.50| 39.70000 109373.50| 38.00000 104690.00 HMA TYPE A, INTERMEDIATE | | | 0027 402-07441 831.000 Mg | 40.00000 33240.00| 40.00000 33240.00| 45.35000 37685.85 HMA TYPE B, BASE | | | 0028 405-05517 13.600 Mg | 300.00000 4080.00| 300.00000 4080.00| 421.00000 5725.60 ASPHALT FOR PRIME COAT | | | 0029 406-05520 11.600 Mg | 200.00000 2320.00| 200.00000 2320.00| 238.00000 2760.80 ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH| 1200.00000 4800.00| 1350.00000 5400.00| 1260.00000 5040.00 GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 3.000 EACH| 1495.00000 4485.00| 1600.00000 4800.00| 1560.00000 4680.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-02205 2.000 EACH| 950.00000 1900.00| 1000.00000 2000.00| 975.00000 1950.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0033 601-02206 198.105 m | 22.96000 4548.49| 21.30000 4219.64| 24.00000 4754.52 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0034 601-03463 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 53.00000 106.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION, LABOR ONLY (RESET) | | | 0035 601-04746 5.000 EACH| 3400.00000 17000.00| 6200.00000 31000.00| 3500.00000 17500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0036 601-06035 251.900 m | 28.05000 7065.80| 25.00000 6297.50| 30.00000 7557.00 GUARDRAIL, RESET | | | 0037 601-94689 8.000 EACH| 2195.00000 17560.00| 2100.00000 16800.00| 2300.00000 18400.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-2040801 |(3) 35-0626844 |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 601-97080 6.000 EACH| 1495.00000 8970.00| 2025.00000 12150.00| 1550.00000 9300.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 384.700 m | 31.50000 12118.05| 31.00000 11925.70| 33.00000 12695.10 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06639 150.000 m | 83.00000 12450.00| 100.00000 15000.00| 90.00000 13500.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0041 602-06646 1100.000 m | 81.00000 89100.00| 95.00000 104500.00| 80.00000 88000.00 TEMPORARY CONCRETE BARRIER | | | 0042 602-06729 14.000 EACH| 20.00000 280.00| 7.00000 98.00| 8.00000 112.00 BARRIER DELINEATOR | | | 0043 610-05527 67.000 Mg | 50.00000 3350.00| 50.00000 3350.00| 130.00000 8710.00 HMA FOR APPROACHES | | | 0044 610-06259 178.000 m2 | 75.00000 13350.00| 85.00000 15130.00| 70.00000 12460.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0045 616-02320 1238.000 m2 | 1.85000 2290.30| 2.50000 3095.00| 2.10000 2599.80 GEOTEXTILES | | | 0046 616-06405 1106.000 Mg | 25.50000 28203.00| 32.00000 35392.00| 30.50000 33733.00 RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH| 660.00000 1320.00| 660.00000 1320.00| 1575.00000 3150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 3.140 Mg | 590.00000 1852.60| 590.00000 1852.60| 380.00000 1193.20 FERTILIZER | | | 0049 621-06548 1.000 kg | 185.00000 185.00| 185.00000 185.00| 79.00000 79.00 SEED MIXTURE, CV | | | 0050 621-06553 462.000 kg | 7.15000 3303.30| 7.15000 3303.30| 6.30000 2910.60 SEED MIXTURE, R | | | 0051 621-06557 231.000 kg | 4.90000 1131.90| 4.90000 1131.90| 4.10000 947.10 SEED MIXTURE, T | | | 0052 621-06565 13.500 Mg | 440.00000 5940.00| 440.00000 5940.00| 555.00000 7492.50 MULCHING MATERIAL | | | 0053 621-06567 1.200 kL | 1.00000 1.20| 1.00000 1.20| 0.50000 0.60 WATER | | | 0054 621-06574 52.800 m2 | 8.75000 462.00| 8.75000 462.00| 44.00000 2323.20 SODDING | | | 0055 622-91786 2375.000 EACH| 8.10000 19237.50| 8.10000 19237.50| 7.00000 16625.00 SEEDLING | | | 0056 622-91786 185.000 EACH| 26.50000 4902.50| 26.50000 4902.50| 94.00000 17390.00 SEEDLING , 3 GALLON CONTAINER GROWN | | | 0057 701-51195 258.000 m | 80.00000 20640.00| 100.00000 25800.00| 100.00000 25800.00 PILE, STEEL H, HP 310 X 79 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-2040801 |(3) 35-0626844 |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 701-91792 32.000 EACH| 95.00000 3040.00| 100.00000 3200.00| 90.00000 2880.00 PILE TIP, STEEL H | | | 0059 702-51005 106.000 m3 | 540.00000 57240.00| 600.00000 63600.00| 600.00000 63600.00 CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51015 25.100 m3 | 700.00000 17570.00| 600.00000 15060.00| 550.00000 13805.00 CONCRETE, B, FOOTINGS | | | 0061 702-93722 35.700 m3 | 600.00000 21420.00| 600.00000 21420.00| 600.00000 21420.00 CONCRETE, C | | | 0062 703-51030 11362.000 kg | 1.30000 14770.60| 1.40000 15906.80| 1.45000 16474.90 REINFORCING STEEL | | | 0063 703-51032 18410.000 kg | 1.40000 25774.00| 1.50000 27615.00| 1.60000 29456.00 REINFORCING STEEL, EPOXY COATED | | | 0064 704-05892 105.000 m3 | 560.00000 58800.00| 600.00000 63000.00| 825.00000 86625.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0065 706-05732 4.000 EACH| 1150.00000 4600.00| 1300.00000 5200.00| 1340.00000 5360.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51025 68.000 m | 90.00000 6120.00| 130.00000 8840.00| 150.00000 10200.00 CONCRETE, C, RAILING | | | 0067 707-05977 243.000 m2 | 275.00000 66825.00| 400.00000 97200.00| 300.00000 72900.00 STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 1219 mm | | | 0068 707-96390 48.000 EACH| 25.00000 1200.00| 25.00000 1200.00| 25.00000 1200.00 ELASTOMERIC BEARING PAD | | | 0069 709-51821 LUMP| 4770.00000 4770.00| 4500.00000 4500.00| 4725.00000 4725.00 SURFACE SEAL | | | 0070 713-51335 LUMP| 205500.00000 205500.00| 157000.00000 157000.00| 275000.00000 275000.00 TEMPORARY BRIDGE AND APPROACHES | | | 0071 714-26714 10.970 m | 2660.00000 29180.20| 3000.00000 32910.00| 2600.00000 28522.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2400 mm | | | 0072 715-05048 1812.000 m | 7.25000 13137.00| 10.00000 18120.00| 10.00000 18120.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0073 715-05171 14.500 m | 95.00000 1377.50| 125.00000 1812.50| 135.00000 1957.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0074 715-05208 17.000 m | 67.00000 1139.00| 105.00000 1785.00| 135.00000 2295.00 PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0075 715-05407 40.000 m | 33.00000 1320.00| 50.00000 2000.00| 22.00000 880.00 PIPE, END BENT DRAIN, 150 mm | | | 0076 715-46005 2.000 EACH| 145.00000 290.00| 225.00000 450.00| 450.00000 900.00 PIPE END SECTION, 375 mm | | | 0077 715-46010 2.000 EACH| 270.00000 540.00| 255.00000 510.00| 460.00000 920.00 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-2040801 |(3) 35-0626844 |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 715-91361 176.000 m | 23.00000 4048.00| 31.50000 5544.00| 21.00000 3696.00 PIPE, PVC, 150 mm | | | 0079 718-52610 390.700 m3 | 43.00000 16800.10| 31.00000 12111.70| 70.00000 27349.00 AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 3583.200 m2 | 1.15000 4120.68| 1.00000 3583.20| 0.80000 2866.56 GEOTEXTILES FOR UNDERDRAIN | | | 0081 801-06203 8292.000 m | 0.92000 7628.64| 0.27000 2238.84| 0.95000 7877.40 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0082 801-06207 3865.000 m | 3.00000 11595.00| 2.85000 11015.25| 3.00000 11595.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0083 801-06640 10.000 EACH| 125.00000 1250.00| 131.00000 1310.00| 130.00000 1300.00 CONSTRUCTION SIGN, A | | | 0084 801-06645 40.000 EACH| 40.00000 1600.00| 95.00000 3800.00| 42.00000 1680.00 CONSTRUCTION SIGN, B | | | 0085 801-06775 LUMP| 23000.00000 23000.00| 9500.00000 9500.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0086 801-07119 46.800 m | 69.45000 3250.26| 41.50000 1942.20| 72.00000 3369.60 BARRICADE, III-B | | | 0087 802-02475 1.000 EACH| 250.00000 250.00| 65.00000 65.00| 260.00000 260.00 SIGN, PANEL, REMOVE AND RELOCATE EXIST | | | STOP SIGN | | | 0088 808-06703 2537.000 m | 1.18000 2993.66| 0.87000 2207.19| 1.25000 3171.25 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-06716 300.000 m | 3.00000 900.00| 1.30000 390.00| 3.10000 930.00 LINE, REMOVE | | | 0090 808-75051 94.000 m | 4.75000 446.50| 4.45000 418.30| 4.90000 460.60 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0091 808-75054 94.000 m | 4.75000 446.50| 4.45000 418.30| 4.90000 460.60 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0092 808-75067 3.600 m | 45.00000 162.00| 26.65000 95.94| 47.00000 169.20 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0093 808-75245 2762.000 m | 1.18000 3259.16| 0.87000 2402.94| 1.25000 3452.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0094 303-07449 1616.000 Mg | 20.00000 32320.00| 20.00000 32320.00| 19.00000 30704.00 COMPACTED AGGREGATE, NO. 73 | | | 0095 303-01180 465.000 Mg | 23.20000 10788.00| 20.00000 9300.00| 19.00000 8835.00 COMPACTED AGGREGATE, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1057095 |(2) 35-2040801 |(3) 35-0626844 |BLANKENBERGER BROTHERS |GOHMANN ASPHALT & CONSTR., I|RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0096 401-07429 1858.000 Mg | 47.00000 87326.00| 47.00000 87326.00| 30.00000 55740.00 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | SECTION TOTALS | $ 1,978,121.71| $ 2,106,644.40| $ 2,243,142.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,978,121.71| $ 2,106,644.40| $ 2,243,142.23 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 39000.00000 39000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 10.000 MOS | 2145.00000 21450.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 116000.00000 116000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 29000.00000 29000.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 374.000 m | 15.90000 5946.60| | GUARDRAIL, REMOVE | | | 0006 202-51330 LUMP| 16620.00000 16620.00| | PRESENT STRUCTURE, REMOVE | | | 0007 202-60820 2767.000 m2 | 2.60000 7194.20| | SURFACE MILLING, ASPHALT | | | 0008 203-02000 13225.000 m3 | 7.20000 95220.00| | EXCAVATION, COMMON | | | 0009 203-02070 15975.000 m3 | 15.20000 242820.00| | BORROW | | | 0010 205-06931 162.000 Mg | 34.00000 5508.00| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0011 205-06937 1320.000 m | 5.20000 6864.00| | TEMPORARY SILT FENCE | | | 0012 206-51220 123.000 m3 | 22.00000 2706.00| | EXCAVATION, WET | | | 0013 206-51225 1707.000 m3 | 8.30000 14168.10| | EXCAVATION, DRY | | | 0014 207-07498 14548.000 m2 | 4.60000 66920.80| | SUBGRADE TREATMENT, TYPE A | | | 0015 207-07503 4730.000 m2 | 2.60000 12298.00| | SUBGRADE TREATMENT, TYPE E | | | 0016 211-07454 268.000 m3 | 27.60000 7396.80| | STRUCTURE BACKFILL | | | 0019 401-07321 1310.000 Mg | 47.60000 62356.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | | 0020 401-07390 2920.000 Mg | 42.00000 122640.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | | 0021 401-07423 3852.000 Mg | 42.00000 161784.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | | 0024 402-07432 754.000 Mg | 47.10000 35513.40| | HMA TYPE A, SURFACE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0025 402-07433 293.000 Mg | 50.90000 14913.70| | HMA TYPE B, SURFACE | | | 0026 402-07435 2755.000 Mg | 42.00000 115710.00| | HMA TYPE A, INTERMEDIATE | | | 0027 402-07441 831.000 Mg | 42.40000 35234.40| | HMA TYPE B, BASE | | | 0028 405-05517 13.600 Mg | 300.00000 4080.00| | ASPHALT FOR PRIME COAT | | | 0029 406-05520 11.600 Mg | 220.00000 2552.00| | ASPHALT FOR TACK COAT | | | 0030 601-01522 4.000 EACH| 1378.00000 5512.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0031 601-01700 3.000 EACH| 1800.00000 5400.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0032 601-02205 2.000 EACH| 1590.00000 3180.00| | TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0033 601-02206 198.105 m | 31.80000 6299.74| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0034 601-03463 2.000 EACH| 1060.00000 2120.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION, LABOR ONLY (RESET) | | | 0035 601-04746 5.000 EACH| 5510.00000 27550.00| | ENERGY ABSORBING TERMINAL, CZ | | | 0036 601-06035 251.900 m | 29.70000 7481.43| | GUARDRAIL, RESET | | | 0037 601-94689 8.000 EACH| 2330.00000 18640.00| | GUARDRAIL END TREATMENT, OS | | | 0038 601-97080 6.000 EACH| 2650.00000 15900.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0039 601-99105 384.700 m | 33.90000 13041.33| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0040 602-06639 150.000 m | 122.00000 18300.00| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0041 602-06646 1100.000 m | 74.00000 81400.00| | TEMPORARY CONCRETE BARRIER | | | 0042 602-06729 14.000 EACH| 18.00000 252.00| | BARRIER DELINEATOR | | | 0043 610-05527 67.000 Mg | 54.00000 3618.00| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 610-06259 178.000 m2 | 72.00000 12816.00| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0045 616-02320 1238.000 m2 | 2.10000 2599.80| | GEOTEXTILES | | | 0046 616-06405 1106.000 Mg | 25.80000 28534.80| | RIPRAP, REVETMENT | | | 0047 621-01004 2.000 EACH| 540.00000 1080.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0048 621-06545 3.140 Mg | 420.00000 1318.80| | FERTILIZER | | | 0049 621-06548 1.000 kg | 65.00000 65.00| | SEED MIXTURE, CV | | | 0050 621-06553 462.000 kg | 7.40000 3418.80| | SEED MIXTURE, R | | | 0051 621-06557 231.000 kg | 9.50000 2194.50| | SEED MIXTURE, T | | | 0052 621-06565 13.500 Mg | 520.00000 7020.00| | MULCHING MATERIAL | | | 0053 621-06567 1.200 kL | 1.00000 1.20| | WATER | | | 0054 621-06574 52.800 m2 | 4.90000 258.72| | SODDING | | | 0055 622-91786 2375.000 EACH| 11.20000 26600.00| | SEEDLING | | | 0056 622-91786 185.000 EACH| 29.00000 5365.00| | SEEDLING , 3 GALLON CONTAINER GROWN | | | 0057 701-51195 258.000 m | 112.00000 28896.00| | PILE, STEEL H, HP 310 X 79 | | | 0058 701-91792 32.000 EACH| 124.00000 3968.00| | PILE TIP, STEEL H | | | 0059 702-51005 106.000 m3 | 568.00000 60208.00| | CONCRETE, A, SUBSTRUCTURE | | | 0060 702-51015 25.100 m3 | 593.00000 14884.30| | CONCRETE, B, FOOTINGS | | | 0061 702-93722 35.700 m3 | 632.00000 22562.40| | CONCRETE, C | | | 0062 703-51030 11362.000 kg | 1.48000 16815.76| | REINFORCING STEEL | | | 0063 703-51032 18410.000 kg | 1.59000 29271.90| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 704-05892 105.000 m3 | 658.00000 69090.00| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0065 706-05732 4.000 EACH| 1120.00000 4480.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0066 706-51025 68.000 m | 138.00000 9384.00| | CONCRETE, C, RAILING | | | 0067 707-05977 243.000 m2 | 288.00000 69984.00| | STRUCTURAL MEMBERS, CONCRETE BOX BEAM, | | | CB, 432 mm X 1219 mm | | | 0068 707-96390 48.000 EACH| 164.00000 7872.00| | ELASTOMERIC BEARING PAD | | | 0069 709-51821 LUMP| 5030.00000 5030.00| | SURFACE SEAL | | | 0070 713-51335 LUMP| 169000.00000 169000.00| | TEMPORARY BRIDGE AND APPROACHES | | | 0071 714-26714 10.970 m | 2132.00000 23388.04| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2400 mm x 2400 mm | | | 0072 715-05048 1812.000 m | 9.60000 17395.20| | PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0073 715-05171 14.500 m | 102.00000 1479.00| | PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0074 715-05208 17.000 m | 94.00000 1598.00| | PIPE, TYPE 4, CIRCULAR, 375 mm | | | 0075 715-05407 40.000 m | 18.20000 728.00| | PIPE, END BENT DRAIN, 150 mm | | | 0076 715-46005 2.000 EACH| 425.00000 850.00| | PIPE END SECTION, 375 mm | | | 0077 715-46010 2.000 EACH| 455.00000 910.00| | PIPE END SECTION, 450 mm | | | 0078 715-91361 176.000 m | 12.40000 2182.40| | PIPE, PVC, 150 mm | | | 0079 718-52610 390.700 m3 | 37.00000 14455.90| | AGGREGATE FOR UNDERDRAINS | | | 0080 718-99153 3583.200 m2 | 1.60000 5733.12| | GEOTEXTILES FOR UNDERDRAIN | | | 0081 801-06203 8292.000 m | 1.00000 8292.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0082 801-06207 3865.000 m | 3.00000 11595.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 321 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,807,041.00 ROUTE : SR 66 CALL ORDER : 321 CONTRACT ID : B -26224-A COUNTIES : POSEY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 801-06640 10.000 EACH| 135.00000 1350.00| | CONSTRUCTION SIGN, A | | | 0084 801-06645 40.000 EACH| 45.00000 1800.00| | CONSTRUCTION SIGN, B | | | 0085 801-06775 LUMP| 32000.00000 32000.00| | MAINTAINING TRAFFIC | | | 0086 801-07119 46.800 m | 70.00000 3276.00| | BARRICADE, III-B | | | 0087 802-02475 1.000 EACH| 260.00000 260.00| | SIGN, PANEL, REMOVE AND RELOCATE EXIST | | | STOP SIGN | | | 0088 808-06703 2537.000 m | 1.20000 3044.40| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0089 808-06716 300.000 m | 3.20000 960.00| | LINE, REMOVE | | | 0090 808-75051 94.000 m | 5.00000 470.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0091 808-75054 94.000 m | 5.00000 470.00| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0092 808-75067 3.600 m | 50.00000 180.00| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0093 808-75245 2762.000 m | 1.30000 3590.60| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0094 303-07449 1616.000 Mg | 25.20000 40723.20| | COMPACTED AGGREGATE, NO. 73 | | | 0095 303-01180 465.000 Mg | 24.90000 11578.50| | COMPACTED AGGREGATE, 53 | | | 0096 401-07429 1858.000 Mg | 49.80000 92528.40| | QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | SECTION TOTALS | $ 2,336,147.24| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,336,147.24| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 345 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,152,965.04 ROUTE : SR 18 CALL ORDER : 345 CONTRACT ID : B -26419-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 08/22/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 1325037 1325037 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1058755 BAKER & SCHULTZ, INC. $ 728,498.51 100.0000% 2 35-1374866 PRIMCO, INC. $ 742,473.73 101.9183% 3 35-1609544 SCHUTT-LOOKABILL CO $ 766,169.17 105.1710% 4 35-1212938 ATLAS EXCAVATING, INC. CONDITIONAL BID $ 808,689.25 111.0076% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 834,159.83 114.5039% 6 35-1447641 STRUCTURE CONTRACTORS $ 869,646.75 119.3752% ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1609544 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 6400.00000 6400.00| 8910.00000 8910.00| 7200.00000 7200.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2210.00000 19890.00| 1797.34000 16176.06| 1600.00000 14400.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 35400.00000 35400.00| 37400.00000 37400.00| 38300.00000 38300.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 752.000 SYS | 11.70000 8798.40| 18.00000 13536.00| 6.28000 4722.56 PAVEMENT, REMOVE | | | 0005 202-02241 3054.000 LFT | 1.25000 3817.50| 1.25000 3817.50| 1.40000 4275.60 GUARDRAIL, REMOVE | | | 0006 202-02277 2473.000 LFT | 4.00000 9892.00| 2.00000 4946.00| 4.03000 9966.19 GUTTER, LIP, REMOVE | | | 0007 202-04089 9.000 EACH| 100.00000 900.00| 20.00000 180.00| 10.00000 90.00 SIGN, SHEET, REMOVE | | | 0008 202-51328 LUMP| 23410.00000 23410.00| 32084.33000 32084.33| 39826.00000 39826.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 1 | | | 0009 202-51328 LUMP| 23465.00000 23465.00| 23396.40000 23396.40| 44552.00000 44552.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 2 | | | 0010 202-51822 1014.000 SYS | 5.20000 5272.80| 5.00000 5070.00| 3.62000 3670.68 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 1741.000 SYS | 3.00000 5223.00| 3.55000 6180.55| 2.81000 4892.21 SURFACE MILLING, ASPHALT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 345 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,152,965.04 ROUTE : SR 18 CALL ORDER : 345 CONTRACT ID : B -26419-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1609544 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-91385 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| 206.73000 206.73 INLET, REMOVE | | | 0013 202-96133 7.000 LFT | 27.00000 189.00| 200.00000 1400.00| 7.42000 51.94 PIPE, REMOVE | | | 0014 203-02000 826.000 CYS | 22.00000 18172.00| 24.00000 19824.00| 6.79000 5608.54 EXCAVATION, COMMON | | | 0015 203-02070 335.000 CYS | 22.00000 7370.00| 16.00000 5360.00| 21.99000 7366.65 BORROW | | | 0016 203-90014 14.000 STA | 390.00000 5460.00| 700.00000 9800.00| 277.44000 3884.16 LINEAR GRADING | | | 0017 211-07454 62.000 CYS | 20.00000 1240.00| 85.50000 5301.00| 27.88000 1728.56 STRUCTURE BACKFILL | | | 0018 302-06464 122.000 CYS | 48.00000 5856.00| 43.25000 5276.50| 29.92000 3650.24 SUBBASE FOR PCCP | | | 0019 303-01180 1001.000 TON | 19.60000 19619.60| 20.00000 20020.00| 19.54000 19559.54 COMPACTED AGGREGATE, 53 | | | 0020 304-07490 300.000 TON | 60.00000 18000.00| 60.00000 18000.00| 72.80000 21840.00 HMA PATCHING, TYPE B | | | 0021 304-07493 639.000 TON | 40.00000 25560.00| 40.00000 25560.00| 45.20000 28882.80 HMA WIDENING, TYPE B | | | 0022 402-07433 919.000 TON | 41.85000 38460.15| 41.85000 38460.15| 47.29000 43459.51 HMA TYPE B, SURFACE | | | 0023 402-07438 1788.000 TON | 29.00000 51852.00| 29.00000 51852.00| 32.77000 58592.76 HMA TYPE B, INTERMEDIATE | | | 0024 402-07441 446.000 TON | 40.00000 17840.00| 40.00000 17840.00| 45.20000 20159.20 HMA TYPE B, BASE | | | 0025 406-05521 2348.000 SYS | 0.15000 352.20| 0.15000 352.20| 0.17000 399.16 ASPHALT FOR TACK COAT | | | 0026 502-06329 648.000 SYS | 52.00000 33696.00| 40.00000 25920.00| 47.00000 30456.00 PCCP, 12 IN. | | | 0027 503-05240 388.000 LFT | 11.00000 4268.00| 10.00000 3880.00| 8.07000 3131.16 D-1 CONTRACTION JOINT | | | 0028 503-05310 68.680 LFT | 56.00000 3846.08| 135.00000 9271.80| 132.11000 9073.31 TERMINAL JOINT | | | 0029 601-01522 8.000 EACH| 1200.00000 9600.00| 1100.00000 8800.00| 1356.00000 10848.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-06037 1.000 EACH| 600.00000 600.00| 500.00000 500.00| 678.00000 678.00 GUARDRAIL END TREATMENT, I | | | 0031 601-94689 6.000 EACH| 1865.00000 11190.00| 1900.00000 11400.00| 2100.00000 12600.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 3020.000 LFT | 8.50000 25670.00| 8.55000 25821.00| 9.60000 28992.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 345 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,152,965.04 ROUTE : SR 18 CALL ORDER : 345 CONTRACT ID : B -26419-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1609544 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-99123 1.000 EACH| 1975.00000 1975.00| 2000.00000 2000.00| 2232.00000 2232.00 GUARDRAIL TRANSITION, GP | | | 0034 602-06729 30.000 EACH| 8.15000 244.50| 11.00000 330.00| 9.00000 270.00 BARRIER DELINEATOR | | | 0035 605-06095 354.000 LFT | 14.00000 4956.00| 8.65000 3062.10| 16.87000 5971.98 CURB, INTEGRAL, B, CONCRETE | | | 0036 605-06121 2048.000 LFT | 13.00000 26624.00| 7.35000 15052.80| 12.85000 26316.80 CURB, CONCRETE, B | | | 0037 610-06259 320.000 SYS | 48.00000 15360.00| 60.00000 19200.00| 46.25000 14800.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0038 616-02320 66.000 SYS | 1.75000 115.50| 2.50000 165.00| 3.00000 198.00 GEOTEXTILES | | | 0039 616-06405 30.000 TON | 38.00000 1140.00| 45.00000 1350.00| 60.00000 1800.00 RIPRAP, REVETMENT | | | 0040 619-61505 LUMP| 14800.00000 14800.00| 12000.00000 12000.00| 9605.00000 9605.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 1 | | | 0041 619-95315 LUMP| 5900.00000 5900.00| 1200.00000 1200.00| 5311.00000 5311.00 CLEAN AND PAINT BEARING ASSEMBLIES , | | | STR. NO. 2 | | | 0042 621-01004 2.000 EACH| 375.00000 750.00| 375.00000 750.00| 424.00000 848.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06560 1600.000 SYS | 0.72000 1152.00| 0.72000 1152.00| 0.81000 1296.00 MULCHED SEEDING, U | | | 0044 621-06574 41.000 SYS | 34.10000 1398.10| 34.10000 1398.10| 38.53000 1579.73 SODDING | | | 0045 702-51005 21.400 CYS | 450.00000 9630.00| 730.00000 15622.00| 797.00000 17055.80 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51863 1080.000 EACH| 10.00000 10800.00| 10.00000 10800.00| 6.00000 6480.00 FIELD DRILLED HOLE IN CONCRETE | | | 0047 703-51030 9267.000 LBS | 0.45000 4170.15| 1.00000 9267.00| 0.53000 4911.51 REINFORCING STEEL | | | 0048 703-51032 17866.000 LBS | 0.55000 9826.30| 1.00000 17866.00| 0.61000 10898.26 REINFORCING STEEL, EPOXY COATED | | | 0049 706-05732 8.000 EACH| 1100.00000 8800.00| 900.00000 7200.00| 1400.00000 11200.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51025 606.000 LFT | 26.00000 15756.00| 50.00000 30300.00| 30.17000 18283.02 CONCRETE, C, RAILING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 345 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,152,965.04 ROUTE : SR 18 CALL ORDER : 345 CONTRACT ID : B -26419-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1609544 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 709-51821 LUMP| 4600.00000 4600.00| 771.68000 771.68| 1600.00000 1600.00 SURFACE SEAL STR. NO. 1 | | | 0052 709-51821 LUMP| 5100.00000 5100.00| 767.44000 767.44| 2000.00000 2000.00 SURFACE SEAL STR. NO. 2 | | | 0053 715-05119 125.000 LFT | 18.00000 2250.00| 27.75000 3468.75| 23.73000 2966.25 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0054 715-05149 110.000 LFT | 20.00000 2200.00| 40.00000 4400.00| 29.28000 3220.80 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0055 715-05203 308.000 LFT | 3.00000 924.00| 5.55000 1709.40| 6.15000 1894.20 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0056 718-52610 18.000 CYS | 50.00000 900.00| 42.00000 756.00| 39.63000 713.34 AGGREGATE FOR UNDERDRAINS | | | 0057 718-99153 938.000 SYS | 0.60000 562.80| 1.10000 1031.80| 3.45000 3236.10 GEOTEXTILES FOR UNDERDRAIN | | | 0058 720-44296 8.000 EACH| 230.00000 1840.00| 550.00000 4400.00| 239.13000 1913.04 CAP INLET | | | 0059 720-45050 6.000 EACH| 1394.00000 8364.00| 1600.00000 9600.00| 1240.68000 7444.08 INLET, J11 | | | 0060 720-45060 1.000 EACH| 1394.00000 1394.00| 1550.00000 1550.00| 1338.39000 1338.39 INLET, M11 | | | 0061 722-51401 965.000 SFT | 15.00000 14475.00| 10.00000 9650.00| 12.00000 11580.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0062 722-51842 1018.000 SYS | 48.00000 48864.00| 45.00000 45810.00| 46.03000 46858.54 BRIDGE DECK OVERLAY | | | 0063 722-51846 17.800 CYS | 330.00000 5874.00| 330.00000 5874.00| 330.00000 5874.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0064 722-51852 2410.000 SFT | 13.00000 31330.00| 7.00000 16870.00| 8.00000 19280.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0065 722-60824 1018.000 SYS | 1.85000 1883.30| 4.00000 4072.00| 0.72000 732.96 SURFACE MILLING | | | 0066 801-01506 2.000 EACH| 145.00000 290.00| 145.00000 290.00| 164.00000 328.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0067 801-04308 6.000 EACH| 160.00000 960.00| 160.00000 960.00| 181.00000 1086.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 10180.000 LFT | 0.22000 2239.60| 0.22000 2239.60| 0.25000 2545.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0069 801-06207 8060.000 LFT | 0.89000 7173.40| 0.89000 7173.40| 1.00000 8060.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06625 13.000 EACH| 95.00000 1235.00| 95.00000 1235.00| 107.00000 1391.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 345 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,152,965.04 ROUTE : SR 18 CALL ORDER : 345 CONTRACT ID : B -26419-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1058755 |(2) 35-1374866 |(3) 35-1609544 |BAKER & SCHULTZ, INC. |PRIMCO, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 801-06640 19.000 EACH| 67.50000 1282.50| 67.50000 1282.50| 76.00000 1444.00 CONSTRUCTION SIGN, A | | | 0072 801-06645 10.000 EACH| 30.00000 300.00| 30.00000 300.00| 34.00000 340.00 CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 5025.00000 5025.00 MAINTAINING TRAFFIC STR. NO. 1 | | | 0074 801-06775 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| 5000.00000 5000.00 MAINTAINING TRAFFIC STR. NO. 2 | | | 0075 801-07118 144.000 LFT | 7.10000 1022.40| 7.10000 1022.40| 8.00000 1152.00 BARRICADE, III-A | | | 0076 802-05701 88.000 LFT | 11.20000 985.60| 8.60000 756.80| 13.00000 1144.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0077 802-05702 40.000 LFT | 6.30000 252.00| 5.50000 220.00| 7.00000 280.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0078 802-76025 6.000 SFT | 26.70000 160.20| 17.60000 105.60| 30.00000 180.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0079 802-76035 108.800 SFT | 15.35000 1670.08| 17.90000 1947.52| 17.35000 1887.68 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0080 808-06712 127.000 LFT | 0.45000 57.15| 0.45000 57.15| 0.51000 64.77 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0081 808-06713 7582.000 LFT | 0.10000 758.20| 0.10000 758.20| 0.11000 834.02 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0082 808-06714 7140.000 LFT | 0.10000 714.00| 0.10000 714.00| 0.11000 785.40 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0083 808-06716 300.000 LFT | 0.50000 150.00| 0.50000 150.00| 0.56000 168.00 LINE, REMOVE | | | 0084 808-75140 2.000 EACH| 155.00000 310.00| 155.00000 310.00| 175.00000 350.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0085 808-75998 18.000 EACH| 65.00000 1170.00| 65.00000 1170.00| 74.00000 1332.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 728,498.51| $ 742,473.73| $ 766,169.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 728,498.51| $ 742,473.73| $ 766,169.17 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 345 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,152,965.04 ROUTE : SR 18 CALL ORDER : 345 CONTRACT ID : B -26419-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1618530 |(6) 35-1447641 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 1500.00000 13500.00| 1350.00000 12150.00| 1400.00000 12600.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 40000.00000 40000.00| 41000.00000 41000.00| 43000.00000 43000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02240 752.000 SYS | 8.50000 6392.00| 13.00000 9776.00| 26.00000 19552.00 PAVEMENT, REMOVE | | | 0005 202-02241 3054.000 LFT | 1.60000 4886.40| 1.35000 4122.90| 1.50000 4581.00 GUARDRAIL, REMOVE | | | 0006 202-02277 2473.000 LFT | 2.80000 6924.40| 5.00000 12365.00| 4.50000 11128.50 GUTTER, LIP, REMOVE | | | 0007 202-04089 9.000 EACH| 25.00000 225.00| 10.50000 94.50| 100.00000 900.00 SIGN, SHEET, REMOVE | | | 0008 202-51328 LUMP| 36000.00000 36000.00| 25000.00000 25000.00| 45000.00000 45000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 1 | | | 0009 202-51328 LUMP| 41000.00000 41000.00| 40000.00000 40000.00| 51000.00000 51000.00 PRESENT STRUCTURE, REMOVE PORTIONS STR. | | | NO. 2 | | | 0010 202-51822 1014.000 SYS | 3.90000 3954.60| 7.00000 7098.00| 10.00000 10140.00 BRIDGE DECK OVERLAY, REMOVE | | | 0011 202-60820 1741.000 SYS | 3.20000 5571.20| 3.75000 6528.75| 5.00000 8705.00 SURFACE MILLING, ASPHALT | | | 0012 202-91385 1.000 EACH| 250.00000 250.00| 200.00000 200.00| 800.00000 800.00 INLET, REMOVE | | | 0013 202-96133 7.000 LFT | 28.00000 196.00| 28.00000 196.00| 20.00000 140.00 PIPE, REMOVE | | | 0014 203-02000 826.000 CYS | 13.50000 11151.00| 15.00000 12390.00| 30.00000 24780.00 EXCAVATION, COMMON | | | 0015 203-02070 335.000 CYS | 12.00000 4020.00| 21.00000 7035.00| 31.00000 10385.00 BORROW | | | 0016 203-90014 14.000 STA | 75.00000 1050.00| 400.00000 5600.00| 250.00000 3500.00 LINEAR GRADING | | | 0017 211-07454 62.000 CYS | 29.00000 1798.00| 90.00000 5580.00| 82.00000 5084.00 STRUCTURE BACKFILL | | | 0018 302-06464 122.000 CYS | 33.00000 4026.00| 50.00000 6100.00| 32.00000 3904.00 SUBBASE FOR PCCP | | | 0019 303-01180 1001.000 TON | 14.50000 14514.50| 20.00000 20020.00| 26.00000 26026.00 COMPACTED AGGREGATE, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 345 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,152,965.04 ROUTE : SR 18 CALL ORDER : 345 CONTRACT ID : B -26419-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1618530 |(6) 35-1447641 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 304-07490 300.000 TON | 80.00000 24000.00| 63.00000 18900.00| 62.00000 18600.00 HMA PATCHING, TYPE B | | | 0021 304-07493 639.000 TON | 50.00000 31950.00| 42.00000 26838.00| 42.00000 26838.00 HMA WIDENING, TYPE B | | | 0022 402-07433 919.000 TON | 44.00000 40436.00| 43.00000 39517.00| 43.00000 39517.00 HMA TYPE B, SURFACE | | | 0023 402-07438 1788.000 TON | 31.00000 55428.00| 31.00000 55428.00| 30.00000 53640.00 HMA TYPE B, INTERMEDIATE | | | 0024 402-07441 446.000 TON | 42.00000 18732.00| 42.00000 18732.00| 42.00000 18732.00 HMA TYPE B, BASE | | | 0025 406-05521 2348.000 SYS | 0.20000 469.60| 0.18000 422.64| 0.15000 352.20 ASPHALT FOR TACK COAT | | | 0026 502-06329 648.000 SYS | 50.00000 32400.00| 80.00000 51840.00| 50.00000 32400.00 PCCP, 12 IN. | | | 0027 503-05240 388.000 LFT | 18.00000 6984.00| 12.00000 4656.00| 20.00000 7760.00 D-1 CONTRACTION JOINT | | | 0028 503-05310 68.680 LFT | 110.00000 7554.80| 200.00000 13736.00| 200.00000 13736.00 TERMINAL JOINT | | | 0029 601-01522 8.000 EACH| 1250.00000 10000.00| 1250.00000 10000.00| 1200.00000 9600.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-06037 1.000 EACH| 525.00000 525.00| 625.00000 625.00| 600.00000 600.00 GUARDRAIL END TREATMENT, I | | | 0031 601-94689 6.000 EACH| 2000.00000 12000.00| 1950.00000 11700.00| 2000.00000 12000.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-99105 3020.000 LFT | 10.00000 30200.00| 9.00000 27180.00| 9.00000 27180.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0033 601-99123 1.000 EACH| 2100.00000 2100.00| 2100.00000 2100.00| 2000.00000 2000.00 GUARDRAIL TRANSITION, GP | | | 0034 602-06729 30.000 EACH| 8.20000 246.00| 9.00000 270.00| 10.00000 300.00 BARRIER DELINEATOR | | | 0035 605-06095 354.000 LFT | 9.00000 3186.00| 16.00000 5664.00| 10.00000 3540.00 CURB, INTEGRAL, B, CONCRETE | | | 0036 605-06121 2048.000 LFT | 9.00000 18432.00| 15.50000 31744.00| 8.00000 16384.00 CURB, CONCRETE, B | | | 0037 610-06259 320.000 SYS | 53.00000 16960.00| 80.00000 25600.00| 52.00000 16640.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0038 616-02320 66.000 SYS | 5.50000 363.00| 5.50000 363.00| 7.00000 462.00 GEOTEXTILES | | | 0039 616-06405 30.000 TON | 25.00000 750.00| 35.00000 1050.00| 120.00000 3600.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 345 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,152,965.04 ROUTE : SR 18 CALL ORDER : 345 CONTRACT ID : B -26419-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1618530 |(6) 35-1447641 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 619-61505 LUMP| 18500.00000 18500.00| 14500.00000 14500.00| 15000.00000 15000.00 CLEAN AND PAINT END DIAPHRAGMS | | | EXPANSION SHOES AND BEAM ENDS , STR. NO.| | | 1 | | | 0041 619-95315 LUMP| 6500.00000 6500.00| 6000.00000 6000.00| 6000.00000 6000.00 CLEAN AND PAINT BEARING ASSEMBLIES , | | | STR. NO. 2 | | | 0042 621-01004 2.000 EACH| 425.00000 850.00| 400.00000 800.00| 400.00000 800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06560 1600.000 SYS | 1.25000 2000.00| 0.75000 1200.00| 0.80000 1280.00 MULCHED SEEDING, U | | | 0044 621-06574 41.000 SYS | 40.00000 1640.00| 35.00000 1435.00| 35.00000 1435.00 SODDING | | | 0045 702-51005 21.400 CYS | 425.00000 9095.00| 950.00000 20330.00| 725.00000 15515.00 CONCRETE, A, SUBSTRUCTURE | | | 0046 702-51863 1080.000 EACH| 8.20000 8856.00| 5.00000 5400.00| 8.00000 8640.00 FIELD DRILLED HOLE IN CONCRETE | | | 0047 703-51030 9267.000 LBS | 0.70000 6486.90| 0.60000 5560.20| 0.60000 5560.20 REINFORCING STEEL | | | 0048 703-51032 17866.000 LBS | 0.75000 13399.50| 0.65000 11612.90| 0.75000 13399.50 REINFORCING STEEL, EPOXY COATED | | | 0049 706-05732 8.000 EACH| 1100.00000 8800.00| 1200.00000 9600.00| 800.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0050 706-51025 606.000 LFT | 47.00000 28482.00| 32.00000 19392.00| 45.00000 27270.00 CONCRETE, C, RAILING | | | 0051 709-51821 LUMP| 4000.00000 4000.00| 4300.00000 4300.00| 4200.00000 4200.00 SURFACE SEAL STR. NO. 1 | | | 0052 709-51821 LUMP| 4500.00000 4500.00| 4800.00000 4800.00| 4800.00000 4800.00 SURFACE SEAL STR. NO. 2 | | | 0053 715-05119 125.000 LFT | 32.00000 4000.00| 20.00000 2500.00| 18.00000 2250.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0054 715-05149 110.000 LFT | 33.00000 3630.00| 25.00000 2750.00| 52.00000 5720.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0055 715-05203 308.000 LFT | 1.90000 585.20| 6.00000 1848.00| 15.00000 4620.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0056 718-52610 18.000 CYS | 70.00000 1260.00| 80.00000 1440.00| 73.00000 1314.00 AGGREGATE FOR UNDERDRAINS | | | 0057 718-99153 938.000 SYS | 1.30000 1219.40| 2.00000 1876.00| 4.00000 3752.00 GEOTEXTILES FOR UNDERDRAIN | | | 0058 720-44296 8.000 EACH| 275.00000 2200.00| 675.00000 5400.00| 250.00000 2000.00 CAP INLET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 345 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,152,965.04 ROUTE : SR 18 CALL ORDER : 345 CONTRACT ID : B -26419-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1618530 |(6) 35-1447641 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 720-45050 6.000 EACH| 1100.00000 6600.00| 1500.00000 9000.00| 1000.00000 6000.00 INLET, J11 | | | 0060 720-45060 1.000 EACH| 1150.00000 1150.00| 1500.00000 1500.00| 1500.00000 1500.00 INLET, M11 | | | 0061 722-51401 965.000 SFT | 26.00000 25090.00| 8.00000 7720.00| 20.00000 19300.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0062 722-51842 1018.000 SYS | 38.00000 38684.00| 50.00000 50900.00| 42.00000 42756.00 BRIDGE DECK OVERLAY | | | 0063 722-51846 17.800 CYS | 330.00000 5874.00| 330.00000 5874.00| 330.00000 5874.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0064 722-51852 2410.000 SFT | 9.80000 23618.00| 4.00000 9640.00| 8.00000 19280.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0065 722-60824 1018.000 SYS | 1.25000 1272.50| 4.00000 4072.00| 6.00000 6108.00 SURFACE MILLING | | | 0066 801-01506 2.000 EACH| 325.00000 650.00| 150.00000 300.00| 145.00000 290.00 TEMPORARY PAVEMENT MESSAGE MARKINGS, | | | WORD (RXR) | | | 0067 801-04308 6.000 EACH| 270.00000 1620.00| 165.00000 990.00| 160.00000 960.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0068 801-06203 10180.000 LFT | 0.25000 2545.00| 0.30000 3054.00| 0.25000 2545.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0069 801-06207 8060.000 LFT | 1.00000 8060.00| 0.95000 7657.00| 0.90000 7254.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0070 801-06625 13.000 EACH| 130.00000 1690.00| 105.00000 1365.00| 100.00000 1300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06640 19.000 EACH| 140.00000 2660.00| 75.00000 1425.00| 75.00000 1425.00 CONSTRUCTION SIGN, A | | | 0072 801-06645 10.000 EACH| 120.00000 1200.00| 30.00000 300.00| 30.00000 300.00 CONSTRUCTION SIGN, B | | | 0073 801-06775 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC STR. NO. 1 | | | 0074 801-06775 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 12000.00000 12000.00 MAINTAINING TRAFFIC STR. NO. 2 | | | 0075 801-07118 144.000 LFT | 13.50000 1944.00| 8.00000 1152.00| 7.10000 1022.40 BARRICADE, III-A | | | 0076 802-05701 88.000 LFT | 9.00000 792.00| 12.00000 1056.00| 11.20000 985.60 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0077 802-05702 40.000 LFT | 6.20000 248.00| 7.00000 280.00| 7.00000 280.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 345 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,152,965.04 ROUTE : SR 18 CALL ORDER : 345 CONTRACT ID : B -26419-A COUNTIES : GRANT LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1212938 |(5) 35-1618530 |(6) 35-1447641 |ATLAS EXCAVATING, INC. |AMERICAN CONTRACTING & SERVI|STRUCTURE CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 802-76025 6.000 SFT | 19.00000 114.00| 28.00000 168.00| 27.00000 162.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0079 802-76035 108.800 SFT | 20.00000 2176.00| 16.00000 1740.80| 16.00000 1740.80 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0080 808-06712 127.000 LFT | 0.25000 31.75| 0.50000 63.50| 0.45000 57.15 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0081 808-06713 7582.000 LFT | 0.25000 1895.50| 0.12000 909.84| 0.20000 1516.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0082 808-06714 7140.000 LFT | 0.25000 1785.00| 0.12000 856.80| 0.20000 1428.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0083 808-06716 300.000 LFT | 1.50000 450.00| 0.60000 180.00| 1.30000 390.00 LINE, REMOVE | | | 0084 808-75140 2.000 EACH| 325.00000 650.00| 165.00000 330.00| 155.00000 310.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | RXR | | | 0085 808-75998 18.000 EACH| 95.00000 1710.00| 70.00000 1260.00| 100.00000 1800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 808,689.25| $ 834,159.83| $ 869,646.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 808,689.25| $ 834,159.83| $ 869,646.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 351 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 237 CALL ORDER : 351 CONTRACT ID : B -26446-A COUNTIES : PERRY LETTING DATE : 02/18/03 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 170 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 4,389,826.84 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 5,181,404.05 118.0320% 3 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 6,674,047.59 152.0344% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 361 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 635,726.71 ROUTE : SR 218 CALL ORDER : 361 CONTRACT ID : B -26453-A COUNTIES : MIAMI LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 07/18/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3452001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1325036 DEICHMAN EXCAVATING CO $ 482,782.64 100.0000% 2 35-1058755 BAKER & SCHULTZ, INC. CONDITIONAL BID $ 508,988.66 105.4281% 3 35-1609544 SCHUTT-LOOKABILL CO $ 513,914.93 106.4485% 4 35-1523985 WIRTZ & YATES, INC. $ 515,614.95 106.8006% 5 35-1912582 EDSAM CONSTRUCTION, INC. $ 521,052.25 107.9268% ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1058755 |(3) 35-1609544 |DEICHMAN EXCAVATING CO |BAKER & SCHULTZ, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 6687.50000 6687.50| 6800.00000 6800.00| 7700.00000 7700.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2354.00000 14124.00| 2350.00000 14100.00| 2000.00000 12000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17900.00000 17900.00| 19600.00000 19600.00| 25690.00000 25690.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7500.00000 7500.00| 2800.00000 2800.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 654.05000 654.05| 1200.00000 1200.00| 300.00000 300.00 PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 11 | | | 0006 202-02286 1.000 EACH| 1538.52000 1538.52| 2840.00000 2840.00| 1500.00000 1500.00 PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 12A | | | 0007 202-04089 6.000 EACH| 37.45000 224.70| 100.00000 600.00| 40.00000 240.00 SIGN, SHEET, REMOVE | | | 0008 202-51330 LUMP| 6056.70000 6056.70| 15700.00000 15700.00| 53214.00000 53214.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 1985.000 m2 | 2.30000 4565.50| 1.85000 3672.25| 1.90000 3771.50 SURFACE MILLING, ASPHALT | | | 0010 202-91840 235.000 m | 5.03000 1182.05| 4.00000 940.00| 7.35000 1727.25 FENCE, CHAIN LINK, REMOVE | | | 0011 202-99187 315.000 m | 4.28000 1348.20| 4.00000 1260.00| 4.52000 1423.80 FENCE, FARM FIELD, REMOVE | | | 0012 203-02000 1796.000 m3 | 12.62000 22665.52| 27.50000 49390.00| 8.00000 14368.00 EXCAVATION, COMMON | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 361 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 635,726.71 ROUTE : SR 218 CALL ORDER : 361 CONTRACT ID : B -26453-A COUNTIES : MIAMI LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1058755 |(3) 35-1609544 |DEICHMAN EXCAVATING CO |BAKER & SCHULTZ, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 203-02070 3.000 m3 | 40.00000 120.00| 31.00000 93.00| 50.00000 150.00 BORROW | | | 0014 203-51223 355.000 m3 | 11.13000 3951.15| 14.37000 5101.35| 8.00000 2840.00 EXCAVATION, WATERWAY | | | 0015 205-03371 20.000 m3 | 40.00000 800.00| 28.00000 560.00| 15.00000 300.00 SEDIMENT REMOVE | | | 0016 205-06931 114.000 Mg | 37.10000 4229.40| 26.00000 2964.00| 22.00000 2508.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06936 99.000 Mg | 29.35000 2905.65| 23.00000 2277.00| 20.00000 1980.00 TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 160.000 m | 6.93000 1108.80| 6.48000 1036.80| 7.30000 1168.00 TEMPORARY SILT FENCE | | | 0019 205-06938 12.000 m | 20.00000 240.00| 30.00000 360.00| 70.00000 840.00 TEMPORARY SLOPE DRAIN | | | 0020 207-07498 881.000 m2 | 15.00000 13215.00| 22.00000 19382.00| 6.00000 5286.00 SUBGRADE TREATMENT, TYPE A | | | 0021 211-07454 26.700 m3 | 40.00000 1068.00| 24.00000 640.80| 40.00000 1068.00 STRUCTURE BACKFILL | | | 0022 213-52830 460.000 m3 | 70.00000 32200.00| 83.00000 38180.00| 76.92000 35383.20 FLOWABLE MORTAR | | | 0023 303-01180 1825.000 Mg | 14.25000 26006.25| 14.70000 26827.50| 13.44000 24528.00 COMPACTED AGGREGATE, 53 | | | 0024 401-06264 LUMP| 535.00000 535.00| 600.00000 600.00| 565.00000 565.00 PROFILOGRAPH, HMA | | | 0025 402-07433 240.000 Mg | 48.79000 11709.60| 45.60000 10944.00| 51.53000 12367.20 HMA TYPE B, SURFACE | | | 0026 402-07438 441.000 Mg | 40.39000 17811.99| 37.75000 16647.75| 42.66000 18813.06 HMA TYPE B, INTERMEDIATE | | | 0027 402-07440 96.400 Mg | 53.50000 5157.40| 50.00000 4820.00| 56.50000 5446.60 HMA TYPE A, BASE | | | 0028 402-07441 1564.000 Mg | 35.31000 55224.84| 33.00000 51612.00| 37.29000 58321.56 HMA TYPE B, BASE | | | 0029 405-05517 0.800 Mg | 214.00000 171.20| 200.00000 160.00| 226.00000 180.80 ASPHALT FOR PRIME COAT | | | 0030 406-05520 2.200 Mg | 267.50000 588.50| 250.00000 550.00| 282.50000 621.50 ASPHALT FOR TACK COAT | | | 0031 601-05586 1.000 EACH| 1626.40000 1626.40| 1600.00000 1600.00| 1718.00000 1718.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0032 601-06854 2.000 EACH| 1728.05000 3456.10| 1700.00000 3400.00| 1825.00000 3650.00 GUARDRAIL, W-BEAM, NESTED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 361 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 635,726.71 ROUTE : SR 218 CALL ORDER : 361 CONTRACT ID : B -26453-A COUNTIES : MIAMI LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1058755 |(3) 35-1609544 |DEICHMAN EXCAVATING CO |BAKER & SCHULTZ, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 601-06856 4.000 EACH| 294.25000 1177.00| 200.00000 800.00| 311.00000 1244.00 MODIFIED POSTS, NESTED GUARDRAIL | | | 0034 601-94689 3.000 EACH| 2016.95000 6050.85| 2100.00000 6300.00| 2130.00000 6390.00 GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 175.260 m | 30.49000 5343.68| 32.00000 5608.32| 32.20000 5643.37 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 603-06040 294.000 m | 12.31000 3619.14| 16.00000 4704.00| 13.00000 3822.00 FENCE, FARM FIELD, 1190 mm | | | 0037 603-92636 85.000 m | 52.97000 4502.45| 42.00000 3570.00| 56.00000 4760.00 FENCE, CHAIN LINK, 1830 mm | | | 0038 610-07486 87.000 Mg | 71.69000 6237.03| 67.00000 5829.00| 75.71000 6586.77 HMA FOR APPROACHES, TYPE A | | | 0039 615-06490 18.000 EACH| 109.14000 1964.52| 130.00000 2340.00| 115.00000 2070.00 RIGHT OF WAY MARKER | | | 0040 615-06505 8.000 EACH| 515.74000 4125.92| 460.00000 3680.00| 545.00000 4360.00 MONUMENT, B | | | 0041 616-02320 1510.000 m2 | 2.54000 3835.40| 1.00000 1510.00| 1.60000 2416.00 GEOTEXTILES | | | 0042 616-05688 399.000 Mg | 42.50000 16957.50| 84.00000 33516.00| 37.49000 14958.51 RIPRAP, CLASS 1 | | | 0043 616-06405 178.000 Mg | 24.02000 4275.56| 30.00000 5340.00| 23.00000 4094.00 RIPRAP, REVETMENT | | | 0044 616-06451 288.000 Mg | 19.75000 5688.00| 30.00000 8640.00| 24.51000 7058.88 RIPRAP, UNIFORM | | | 0045 621-01004 2.000 EACH| 214.00000 428.00| 200.00000 400.00| 226.00000 452.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 0.500 Mg | 951.24000 475.62| 889.00000 444.50| 1000.00000 500.00 FERTILIZER | | | 0047 621-06548 10.000 kg | 58.85000 588.50| 55.00000 550.00| 62.00000 620.00 SEED MIXTURE, CV | | | 0048 621-06553 88.000 kg | 10.02000 881.76| 9.36000 823.68| 10.58000 931.04 SEED MIXTURE, R | | | 0049 621-06557 88.000 kg | 7.85000 690.80| 7.34000 645.92| 8.29000 729.52 SEED MIXTURE, T | | | 0050 621-06565 4.100 Mg | 725.46000 2974.39| 678.00000 2779.80| 766.00000 3140.60 MULCHING MATERIAL | | | 0051 621-06567 11.100 kL | 0.59000 6.55| 0.55000 6.11| 0.62000 6.88 WATER | | | 0052 621-06574 618.000 m2 | 4.92000 3040.56| 4.60000 2842.80| 5.20000 3213.60 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 361 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 635,726.71 ROUTE : SR 218 CALL ORDER : 361 CONTRACT ID : B -26453-A COUNTIES : MIAMI LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1058755 |(3) 35-1609544 |DEICHMAN EXCAVATING CO |BAKER & SCHULTZ, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 622-52436 8.000 EACH| 21.40000 171.20| 25.00000 200.00| 23.00000 184.00 SIGN, DO NOT MOW OR SPRAY | | | 0054 715-02628 6.000 EACH| 480.44000 2882.64| 425.00000 2550.00| 262.00000 1572.00 SAFETY METAL END SECTION, 6:1, 375 mm | | | 0055 715-05169 37.000 m | 71.31000 2638.47| 69.00000 2553.00| 57.10000 2112.70 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-06970 66.000 m | 102.03000 6733.98| 79.00000 5214.00| 69.16000 4564.56 PIPE, RCP, IV, D0.3=60, 375 mm | | | 0057 723-06660 72.080 m2 | 540.00000 38923.20| 405.00000 29192.40| 452.00000 32580.16 WINGWALL | | | 0058 723-06927 14.700 m | 5672.00000 83378.40| 4370.00000 64239.00| 5520.00000 81144.00 STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 3400 mm | | | 0059 801-04308 5.000 EACH| 144.45000 722.25| 135.00000 675.00| 153.00000 765.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06625 26.000 EACH| 44.94000 1168.44| 42.00000 1092.00| 47.00000 1222.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 14.000 EACH| 87.74000 1228.36| 82.00000 1148.00| 93.00000 1302.00 CONSTRUCTION SIGN, A | | | 0062 801-06645 3.000 EACH| 28.89000 86.67| 27.00000 81.00| 31.00000 93.00 CONSTRUCTION SIGN, B | | | 0063 801-07118 28.800 m | 24.11000 694.37| 22.53000 648.86| 25.46000 733.25 BARRICADE, III-A | | | 0064 801-07119 7.200 m | 27.69000 199.37| 25.88000 186.34| 29.24000 210.53 BARRICADE, III-B | | | 0065 802-05701 14.500 m | 28.82000 417.89| 26.93000 390.49| 30.43000 441.24 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-05702 14.800 m | 22.57000 334.04| 21.09000 312.13| 23.83000 352.68 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0067 802-76025 2.360 m2 | 153.98000 363.39| 143.91000 339.63| 162.62000 383.78 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 802-76035 2.430 m2 | 166.55000 404.72| 155.65000 378.23| 175.88000 427.39 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0069 808-06703 820.000 m | 1.50000 1230.00| 1.40000 1148.00| 1.58000 1295.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0070 808-75240 60.000 m | 1.50000 90.00| 1.40000 84.00| 1.58000 94.80 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 361 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 635,726.71 ROUTE : SR 218 CALL ORDER : 361 CONTRACT ID : B -26453-A COUNTIES : MIAMI LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1325036 |(2) 35-1058755 |(3) 35-1609544 |DEICHMAN EXCAVATING CO |BAKER & SCHULTZ, INC. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-75245 1120.000 m | 1.50000 1680.00| 1.40000 1568.00| 1.58000 1769.60 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 482,782.64| $ 508,988.66| $ 513,914.93 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 482,782.64| $ 508,988.66| $ 513,914.93 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 361 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 635,726.71 ROUTE : SR 218 CALL ORDER : 361 CONTRACT ID : B -26453-A COUNTIES : MIAMI LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1912582 | |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 12000.00000 12000.00| 9810.00000 9810.00| CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| 1417.00000 8502.00| FIELD OFFICE, A | | | 0003 110-01001 LUMP| 17000.00000 17000.00| 25070.00000 25070.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| 15260.00000 15260.00| CLEARING RIGHT OF WAY | | | 0005 202-02286 1.000 EACH| 1500.00000 1500.00| 1090.00000 1090.00| PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 11 | | | 0006 202-02286 1.000 EACH| 1500.00000 1500.00| 8720.00000 8720.00| PRESENT STRUCTURE, REMOVE STRUCTURE NO. | | | 12A | | | 0007 202-04089 6.000 EACH| 120.00000 720.00| 38.15000 228.90| SIGN, SHEET, REMOVE | | | 0008 202-51330 LUMP| 20000.00000 20000.00| 16350.00000 16350.00| PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 1985.000 m2 | 3.50000 6947.50| 3.27000 6490.95| SURFACE MILLING, ASPHALT | | | 0010 202-91840 235.000 m | 5.00000 1175.00| 7.63000 1793.05| FENCE, CHAIN LINK, REMOVE | | | 0011 202-99187 315.000 m | 5.00000 1575.00| 4.36000 1373.40| FENCE, FARM FIELD, REMOVE | | | 0012 203-02000 1796.000 m3 | 9.16000 16451.36| 8.72000 15661.12| EXCAVATION, COMMON | | | 0013 203-02070 3.000 m3 | 26.67000 80.01| 54.50000 163.50| BORROW | | | 0014 203-51223 355.000 m3 | 9.15000 3248.25| 15.26000 5417.30| EXCAVATION, WATERWAY | | | 0015 205-03371 20.000 m3 | 39.00000 780.00| 59.95000 1199.00| SEDIMENT REMOVE | | | 0016 205-06931 114.000 Mg | 26.50000 3021.00| 32.70000 3727.80| TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0017 205-06936 99.000 Mg | 24.22000 2397.78| 32.70000 3237.30| TEMPORARY SEDIMENT TRAP | | | 0018 205-06937 160.000 m | 8.00000 1280.00| 7.63000 1220.80| TEMPORARY SILT FENCE | | | 0019 205-06938 12.000 m | 40.00000 480.00| 87.20000 1046.40| TEMPORARY SLOPE DRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 361 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 635,726.71 ROUTE : SR 218 CALL ORDER : 361 CONTRACT ID : B -26453-A COUNTIES : MIAMI LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1912582 | |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 207-07498 881.000 m2 | 3.59000 3162.79| 26.16000 23046.96| SUBGRADE TREATMENT, TYPE A | | | 0021 211-07454 26.700 m3 | 26.22000 700.07| 23.98000 640.27| STRUCTURE BACKFILL | | | 0022 213-52830 460.000 m3 | 137.41000 63208.60| 76.30000 35098.00| FLOWABLE MORTAR | | | 0023 303-01180 1825.000 Mg | 17.64000 32193.00| 17.44000 31828.00| COMPACTED AGGREGATE, 53 | | | 0024 401-06264 LUMP| 700.00000 700.00| 545.00000 545.00| PROFILOGRAPH, HMA | | | 0025 402-07433 240.000 Mg | 50.50000 12120.00| 53.41000 12818.40| HMA TYPE B, SURFACE | | | 0026 402-07438 441.000 Mg | 42.28000 18645.48| 41.42000 18266.22| HMA TYPE B, INTERMEDIATE | | | 0027 402-07440 96.400 Mg | 57.00000 5494.80| 54.50000 5253.80| HMA TYPE A, BASE | | | 0028 402-07441 1564.000 Mg | 41.00000 64124.00| 35.97000 56257.08| HMA TYPE B, BASE | | | 0029 405-05517 0.800 Mg | 240.00000 192.00| 218.00000 174.40| ASPHALT FOR PRIME COAT | | | 0030 406-05520 2.200 Mg | 300.00000 660.00| 272.50000 599.50| ASPHALT FOR TACK COAT | | | 0031 601-05586 1.000 EACH| 1760.00000 1760.00| 1656.80000 1656.80| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 9 | | | 0032 601-06854 2.000 EACH| 1870.00000 3740.00| 1760.35000 3520.70| GUARDRAIL, W-BEAM, NESTED | | | 0033 601-06856 4.000 EACH| 220.00000 880.00| 299.75000 1199.00| MODIFIED POSTS, NESTED GUARDRAIL | | | 0034 601-94689 3.000 EACH| 2300.00000 6900.00| 2054.65000 6163.95| GUARDRAIL END TREATMENT, OS | | | 0035 601-99105 175.260 m | 35.00000 6134.10| 31.61000 5539.97| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0036 603-06040 294.000 m | 19.00000 5586.00| 13.08000 3845.52| FENCE, FARM FIELD, 1190 mm | | | 0037 603-92636 85.000 m | 46.00000 3910.00| 54.50000 4632.50| FENCE, CHAIN LINK, 1830 mm | | | 0038 610-07486 87.000 Mg | 77.00000 6699.00| 76.30000 6638.10| HMA FOR APPROACHES, TYPE A | | | 0039 615-06490 18.000 EACH| 145.00000 2610.00| 111.18000 2001.24| RIGHT OF WAY MARKER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 361 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 635,726.71 ROUTE : SR 218 CALL ORDER : 361 CONTRACT ID : B -26453-A COUNTIES : MIAMI LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1912582 | |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 615-06505 8.000 EACH| 700.00000 5600.00| 525.38000 4203.04| MONUMENT, B | | | 0041 616-02320 1510.000 m2 | 4.78000 7217.80| 2.40000 3624.00| GEOTEXTILES | | | 0042 616-05688 399.000 Mg | 44.00000 17556.00| 38.15000 15221.85| RIPRAP, CLASS 1 | | | 0043 616-06405 178.000 Mg | 27.00000 4806.00| 18.53000 3298.34| RIPRAP, REVETMENT | | | 0044 616-06451 288.000 Mg | 28.62000 8242.56| 19.62000 5650.56| RIPRAP, UNIFORM | | | 0045 621-01004 2.000 EACH| 300.00000 600.00| 218.00000 436.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0046 621-06545 0.500 Mg | 1000.00000 500.00| 970.10000 485.05| FERTILIZER | | | 0047 621-06548 10.000 kg | 70.00000 700.00| 59.95000 599.50| SEED MIXTURE, CV | | | 0048 621-06553 88.000 kg | 11.00000 968.00| 10.90000 959.20| SEED MIXTURE, R | | | 0049 621-06557 88.000 kg | 9.00000 792.00| 8.72000 767.36| SEED MIXTURE, T | | | 0050 621-06565 4.100 Mg | 800.00000 3280.00| 741.20000 3038.92| MULCHING MATERIAL | | | 0051 621-06567 11.100 kL | 0.70000 7.77| 1.09000 12.10| WATER | | | 0052 621-06574 618.000 m2 | 5.15000 3182.70| 5.45000 3368.10| SODDING | | | 0053 622-52436 8.000 EACH| 35.00000 280.00| 27.25000 218.00| SIGN, DO NOT MOW OR SPRAY | | | 0054 715-02628 6.000 EACH| 120.00000 720.00| 545.00000 3270.00| SAFETY METAL END SECTION, 6:1, 375 mm | | | 0055 715-05169 37.000 m | 37.00000 1369.00| 70.85000 2621.45| PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0056 715-06970 66.000 m | 60.00000 3960.00| 80.66000 5323.56| PIPE, RCP, IV, D0.3=60, 375 mm | | | 0057 723-06660 72.080 m2 | 541.07000 39000.33| 501.40000 36140.91| WINGWALL | | | 0058 723-06927 14.700 m | 3741.50000 55000.05| 5232.00000 76910.40| STRUCTURE, PRECAST THREE-SIDED, 7310 mm | | | X 3400 mm | | | 0059 801-04308 5.000 EACH| 400.00000 2000.00| 147.15000 735.75| ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 361 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 635,726.71 ROUTE : SR 218 CALL ORDER : 361 CONTRACT ID : B -26453-A COUNTIES : MIAMI LETTING DATE : 02/18/03 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1523985 |(5) 35-1912582 | |WIRTZ & YATES, INC. |EDSAM CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 801-06625 26.000 EACH| 70.00000 1820.00| 45.78000 1190.28| DETOUR ROUTE MARKER ASSEMBLY | | | 0061 801-06640 14.000 EACH| 120.00000 1680.00| 89.38000 1251.32| CONSTRUCTION SIGN, A | | | 0062 801-06645 3.000 EACH| 60.00000 180.00| 29.43000 88.29| CONSTRUCTION SIGN, B | | | 0063 801-07118 28.800 m | 40.00000 1152.00| 25.07000 722.02| BARRICADE, III-A | | | 0064 801-07119 7.200 m | 40.00000 288.00| 28.34000 204.05| BARRICADE, III-B | | | 0065 802-05701 14.500 m | 80.00000 1160.00| 29.43000 426.74| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0066 802-05702 14.800 m | 60.00000 888.00| 23.98000 354.90| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0067 802-76025 2.360 m2 | 200.00000 472.00| 156.96000 370.43| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0068 802-76035 2.430 m2 | 1900.00000 4617.00| 170.04000 413.20| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0069 808-06703 820.000 m | 1.00000 820.00| 1.53000 1254.60| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0070 808-75240 60.000 m | 1.00000 60.00| 1.53000 91.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0071 808-75245 1120.000 m | 1.00000 1120.00| 1.53000 1713.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | SECTION TOTALS | $ 515,614.95| $ 521,052.25| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 515,614.95| $ 521,052.25| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 371 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 805,146.61 ROUTE : US 421 CALL ORDER : 371 CONTRACT ID : B -26556-A COUNTIES : WHITE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 08/01/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0818018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 767,700.26 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 846,407.09 110.2522% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 911,670.55 118.7534% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 10500.00000 10500.00| 10000.00000 10000.00| 8800.00000 8800.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 2000.00000 12000.00| 1550.00000 9300.00| 2500.00000 15000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| 42000.00000 42000.00| 42000.00000 42000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| 11000.00000 11000.00| 4500.00000 4500.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2026.000 m2 | 3.59000 7273.34| 8.20000 16613.20| 21.00000 42546.00 PAVEMENT, REMOVE | | | 0006 202-02241 537.000 m | 8.00000 4296.00| 8.00000 4296.00| 13.00000 6981.00 GUARDRAIL, REMOVE | | | 0007 202-04089 6.000 EACH| 60.00000 360.00| 45.00000 270.00| 55.00000 330.00 SIGN, SHEET, REMOVE | | | 0008 202-51330 LUMP| 65000.00000 65000.00| 60000.00000 60000.00| 66000.00000 66000.00 PRESENT STRUCTURE, REMOVE | | | 0009 202-60820 573.000 m2 | 5.00000 2865.00| 4.20000 2406.60| 5.00000 2865.00 SURFACE MILLING, ASPHALT | | | 0010 203-02000 1007.000 m3 | 9.15000 9214.05| 14.50000 14601.50| 14.50000 14601.50 EXCAVATION, COMMON | | | 0011 205-06937 625.000 m | 6.00000 3750.00| 5.20000 3250.00| 8.00000 5000.00 TEMPORARY SILT FENCE | | | 0012 206-93520 20.000 m2 | 72.00000 1440.00| 500.00000 10000.00| 150.00000 3000.00 TEMPORARY SHEET PILING | | | 0013 207-07500 3026.000 m2 | 4.78000 14464.28| 11.00000 33286.00| 12.50000 37825.00 SUBGRADE TREATMENT, TYPE C | | | 0014 213-52830 9.700 m3 | 154.64000 1500.01| 160.00000 1552.00| 225.00000 2182.50 FLOWABLE MORTAR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 371 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 805,146.61 ROUTE : US 421 CALL ORDER : 371 CONTRACT ID : B -26556-A COUNTIES : WHITE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 303-01180 1150.000 Mg | 14.00000 16100.00| 12.50000 14375.00| 20.00000 23000.00 COMPACTED AGGREGATE, 53 | | | 0019 401-07409 1777.000 Mg | 56.00000 99512.00| 53.00000 94181.00| 61.00000 108397.00 QC/QA-HMA, 4, 64, BASE, 25.0 mm | | | 0020 405-05517 1.400 Mg | 1100.00000 1540.00| 1050.00000 1470.00| 1500.00000 2100.00 ASPHALT FOR PRIME COAT | | | 0021 406-05520 2.800 Mg | 200.00000 560.00| 200.00000 560.00| 350.00000 980.00 ASPHALT FOR TACK COAT | | | 0022 601-01128 4.000 EACH| 1500.00000 6000.00| 1250.00000 5000.00| 1400.00000 5600.00 GUARDRAIL TRANSITION TYPE WGB | | | 0023 601-01625 1.000 EACH| 1485.00000 1485.00| 1450.00000 1450.00| 1700.00000 1700.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0024 601-01700 2.000 EACH| 1700.00000 3400.00| 1700.00000 3400.00| 1920.00000 3840.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0025 601-07024 3.000 EACH| 6600.00000 19800.00| 6200.00000 18600.00| 6625.00000 19875.00 ENERGY ABSORBING TERMINAL, CZ, TL-3 | | | 0026 601-94689 1.000 EACH| 2200.00000 2200.00| 2100.00000 2100.00| 3500.00000 3500.00 GUARDRAIL END TREATMENT, OS | | | 0027 601-97774 1.000 EACH| 900.00000 900.00| 830.00000 830.00| 1400.00000 1400.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0028 601-99105 394.300 m | 33.50000 13209.05| 31.50000 12420.45| 39.00000 15377.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0029 601-99132 2.000 EACH| 70.00000 140.00| 65.00000 130.00| 311.00000 622.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0030 602-06639 387.000 m | 65.63000 25398.81| 110.00000 42570.00| 72.00000 27864.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0031 602-06729 8.000 EACH| 20.00000 160.00| 11.00000 88.00| 15.00000 120.00 BARRIER DELINEATOR | | | 0032 610-06259 304.000 m2 | 57.47000 17470.88| 55.00000 16720.00| 57.00000 17328.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0033 615-06505 2.000 EACH| 600.00000 1200.00| 475.00000 950.00| 700.00000 1400.00 MONUMENT, B | | | 0034 616-02320 1103.000 m2 | 4.78000 5272.34| 4.20000 4632.60| 6.00000 6618.00 GEOTEXTILES | | | 0035 616-06405 630.000 Mg | 21.00000 13230.00| 16.00000 10080.00| 23.00000 14490.00 RIPRAP, REVETMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 371 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 805,146.61 ROUTE : US 421 CALL ORDER : 371 CONTRACT ID : B -26556-A COUNTIES : WHITE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 621-01004 2.000 EACH| 400.00000 800.00| 275.00000 550.00| 900.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-02468 95.000 kg | 13.00000 1235.00| 15.00000 1425.00| 15.00000 1425.00 SEED MIXTURE, GRASS, 1 | | | 0038 621-06545 0.484 Mg | 1350.00000 653.40| 610.00000 295.24| 635.00000 307.34 FERTILIZER | | | 0039 621-06557 38.000 kg | 20.00000 760.00| 10.00000 380.00| 13.00000 494.00 SEED MIXTURE, T | | | 0040 621-06565 4.000 Mg | 1100.00000 4400.00| 475.00000 1900.00| 650.00000 2600.00 MULCHING MATERIAL | | | 0041 621-06567 1.000 kL | 0.70000 0.70| 1.30000 1.30| 1.00000 1.00 WATER | | | 0042 621-06574 20.400 m2 | 50.00000 1020.00| 7.00000 142.80| 50.00000 1020.00 SODDING | | | 0043 622-52436 4.000 EACH| 30.00000 120.00| 25.00000 100.00| 45.00000 180.00 SIGN, DO NOT MOW OR SPRAY | | | 0044 701-51157 84.000 m | 131.00000 11004.00| 185.00000 15540.00| 110.00000 9240.00 PILE, STEEL SHELL, EPOXY COATED, 356 mm | | | 0045 701-51160 492.000 m | 72.17000 35507.64| 135.00000 66420.00| 98.50000 48462.00 PILE, STEEL SHELL, 356 mm | | | 0046 701-99086 36.000 EACH| 160.00000 5760.00| 145.00000 5220.00| 210.00000 7560.00 PILE TIP, STEEL SHELL | | | 0047 703-01540 147.000 EACH| 7.00000 1029.00| 11.00000 1617.00| 12.00000 1764.00 THREADED TIE BAR ASSEMBLY | | | 0048 703-51030 16308.000 kg | 1.10000 17938.80| 1.30000 21200.40| 0.99000 16144.92 REINFORCING STEEL | | | 0049 703-51032 14431.000 kg | 1.32000 19048.92| 1.40000 20203.40| 1.30000 18760.30 REINFORCING STEEL, EPOXY COATED | | | 0050 703-97936 97.000 EACH| 8.00000 776.00| 11.50000 1115.50| 13.00000 1261.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0051 704-05892 215.400 m3 | 589.00000 126870.60| 525.00000 113085.00| 600.00000 129240.00 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0052 706-01619 4.000 EACH| 1600.00000 6400.00| 1100.00000 4400.00| 1300.00000 5200.00 CONCRETE BRIDGE RAILING TRANSITION, WGB | | | 0053 706-51020 14.600 m3 | 585.00000 8541.00| 550.00000 8030.00| 565.00000 8249.00 CONCRETE, C, RAILING | | | 0054 709-51821 LUMP| 4500.00000 4500.00| 7000.00000 7000.00| 6200.00000 6200.00 SURFACE SEAL | | | 0055 801-01851 LUMP| 28000.00000 28000.00| 27500.00000 27500.00| 30000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL WITH DETECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 371 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 805,146.61 ROUTE : US 421 CALL ORDER : 371 CONTRACT ID : B -26556-A COUNTIES : WHITE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 801-06203 580.000 m | 1.43000 829.40| 0.65000 377.00| 0.75000 435.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0057 801-06207 2360.000 m | 3.08000 7268.80| 2.80000 6608.00| 3.00000 7080.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0058 801-06640 28.000 EACH| 150.00000 4200.00| 90.00000 2520.00| 100.00000 2800.00 CONSTRUCTION SIGN, A | | | 0059 801-06645 15.000 EACH| 40.00000 600.00| 28.00000 420.00| 55.00000 825.00 CONSTRUCTION SIGN, B | | | 0060 801-06775 LUMP| 4000.00000 4000.00| 20000.00000 20000.00| 22000.00000 22000.00 MAINTAINING TRAFFIC | | | 0061 801-07119 14.400 m | 50.00000 720.00| 23.50000 338.40| 35.00000 504.00 BARRICADE, III-B | | | 0062 802-05701 16.700 m | 60.00000 1002.00| 30.00000 501.00| 55.00000 918.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0063 802-76025 1.200 m2 | 400.00000 480.00| 95.00000 114.00| 350.00000 420.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0064 802-76035 1.890 m2 | 300.00000 567.00| 110.00000 207.90| 300.00000 567.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0065 808-06703 924.000 m | 1.16000 1071.84| 1.40000 1293.60| 1.55000 1432.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0066 808-06716 568.000 m | 2.00000 1136.00| 1.70000 965.60| 1.68000 954.24 LINE, REMOVE | | | 0067 808-75240 265.000 m | 1.16000 307.40| 1.40000 371.00| 1.55000 410.75 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0068 808-75996 16.000 EACH| 10.00000 160.00| 15.00000 240.00| 55.00000 880.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0069 808-75998 16.000 EACH| 90.00000 1440.00| 53.00000 848.00| 90.00000 1440.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0070 304-07494 462.000 Mg | 67.00000 30954.00| 59.00000 27258.00| 68.00000 31416.00 HMA WIDENING, TYPE C | | | 0071 402-07434 310.000 Mg | 79.00000 24490.00| 65.00000 20150.00| 71.00000 22010.00 HMA TYPE C, SURFACE | | | 0072 402-07439 310.000 Mg | 59.00000 18290.00| 56.00000 17360.00| 61.00000 18910.00 HMA TYPE C, INTERMEDIATE | | | 0073 801-04308 3.000 EACH| 320.00000 960.00| 150.00000 450.00| 162.00000 486.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 371 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 805,146.61 ROUTE : US 421 CALL ORDER : 371 CONTRACT ID : B -26556-A COUNTIES : WHITE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1212938 |(3) 35-1386990 |WIRTZ & YATES, INC. |ATLAS EXCAVATING, INC. |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 801-06625 23.000 EACH| 70.00000 1610.00| 70.00000 1610.00| 75.00000 1725.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0075 801-07118 25.200 m | 40.00000 1008.00| 20.50000 516.60| 28.00000 705.60 BARRICADE, III-A | | | SECTION TOTALS | $ 767,700.26| $ 846,407.09| $ 911,670.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 767,700.26| $ 846,407.09| $ 911,670.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 391 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,480.95 ROUTE : CR 700N CALL ORDER : 391 CONTRACT ID : B -26647-A COUNTIES : BENTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 55 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9904018 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 365,318.57 100.0000% 2 35-1386990 ISOM, JACK CONSTRUCTION CO $ 375,737.88 102.8521% 3 35-1212938 ATLAS EXCAVATING, INC. $ 406,763.25 111.3448% 4 35-1111003 WHITE CONSTRUCTION, INC. $ 441,193.70 120.7695% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 11000.00000 11000.00| 9200.00000 9200.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2000.00000 10000.00| 2500.00000 12500.00| 1500.00000 7500.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 22000.00000 22000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| 5400.00000 5400.00| 10000.00000 10000.00 CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 10000.00000 10000.00| 18000.00000 18000.00| 30000.00000 30000.00 PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 672.000 m3 | 10.46000 7029.12| 9.50000 6384.00| 13.00000 8736.00 EXCAVATION, COMMON | | | 0007 203-51223 250.000 m3 | 10.46000 2615.00| 12.00000 3000.00| 12.00000 3000.00 EXCAVATION, WATERWAY | | | 0008 205-06931 26.600 Mg | 26.17000 696.12| 25.00000 665.00| 29.00000 771.40 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06937 155.000 m | 7.00000 1085.00| 5.00000 775.00| 6.00000 930.00 TEMPORARY SILT FENCE | | | 0010 206-51230 218.000 m3 | 26.15000 5700.70| 18.00000 3924.00| 70.00000 15260.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 213-52830 18.000 m3 | 133.00000 2394.00| 275.00000 4950.00| 155.00000 2790.00 FLOWABLE MORTAR | | | 0012 303-01180 1111.000 Mg | 17.00000 18887.00| 17.00000 18887.00| 14.00000 15554.00 COMPACTED AGGREGATE, 53 | | | 0013 402-07432 185.000 Mg | 68.20000 12617.00| 93.00000 17205.00| 64.00000 11840.00 HMA TYPE A, SURFACE | | | 0014 402-07440 315.000 Mg | 72.00000 22680.00| 75.00000 23625.00| 50.00000 15750.00 HMA TYPE A, BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 391 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,480.95 ROUTE : CR 700N CALL ORDER : 391 CONTRACT ID : B -26647-A COUNTIES : BENTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 404-05511 572.000 m2 | 7.28000 4164.16| 7.50000 4290.00| 6.70000 3832.40 SEAL COAT, 2 | | | 0016 405-05518 2196.000 m2 | 0.50000 1098.00| 0.85000 1866.60| 0.50000 1098.00 ASPHALT FOR PRIME COAT | | | 0017 406-05521 2100.000 m2 | 0.12000 252.00| 0.42000 882.00| 0.15000 315.00 ASPHALT FOR TACK COAT | | | 0018 601-06037 4.000 EACH| 676.00000 2704.00| 800.00000 3200.00| 600.00000 2400.00 GUARDRAIL END TREATMENT, I | | | 0019 601-06374 4.000 EACH| 577.00000 2308.00| 625.00000 2500.00| 440.00000 1760.00 GUARDRAIL TRANSITION, TGS-1 | | | 0020 601-99105 152.400 m | 33.50000 5105.40| 39.00000 5943.60| 32.00000 4876.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 610-06257 178.800 m2 | 50.27000 8988.28| 55.00000 9834.00| 54.00000 9655.20 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 615-06505 2.000 EACH| 600.00000 1200.00| 775.00000 1550.00| 615.00000 1230.00 MONUMENT, B | | | 0023 615-06530 1.000 EACH| 400.00000 400.00| 902.00000 902.00| 650.00000 650.00 POST, BENCHMARK | | | 0024 616-02320 720.000 m2 | 4.78000 3441.60| 4.50000 3240.00| 4.30000 3096.00 GEOTEXTILES | | | 0025 616-06405 520.000 Mg | 26.45000 13754.00| 19.00000 9880.00| 19.00000 9880.00 RIPRAP, REVETMENT | | | 0026 616-06451 14.000 Mg | 25.71000 359.94| 32.00000 448.00| 32.00000 448.00 RIPRAP, UNIFORM | | | 0027 621-01004 2.000 EACH| 500.00000 1000.00| 800.00000 1600.00| 425.00000 850.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-01882 34.000 kg | 7.85000 266.90| 11.00000 374.00| 7.50000 255.00 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0029 621-06545 0.500 Mg | 1000.00000 500.00| 650.00000 325.00| 1000.00000 500.00 FERTILIZER | | | 0030 621-06548 5.000 kg | 60.00000 300.00| 45.00000 225.00| 56.00000 280.00 SEED MIXTURE, CV | | | 0031 621-06553 71.000 kg | 10.50000 745.50| 11.00000 781.00| 35.00000 2485.00 SEED MIXTURE, R | | | 0032 621-06565 3.400 Mg | 800.00000 2720.00| 665.00000 2261.00| 725.00000 2465.00 MULCHING MATERIAL | | | 0033 621-06574 175.000 m2 | 9.50000 1662.50| 8.00000 1400.00| 10.50000 1837.50 SODDING | | | 0034 701-02938 12.000 m | 1400.00000 16800.00| 1400.00000 16800.00| 770.00000 9240.00 CORED HOLE IN ROCK, 610 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 391 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,480.95 ROUTE : CR 700N CALL ORDER : 391 CONTRACT ID : B -26647-A COUNTIES : BENTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1386990 |(3) 35-1212938 |WIRTZ & YATES, INC. |ISOM, JACK CONSTRUCTION CO |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 701-51195 136.500 m | 78.77000 10752.11| 94.00000 12831.00| 185.00000 25252.50 PILE, STEEL H, HP 310 X 79 | | | 0036 701-91792 22.000 EACH| 100.00000 2200.00| 130.00000 2860.00| 80.00000 1760.00 PILE TIP, STEEL H | | | 0037 702-51005 71.200 m3 | 457.00000 32538.40| 455.00000 32396.00| 500.00000 35600.00 CONCRETE, A, SUBSTRUCTURE | | | 0038 702-51015 9.800 m3 | 397.96000 3900.01| 525.00000 5145.00| 450.00000 4410.00 CONCRETE, B, FOOTINGS | | | 0039 703-51030 4508.000 kg | 1.32000 5950.56| 1.03000 4643.24| 1.50000 6762.00 REINFORCING STEEL | | | 0040 703-51032 22056.000 kg | 1.32000 29113.92| 1.29000 28452.24| 1.55000 34186.80 REINFORCING STEEL, EPOXY COATED | | | 0041 704-51002 146.700 m3 | 458.00000 67188.60| 465.00000 68215.50| 500.00000 73350.00 CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-06344 57.150 m | 185.00000 10572.75| 118.00000 6743.70| 115.00000 6572.25 RAILING, TS-1 | | | 0043 709-51821 LUMP| 3300.00000 3300.00| 2850.00000 2850.00| 4500.00000 4500.00 SURFACE SEAL | | | 0044 801-04308 4.000 EACH| 500.00000 2000.00| 200.00000 800.00| 180.00000 720.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06625 4.000 EACH| 200.00000 800.00| 94.00000 376.00| 75.00000 300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 14.000 EACH| 200.00000 2800.00| 104.00000 1456.00| 95.00000 1330.00 CONSTRUCTION SIGN, A | | | 0047 801-07118 14.400 m | 60.00000 864.00| 38.00000 547.20| 24.00000 345.60 BARRICADE, III-A | | | 0048 801-07119 14.400 m | 60.00000 864.00| 42.00000 604.80| 27.00000 388.80 BARRICADE, III-B | | | SECTION TOTALS | $ 365,318.57| $ 375,737.88| $ 406,763.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 365,318.57| $ 375,737.88| $ 406,763.25 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 391 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,480.95 ROUTE : CR 700N CALL ORDER : 391 CONTRACT ID : B -26647-A COUNTIES : BENTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 16500.00000 16500.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 5.000 MOS | 2800.00000 14000.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 22000.00000 22000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4000.00000 4000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51330 LUMP| 27300.00000 27300.00| | PRESENT STRUCTURE, REMOVE | | | 0006 203-02000 672.000 m3 | 26.50000 17808.00| | EXCAVATION, COMMON | | | 0007 203-51223 250.000 m3 | 15.55000 3887.50| | EXCAVATION, WATERWAY | | | 0008 205-06931 26.600 Mg | 78.00000 2074.80| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0009 205-06937 155.000 m | 6.90000 1069.50| | TEMPORARY SILT FENCE | | | 0010 206-51230 218.000 m3 | 15.55000 3389.90| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0011 213-52830 18.000 m3 | 119.00000 2142.00| | FLOWABLE MORTAR | | | 0012 303-01180 1111.000 Mg | 19.00000 21109.00| | COMPACTED AGGREGATE, 53 | | | 0013 402-07432 185.000 Mg | 87.50000 16187.50| | HMA TYPE A, SURFACE | | | 0014 402-07440 315.000 Mg | 65.00000 20475.00| | HMA TYPE A, BASE | | | 0015 404-05511 572.000 m2 | 5.60000 3203.20| | SEAL COAT, 2 | | | 0016 405-05518 2196.000 m2 | 0.53000 1163.88| | ASPHALT FOR PRIME COAT | | | 0017 406-05521 2100.000 m2 | 0.28000 588.00| | ASPHALT FOR TACK COAT | | | 0018 601-06037 4.000 EACH| 525.00000 2100.00| | GUARDRAIL END TREATMENT, I | | | 0019 601-06374 4.000 EACH| 630.00000 2520.00| | GUARDRAIL TRANSITION, TGS-1 | | | 0020 601-99105 152.400 m | 42.00000 6400.80| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 391 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,480.95 ROUTE : CR 700N CALL ORDER : 391 CONTRACT ID : B -26647-A COUNTIES : BENTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 610-06257 178.800 m2 | 67.25000 12024.30| | REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0022 615-06505 2.000 EACH| 375.00000 750.00| | MONUMENT, B | | | 0023 615-06530 1.000 EACH| 225.00000 225.00| | POST, BENCHMARK | | | 0024 616-02320 720.000 m2 | 2.68000 1929.60| | GEOTEXTILES | | | 0025 616-06405 520.000 Mg | 22.15000 11518.00| | RIPRAP, REVETMENT | | | 0026 616-06451 14.000 Mg | 114.00000 1596.00| | RIPRAP, UNIFORM | | | 0027 621-01004 2.000 EACH| 450.00000 900.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0028 621-01882 34.000 kg | 7.85000 266.90| | SEED MIXTURE, T, CONVENTIONAL MIX | | | 0029 621-06545 0.500 Mg | 1000.00000 500.00| | FERTILIZER | | | 0030 621-06548 5.000 kg | 60.00000 300.00| | SEED MIXTURE, CV | | | 0031 621-06553 71.000 kg | 10.50000 745.50| | SEED MIXTURE, R | | | 0032 621-06565 3.400 Mg | 760.00000 2584.00| | MULCHING MATERIAL | | | 0033 621-06574 175.000 m2 | 9.50000 1662.50| | SODDING | | | 0034 701-02938 12.000 m | 1140.00000 13680.00| | CORED HOLE IN ROCK, 610 mm | | | 0035 701-51195 136.500 m | 138.00000 18837.00| | PILE, STEEL H, HP 310 X 79 | | | 0036 701-91792 22.000 EACH| 95.00000 2090.00| | PILE TIP, STEEL H | | | 0037 702-51005 71.200 m3 | 547.00000 38946.40| | CONCRETE, A, SUBSTRUCTURE | | | 0038 702-51015 9.800 m3 | 652.00000 6389.60| | CONCRETE, B, FOOTINGS | | | 0039 703-51030 4508.000 kg | 0.99000 4462.92| | REINFORCING STEEL | | | 0040 703-51032 22056.000 kg | 1.20000 26467.20| | REINFORCING STEEL, EPOXY COATED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 391 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 427,480.95 ROUTE : CR 700N CALL ORDER : 391 CONTRACT ID : B -26647-A COUNTIES : BENTON LETTING DATE : 02/18/03 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1111003 | | |WHITE CONSTRUCTION, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 704-51002 146.700 m3 | 607.00000 89046.90| | CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-06344 57.150 m | 192.00000 10972.80| | RAILING, TS-1 | | | 0043 709-51821 LUMP| 2500.00000 2500.00| | SURFACE SEAL | | | 0044 801-04308 4.000 EACH| 263.00000 1052.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0045 801-06625 4.000 EACH| 110.00000 440.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0046 801-06640 14.000 EACH| 170.00000 2380.00| | CONSTRUCTION SIGN, A | | | 0047 801-07118 14.400 m | 35.00000 504.00| | BARRICADE, III-A | | | 0048 801-07119 14.400 m | 35.00000 504.00| | BARRICADE, III-B | | | SECTION TOTALS | $ 441,193.70| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 441,193.70| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 401 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,082,031.44 ROUTE : CR 250W CALL ORDER : 401 CONTRACT ID : B -26667-A COUNTIES : CARROLL LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/17/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9408001 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 869,182.69 100.0000% ==================================================================================================================================== |(1) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 9.000 MOS | 2100.00000 18900.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 7000.00000 7000.00| | CLEARING RIGHT OF WAY | | | 0005 202-51328 LUMP| 125000.00000 125000.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 203-02000 3501.000 m3 | 9.16000 32069.16| | EXCAVATION, COMMON | | | 0007 203-02070 6610.000 m3 | 9.16000 60547.60| | BORROW | | | 0008 205-06932 73.600 m | 40.00000 2944.00| | TEMPORARY CHECK DAM, STRAW BALES | | | 0009 205-06933 2.000 EACH| 80.00000 160.00| | TEMPORARY DITCH INLET PROTECTION | | | 0010 205-06937 647.000 m | 6.00000 3882.00| | TEMPORARY SILT FENCE | | | 0011 211-07454 92.600 m3 | 31.36000 2903.94| | STRUCTURE BACKFILL | | | 0012 303-01180 2231.000 Mg | 14.50000 32349.50| | COMPACTED AGGREGATE, 53 | | | 0013 303-07449 621.000 Mg | 14.50000 9004.50| | COMPACTED AGGREGATE, NO. 73 | | | 0014 402-07432 348.000 Mg | 61.00000 21228.00| | HMA TYPE A, SURFACE | | | 0015 402-07435 767.000 Mg | 53.00000 40651.00| | HMA TYPE A, INTERMEDIATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 401 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,082,031.44 ROUTE : CR 250W CALL ORDER : 401 CONTRACT ID : B -26667-A COUNTIES : CARROLL LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 404-05514 1745.000 m2 | 6.70000 11691.50| | SEAL COAT, 5 | | | 0017 405-05517 7.500 Mg | 500.00000 3750.00| | ASPHALT FOR PRIME COAT | | | 0018 406-05520 1.300 Mg | 400.00000 520.00| | ASPHALT FOR TACK COAT | | | 0019 601-01522 4.000 EACH| 1500.00000 6000.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0020 601-02103 45.720 m | 46.00000 2103.12| | GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0021 601-06037 4.000 EACH| 687.00000 2748.00| | GUARDRAIL END TREATMENT, I | | | 0022 601-99105 53.340 m | 35.48000 1892.50| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0023 610-05527 26.000 Mg | 120.00000 3120.00| | HMA FOR APPROACHES | | | 0024 615-06490 50.000 EACH| 120.00000 6000.00| | RIGHT OF WAY MARKER | | | 0025 616-02320 99.500 m2 | 4.78000 475.61| | GEOTEXTILES | | | 0026 616-06451 57.000 Mg | 26.53000 1512.21| | RIPRAP, UNIFORM | | | 0028 621-01004 1.000 EACH| 300.00000 300.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-01743 14.000 kg | 20.00000 280.00| | SEED MIXTURE, GRASS, 2 | | | 0030 621-06545 1.300 Mg | 800.00000 1040.00| | FERTILIZER | | | 0031 621-06548 8.700 kg | 70.00000 609.00| | SEED MIXTURE, CV | | | 0032 621-06553 409.000 kg | 7.88000 3222.92| | SEED MIXTURE, R | | | 0033 621-06565 6.500 Mg | 600.00000 3900.00| | MULCHING MATERIAL | | | 0034 622-52436 5.000 EACH| 30.00000 150.00| | SIGN, DO NOT MOW OR SPRAY | | | 0035 622-91786 300.000 EACH| 10.56000 3168.00| | SEEDLING | | | 0036 702-51005 15.800 m3 | 797.47000 12600.03| | CONCRETE, A, SUBSTRUCTURE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 401 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,082,031.44 ROUTE : CR 250W CALL ORDER : 401 CONTRACT ID : B -26667-A COUNTIES : CARROLL LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 702-51100 446.000 kg | 4.41000 1966.86| | DRAIN PIPE, CAST IRON, 150 mm | | | 0038 702-51110 2338.000 kg | 6.61000 15454.18| | GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0039 702-51863 128.000 EACH| 6.00000 768.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0040 703-06029 58614.000 kg | 1.32000 77370.48| | REINFORCING BARS, EPOXY COATED | | | 0041 704-51002 382.300 m3 | 525.00000 200707.50| | CONCRETE, C, SUPERSTRUCTURE | | | 0042 706-03278 4.000 EACH| 1600.00000 6400.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | MODIFIED | | | 0043 706-51020 54.000 m3 | 525.95000 28401.30| | CONCRETE, C, RAILING | | | 0044 709-51821 LUMP| 14000.00000 14000.00| | SURFACE SEAL | | | 0045 711-51878 LUMP| 20000.00000 20000.00| | JACKING AND SUPPORTING GIRDERS | | | 0046 715-04855 2.000 EACH| 700.00000 1400.00| | PIPE END SECTION, 1050 mm | | | 0047 715-05127 24.600 m | 100.00000 2460.00| | PIPE, TYPE 1, CIRCULAR, 1050 mm | | | 0048 715-05169 8.400 m | 40.00000 336.00| | PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0049 715-46005 2.000 EACH| 130.00000 260.00| | PIPE END SECTION, 375 mm | | | 0050 722-51852 102.000 m2 | 64.53000 6582.06| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0051 724-51925 15.200 m | 328.95000 5000.04| | STRUCTURAL EXPANSION JOINT, SS | | | 0052 726-92406 8.000 EACH| 1000.00000 8000.00| | BEARING ASSEMBLY, ELASTOMERIC | | | 0053 801-04308 6.000 EACH| 600.00000 3600.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0054 801-06625 25.000 EACH| 100.00000 2500.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0055 801-06640 16.000 EACH| 150.00000 2400.00| | CONSTRUCTION SIGN, A | | | 0056 801-06645 3.000 EACH| 60.00000 180.00| | CONSTRUCTION SIGN, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 401 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,082,031.44 ROUTE : CR 250W CALL ORDER : 401 CONTRACT ID : B -26667-A COUNTIES : CARROLL LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 | | |WIRTZ & YATES, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 801-07118 21.600 m | 50.00000 1080.00| | BARRICADE, III-A | | | 0058 801-07119 21.600 m | 50.00000 1080.00| | BARRICADE, III-B | | | 0059 802-05701 9.400 m | 60.00000 564.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0060 802-76025 0.563 m2 | 320.00000 180.16| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0061 802-76035 0.720 m2 | 400.00000 288.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0062 808-06713 1906.000 m | 0.36000 686.16| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0063 808-06714 1906.000 m | 0.36000 686.16| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0064 808-06726 5.000 m | 21.84000 109.20| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | SECTION TOTALS | $ 869,182.69| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 869,182.69| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 411 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,000.00 ROUTE : ANGELA BOULEVARD CALL ORDER : 411 CONTRACT ID : B -26684-A COUNTIES : ST. JOSEPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/15/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : IN39002 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1339168 LAPORTE CONSTRUCTION CO AWARD & CONDITIONAL BID $ 1,223,728.31 100.0000% 2 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 1,611,062.04 131.6519% 3 35-1035114 SUPERIOR CONSTRUCTION CO $ 1,645,003.85 134.4255% 4 35-1690004 NORTHERN INDIANA CONSTRUCTION $ 1,733,912.11 141.6909% ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1035114 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 2603.33000 2603.33| 35000.00000 35000.00| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1639.83000 9838.98| 2000.00000 12000.00| 1000.00000 6000.00 FIELD OFFICE, A | | | 0003 110-01001 LUMP| 58693.23000 58693.23| 75000.00000 75000.00| 81000.00000 81000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 149634.19000 149634.19| 40000.00000 40000.00| 259000.00000 259000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 211-02050 1507.300 CYS | 14.86000 22398.48| 60.00000 90438.00| 27.00000 40697.10 B BORROW | | | 0006 211-06467 80.000 CYS | 29.12000 2329.60| 41.41000 3312.80| 60.00000 4800.00 AGGREGATE FOR END BENT BACKFILL | | | 0007 303-52308 151.200 TON | 24.00000 3628.80| 45.00000 6804.00| 14.50000 2192.40 COMPACTED AGGREGATE, O, 53 | | | 0008 303-97820 38.400 TON | 20.46000 785.66| 35.00000 1344.00| 30.00000 1152.00 AGGREGATE, 8 | | | 0009 402-07432 10.000 TON | 210.00000 2100.00| 250.00000 2500.00| 150.00000 1500.00 HMA TYPE A, SURFACE | | | 0010 604-04927 20.000 LFT | 330.48000 6609.60| 252.14000 5042.80| 190.00000 3800.00 CONCRETE BRIDGE APPROACH RAILING | | | 0011 604-06069 35.600 SYS | 56.94000 2027.06| 40.00000 1424.00| 45.00000 1602.00 CURB RAMP, CONCRETE | | | 0012 604-90256 62.800 SYS | 61.60000 3868.48| 40.00000 2512.00| 42.00000 2637.60 SIDEWALK, CONCRETE, 6 IN. | | | 0013 605-06090 199.600 LFT | 35.98000 7181.61| 18.00000 3592.80| 25.00000 4990.00 CURB, INTEGRAL, CONCRETE | | | 0014 610-06259 415.700 SYS | 33.24000 13817.87| 46.56000 19354.99| 60.00000 24942.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 411 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,000.00 ROUTE : ANGELA BOULEVARD CALL ORDER : 411 CONTRACT ID : B -26684-A COUNTIES : ST. JOSEPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1035114 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 616-02320 595.800 SYS | 1.50000 893.70| 2.53000 1507.37| 2.00000 1191.60 GEOTEXTILES | | | 0016 616-05689 249.000 TON | 81.36000 20258.64| 108.07000 26909.43| 92.00000 22908.00 RIPRAP, CLASS 2 | | | 0017 621-01004 1.000 EACH| 335.00000 335.00| 335.00000 335.00| 250.00000 250.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06553 5.000 LBS | 25.55000 127.75| 25.55000 127.75| 3.00000 15.00 SEED MIXTURE, R | | | 0019 621-06575 110.000 SYS | 15.45000 1699.50| 15.45000 1699.50| 6.00000 660.00 SODDING, NURSERY | | | 0020 702-51863 1134.000 EACH| 7.03000 7972.02| 7.27000 8244.18| 7.00000 7938.00 FIELD DRILLED HOLE IN CONCRETE | | | 0021 702-92857 80.400 CYS | 450.62000 36229.85| 440.75000 35436.30| 500.00000 40200.00 CONCRETE, C, SUBSTRUCTURE | | | 0022 703-51032 251344.000 LBS | 0.49000 123158.56| 0.65000 163373.60| 0.65000 163373.60 REINFORCING STEEL, EPOXY COATED | | | 0023 704-51002 844.800 CYS | 432.58000 365443.58| 788.12000 665803.78| 650.00000 549120.00 CONCRETE, C, SUPERSTRUCTURE | | | 0024 706-06349 536.000 LFT | 95.00000 50920.00| 123.10000 65981.60| 114.50000 61372.00 RAILING, TX | | | 0025 708-51813 4072.000 SFT | 43.00000 175096.00| 43.00000 175096.00| 32.00000 130304.00 PNEUMATICALLY PLACED MORTAR | | | 0026 709-51821 LUMP| 18045.00000 18045.00| 18045.00000 18045.00| 22000.00000 22000.00 SURFACE SEAL | | | 0027 710-51870 600.000 SFT | 32.00000 19200.00| 32.00000 19200.00| 35.00000 21000.00 REPOINTING MASONRY IN STRUCTURES | | | 0028 715-05048 70.000 LFT | 21.77000 1523.90| 20.76000 1453.20| 8.00000 560.00 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0029 715-07073 350.000 LFT | 73.00000 25550.00| 26.09000 9131.50| 65.00000 22750.00 WATER LINE , INSTALLED | | | 0030 715-91361 2.000 LFT | 44.63000 89.26| 67.24000 134.48| 24.00000 48.00 PIPE, PVC, 6 IN. | | | 0031 715-94207 18.000 LFT | 69.56000 1252.08| 49.98000 899.64| 25.00000 450.00 PIPE, CAST IRON, 6 IN. | | | 0032 722-60824 181.700 SYS | 6.51000 1182.87| 4.00000 726.80| 15.00000 2725.50 SURFACE MILLING | | | 0033 724-03276 109.330 LFT | 90.42000 9885.62| 96.09000 10505.52| 85.00000 9293.05 EXPANSION JOINT SEALING SYSTEM | | | 0034 726-92406 437.000 EACH| 22.81000 9967.97| 75.00000 32775.00| 35.00000 15295.00 BEARING ASSEMBLY, ELASTOMERIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 411 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,000.00 ROUTE : ANGELA BOULEVARD CALL ORDER : 411 CONTRACT ID : B -26684-A COUNTIES : ST. JOSEPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1339168 |(2) 35-1582109 |(3) 35-1035114 |LAPORTE CONSTRUCTION CO |KANKAKEE VALLEY CONSTRUCTION|SUPERIOR CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 727-90308 200.000 LFT | 40.00000 8000.00| 40.00000 8000.00| 28.00000 5600.00 EPOXY INJECTION, CRACK PREPARATION | | | 0036 727-90309 50.000 GAL | 70.00000 3500.00| 70.00000 3500.00| 5.00000 250.00 EPOXY INJECTION, EPOXY MATERIAL | | | 0037 727-93560 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 500.00000 500.00 EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0038 728-98377 LUMP| 27652.00000 27652.00| 27652.00000 27652.00| 37500.00000 37500.00 MASONRY COATING | | | 0039 729-51875 1200.000 SFT | 12.87000 15444.00| 17.76000 21312.00| 30.00000 36000.00 CONCRETE, A, PATCHING | | | 0040 801-04308 2.000 EACH| 320.00000 640.00| 320.00000 640.00| 320.00000 640.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0041 801-06625 66.000 EACH| 65.00000 4290.00| 65.00000 4290.00| 65.00000 4290.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 18.000 EACH| 129.00000 2322.00| 129.00000 2322.00| 129.00000 2322.00 CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 1897.12000 1897.12| 2000.00000 2000.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | | 0044 801-07118 80.000 LFT | 12.00000 960.00| 12.00000 960.00| 12.00000 960.00 BARRICADE, III-A | | | 0045 808-06714 700.000 LFT | 0.25000 175.00| 0.25000 175.00| 0.25000 175.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 1,223,728.31| $ 1,611,062.04| $ 1,645,003.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,223,728.31| $ 1,611,062.04| $ 1,645,003.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 411 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,000.00 ROUTE : ANGELA BOULEVARD CALL ORDER : 411 CONTRACT ID : B -26684-A COUNTIES : ST. JOSEPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 | | |NORTHERN INDIANA CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06845 LUMP| 20165.54000 20165.54| | CONSTRUCTION ENGINEERING | | | 0002 105-07038 6.000 MOS | 1740.00000 10440.00| | FIELD OFFICE, A | | | 0003 110-01001 LUMP| 86500.00000 86500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 202-51328 LUMP| 432808.00000 432808.00| | PRESENT STRUCTURE, REMOVE PORTIONS | | | 0005 211-02050 1507.300 CYS | 35.75000 53885.98| | B BORROW | | | 0006 211-06467 80.000 CYS | 61.65000 4932.00| | AGGREGATE FOR END BENT BACKFILL | | | 0007 303-52308 151.200 TON | 28.05000 4241.16| | COMPACTED AGGREGATE, O, 53 | | | 0008 303-97820 38.400 TON | 40.10000 1539.84| | AGGREGATE, 8 | | | 0009 402-07432 10.000 TON | 250.00000 2500.00| | HMA TYPE A, SURFACE | | | 0010 604-04927 20.000 LFT | 149.00000 2980.00| | CONCRETE BRIDGE APPROACH RAILING | | | 0011 604-06069 35.600 SYS | 45.00000 1602.00| | CURB RAMP, CONCRETE | | | 0012 604-90256 62.800 SYS | 48.50000 3045.80| | SIDEWALK, CONCRETE, 6 IN. | | | 0013 605-06090 199.600 LFT | 17.65000 3522.94| | CURB, INTEGRAL, CONCRETE | | | 0014 610-06259 415.700 SYS | 43.35000 18020.60| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | | 0015 616-02320 595.800 SYS | 6.30000 3753.54| | GEOTEXTILES | | | 0016 616-05689 249.000 TON | 94.30000 23480.70| | RIPRAP, CLASS 2 | | | 0017 621-01004 1.000 EACH| 335.00000 335.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06553 5.000 LBS | 25.50000 127.50| | SEED MIXTURE, R | | | 0019 621-06575 110.000 SYS | 15.45000 1699.50| | SODDING, NURSERY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 411 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,000.00 ROUTE : ANGELA BOULEVARD CALL ORDER : 411 CONTRACT ID : B -26684-A COUNTIES : ST. JOSEPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 | | |NORTHERN INDIANA CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 702-51863 1134.000 EACH| 11.25000 12757.50| | FIELD DRILLED HOLE IN CONCRETE | | | 0021 702-92857 80.400 CYS | 550.00000 44220.00| | CONCRETE, C, SUBSTRUCTURE | | | 0022 703-51032 251344.000 LBS | 0.54000 135725.76| | REINFORCING STEEL, EPOXY COATED | | | 0023 704-51002 844.800 CYS | 529.95000 447701.76| | CONCRETE, C, SUPERSTRUCTURE | | | 0024 706-06349 536.000 LFT | 105.80000 56708.80| | RAILING, TX | | | 0025 708-51813 4072.000 SFT | 43.00000 175096.00| | PNEUMATICALLY PLACED MORTAR | | | 0026 709-51821 LUMP| 17550.00000 17550.00| | SURFACE SEAL | | | 0027 710-51870 600.000 SFT | 32.00000 19200.00| | REPOINTING MASONRY IN STRUCTURES | | | 0028 715-05048 70.000 LFT | 10.65000 745.50| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0029 715-07073 350.000 LFT | 65.75000 23012.50| | WATER LINE , INSTALLED | | | 0030 715-91361 2.000 LFT | 89.00000 178.00| | PIPE, PVC, 6 IN. | | | 0031 715-94207 18.000 LFT | 110.55000 1989.90| | PIPE, CAST IRON, 6 IN. | | | 0032 722-60824 181.700 SYS | 13.60000 2471.12| | SURFACE MILLING | | | 0033 724-03276 109.330 LFT | 84.15000 9200.12| | EXPANSION JOINT SEALING SYSTEM | | | 0034 726-92406 437.000 EACH| 32.65000 14268.05| | BEARING ASSEMBLY, ELASTOMERIC | | | 0035 727-90308 200.000 LFT | 40.00000 8000.00| | EPOXY INJECTION, CRACK PREPARATION | | | 0036 727-90309 50.000 GAL | 70.00000 3500.00| | EPOXY INJECTION, EPOXY MATERIAL | | | 0037 727-93560 LUMP| 4500.00000 4500.00| | EPOXY INJECTION, FURNISHING EQUIPMENT | | | 0038 728-98377 LUMP| 27655.00000 27655.00| | MASONRY COATING | | | 0039 729-51875 1200.000 SFT | 32.00000 38400.00| | CONCRETE, A, PATCHING | | | 0040 801-04308 2.000 EACH| 320.00000 640.00| | ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 411 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,922,000.00 ROUTE : ANGELA BOULEVARD CALL ORDER : 411 CONTRACT ID : B -26684-A COUNTIES : ST. JOSEPH LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1690004 | | |NORTHERN INDIANA CONSTRUCTIO| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 801-06625 66.000 EACH| 65.00000 4290.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0042 801-06640 18.000 EACH| 129.00000 2322.00| | CONSTRUCTION SIGN, A | | | 0043 801-06775 LUMP| 6470.00000 6470.00| | MAINTAINING TRAFFIC | | | 0044 801-07118 80.000 LFT | 12.00000 960.00| | BARRICADE, III-A | | | 0045 808-06714 700.000 LFT | 1.10000 770.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | SECTION TOTALS | $ 1,733,912.11| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,733,912.11| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 415 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 100,144.68 ROUTE : I-65 CALL ORDER : 415 CONTRACT ID : B -26716-B COUNTIES : LAKE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/03/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1028573 CIVIL CONSTRUCTION, INC. $ 87,244.06 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 90,417.09 103.6369% ==================================================================================================================================== |(1) 31-1028573 |(2) 35-0918397 | |CIVIL CONSTRUCTION, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPAIR-STRAIGHTEN BEAM | | | 0002 110-01001 LUMP| 4413.00000 4413.00| 5000.00000 5000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 711-51038 LUMP| 4751.00000 4751.00| 42126.29000 42126.29| STRUCTURAL STEEL | | | 0004 711-51864 36.000 EACH| 47.50000 1710.00| 10.00000 360.00| DRILLED HOLE | | | 0005 711-51867 15.360 SQIN| 20.30000 311.81| 5.00000 76.80| STRUCTURAL STEEL CUTTING | | | 0006 711-91149 LUMP| 51811.00000 51811.00| 35000.00000 35000.00| STRAIGHTEN STEEL BEAM | | | 0007 801-01093 2.000 EACH| 630.00000 1260.00| 345.00000 690.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0008 801-06640 18.000 EACH| 126.00000 2268.00| 48.00000 864.00| CONSTRUCTION SIGN, A | | | 0009 801-06710 25.000 DAY | 26.25000 656.25| 12.00000 300.00| FLASHING ARROW SIGN | | | 0010 801-06775 LUMP| 20063.00000 20063.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | | SECTION TOTALS | $ 87,244.06| $ 90,417.09| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 87,244.06| $ 90,417.09| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 421 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : PARK ROAD CALL ORDER : 421 CONTRACT ID : B -26723-A COUNTIES : JEFFERSON LETTING DATE : 02/18/03 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/03/03 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 674C502 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1385672 FORCE CONSTRUCTION CO. INC. $ 257,397.98 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 311,423.50 120.9891% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 408,180.00 158.5793% 4 35-1364963 ERBER & MILLIGAN CONSTR. CO. $ 476,905.00 185.2792% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 431 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,196.53 ROUTE : I-80/90 CALL ORDER : 431 CONTRACT ID : BT-26227-A COUNTIES : LAPORTE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 07/01/03 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 423,918.04 100.0000% 2 35-1339168 LAPORTE CONSTRUCTION CO $ 485,216.58 114.4599% 3 35-1106884 ELLAS CONSTRUCTION COMPANY, INC. $ 542,513.90 127.9761% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 561,786.71 132.5224% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION AND BRIDGE PAINTING | | | 0001 105-06845 LUMP| 2000.00000 2000.00| 3098.68000 3098.68| 8000.00000 8000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 1500.00000 4500.00| 2097.63000 6292.89| 2750.00000 8250.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 10000.00000 10000.00| 23483.50000 23483.50| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 500.00000 500.00| 1867.68000 1867.68| 5000.00000 5000.00 CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 202-01066 862.000 SYS | 29.47000 25403.14| 24.26000 20912.12| 24.60000 21205.20 HYDRO DEMOLITION | | | 0007 202-02240 430.000 SYS | 5.00000 2150.00| 10.38000 4463.40| 13.00000 5590.00 PAVEMENT, REMOVE | | | 0008 202-02241 1589.000 LFT | 1.00000 1589.00| 2.80000 4449.20| 3.50000 5561.50 GUARDRAIL, REMOVE | | | 0009 202-51133 500.000 LFT | 1.00000 500.00| 3.02000 1510.00| 3.50000 1750.00 RAILING, REMOVE | | | 0010 202-51328 LUMP| 2500.00000 2500.00| 9673.52000 9673.52| 69000.00000 69000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0011 202-51822 833.000 SYS | 3.00000 2499.00| 7.98000 6647.34| 8.85000 7372.05 BRIDGE DECK OVERLAY, REMOVE | | | 0012 202-60820 480.000 SYS | 3.00000 1440.00| 5.46000 2620.80| 4.85000 2328.00 SURFACE MILLING, ASPHALT | | | 0013 202-90090 72.000 SFT | 34.00000 2448.00| 59.61000 4291.92| 49.00000 3528.00 CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0014 202-90592 314.000 SFT | 12.00000 3768.00| 14.35000 4505.90| 10.00000 3140.00 EXPANSION JOINT, REMOVE CUT AND REMOVE | | | PLATE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 431 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,196.53 ROUTE : I-80/90 CALL ORDER : 431 CONTRACT ID : BT-26227-A COUNTIES : LAPORTE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 202-93741 8.000 EACH| 150.00000 1200.00| 70.00000 560.00| 350.00000 2800.00 GUARD RAIL END TREATMENT, REMOVE | | | 0016 202-99187 208.000 LFT | 4.25000 884.00| 4.50000 936.00| 4.15000 863.20 FENCE, FARM FIELD, REMOVE | | | 0017 203-07084 LUMP| 1000.00000 1000.00| 764.44000 764.44| 2300.00000 2300.00 EXCAVATION , COMMON HAND EXCAVATE, STR | | | NO 1 | | | 0018 205-02224 850.000 LFT | 2.06000 1751.00| 2.06000 1751.00| 2.00000 1700.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 205-06930 17.000 TON | 30.03000 510.51| 45.55000 774.35| 152.00000 2584.00 SPLASHPAD, RIPRAP | | | 0020 303-52308 110.000 TON | 30.58000 3363.80| 20.55000 2260.50| 30.00000 3300.00 COMPACTED AGGREGATE, O, 53 | | | 0021 406-05521 184.000 SYS | 6.00000 1104.00| 5.80000 1067.20| 6.00000 1104.00 ASPHALT FOR TACK COAT | | | 0022 601-01522 6.000 EACH| 1200.00000 7200.00| 1250.00000 7500.00| 1200.00000 7200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-03601 2.000 EACH| 1900.00000 3800.00| 1975.00000 3950.00| 1900.00000 3800.00 GUARDRAIL END TREATMENT, OS, DOUBLE | | | FACED | | | 0024 601-05999 2.000 EACH| 40.00000 80.00| 38.00000 76.00| 40.00000 80.00 CURVED TERMINAL END | | | 0025 601-94690 2.000 EACH| 2900.00000 5800.00| 3000.00000 6000.00| 2900.00000 5800.00 GUARDRAIL END TREATMENT, MS | | | 0026 601-99105 1550.000 LFT | 9.50000 14725.00| 9.10000 14105.00| 9.50000 14725.00 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 601-99108 650.000 LFT | 13.50000 8775.00| 13.60000 8840.00| 13.50000 8775.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0028 602-06729 22.000 EACH| 8.00000 176.00| 3.98000 87.56| 4.00000 88.00 BARRIER DELINEATOR | | | 0029 603-06040 250.000 LFT | 14.25000 3562.50| 8.50000 2125.00| 14.25000 3562.50 FENCE, FARM FIELD, 47 IN. | | | 0030 603-06045 443.000 LFT | 15.75000 6977.25| 16.75000 7420.25| 15.75000 6977.25 FENCE, CHAIN LINK, 48 IN. | | | 0031 605-05523 822.000 LFT | 7.50000 6165.00| 10.50000 8631.00| 7.50000 6165.00 CURB, HMA | | | 0032 610-05527 292.000 TON | 60.00000 17520.00| 80.50000 23506.00| 60.00000 17520.00 HMA FOR APPROACHES | | | 0033 616-02320 23.000 SYS | 1.68000 38.64| 7.17000 164.91| 3.00000 69.00 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 431 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,196.53 ROUTE : I-80/90 CALL ORDER : 431 CONTRACT ID : BT-26227-A COUNTIES : LAPORTE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 616-51367 303.000 SYS | 75.00000 22725.00| 59.66000 18076.98| 65.60000 19876.80 SLOPEWALL, CONCRETE, 4 IN. | | | 0035 619-04414 8.000 EACH| 1300.00000 10400.00| 617.02000 4936.16| 1450.00000 11600.00 DRAIN EXTENSION | | | 0036 619-51859 LUMP| 11000.00000 11000.00| 12000.00000 12000.00| 12000.00000 12000.00 PAINT STEEL BRIDGE , STR NO 1 | | | 0037 619-51859 LUMP| 13500.00000 13500.00| 14500.00000 14500.00| 14500.00000 14500.00 PAINT STEEL BRIDGE , STR NO 2 | | | 0038 619-61000 LUMP| 17000.00000 17000.00| 18000.00000 18000.00| 18000.00000 18000.00 CLEAN STEEL BRIDGE , STR NO 1 | | | 0039 619-61000 LUMP| 15000.00000 15000.00| 20000.00000 20000.00| 20000.00000 20000.00 CLEAN STEEL BRIDGE , STR NO 2 | | | 0040 619-93423 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 3000.00000 3000.00 POLLUTION CONTROL , STR NO 1 | | | 0041 619-93423 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 3000.00000 3000.00 POLLUTION CONTROL , STR NO 2 | | | 0042 619-95315 LUMP| 2000.00000 2000.00| 1.00000 1.00| 1.00000 1.00 CLEAN AND PAINT BEARING ASSEMBLIES , | | | STR NO 1 | | | 0043 619-95315 LUMP| 2000.00000 2000.00| 1.00000 1.00| 1.00000 1.00 CLEAN AND PAINT BEARING ASSEMBLIES , | | | STR NO 2 | | | 0044 619-98427 10.000 EACH| 250.00000 2500.00| 97.13000 971.30| 216.00000 2160.00 CLEAN DRAINS | | | 0045 621-06574 230.000 SYS | 11.80000 2714.00| 11.80000 2714.00| 11.80000 2714.00 SODDING | | | 0046 702-51863 1008.000 EACH| 5.00000 5040.00| 9.22000 9293.76| 7.00000 7056.00 FIELD DRILLED HOLE IN CONCRETE | | | 0047 702-92857 9.000 CYS | 450.00000 4050.00| 649.61000 5846.49| 746.00000 6714.00 CONCRETE, C, SUBSTRUCTURE | | | 0048 703-51032 4480.000 LBS | 1.00000 4480.00| 2.73000 12230.40| 1.36000 6092.80 REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 2.700 CYS | 1200.00000 3240.00| 2468.03000 6663.68| 1800.00000 4860.00 CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-51020 12.000 CYS | 1000.00000 12000.00| 520.00000 6240.00| 1000.00000 12000.00 CONCRETE, C, RAILING | | | 0051 708-51813 50.000 SFT | 200.00000 10000.00| 110.00000 5500.00| 125.00000 6250.00 PNEUMATICALLY PLACED MORTAR | | | 0052 708-51814 50.000 SFT | 10.00000 500.00| 5.00000 250.00| 3.00000 150.00 WELDED STEEL WIRE FABRIC | | | 0053 709-51821 LUMP| 1.00000 1.00| 3990.52000 3990.52| 9000.00000 9000.00 SURFACE SEAL , STR NO 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 431 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,196.53 ROUTE : I-80/90 CALL ORDER : 431 CONTRACT ID : BT-26227-A COUNTIES : LAPORTE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 711-51867 600.000 SQIN| 4.00000 2400.00| 3.40000 2040.00| 6.00000 3600.00 STRUCTURAL STEEL CUTTING | | | 0055 715-01662 2.000 LFT | 25.00000 50.00| 121.42000 242.84| 216.00000 432.00 PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0056 715-05168 8.000 LFT | 15.00000 120.00| 34.36000 274.88| 120.00000 960.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0057 722-01055 125.000 SFT | 40.00000 5000.00| 26.88000 3360.00| 12.00000 1500.00 BRIDGE DECK PATCHING, PARTIAL DEPTH, | | | MICROSILICA | | | 0058 722-01061 833.000 SYS | 45.32000 37751.56| 38.85000 32362.05| 35.70000 29738.10 BRIDGE DECK OVERLAY, MICROSILICA | | | 0059 722-51401 60.000 SFT | 60.00000 3600.00| 185.82000 11149.20| 38.20000 2292.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0060 722-96912 2.000 CYS | 132.00000 264.00| 132.00000 264.00| 132.00000 264.00 BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0061 724-03276 314.000 LFT | 129.21000 40571.94| 88.18000 27688.52| 1.00000 314.00 EXPANSION JOINT SEALING SYSTEM | | | 0062 728-98377 LUMP| 6660.00000 6660.00| 6660.00000 6660.00| 8900.00000 8900.00 MASONRY COATING , STR NO 1 | | | 0063 728-98377 LUMP| 6660.00000 6660.00| 6660.00000 6660.00| 8900.00000 8900.00 MASONRY COATING , STR NO 2 | | | 0064 801-01093 2.000 EACH| 540.00000 1080.00| 540.00000 1080.00| 640.00000 1280.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0065 801-06198 30.000 DAY | 500.00000 15000.00| 654.23000 19626.90| 446.00000 13380.00 PATROLLER | | | 0066 801-06640 24.000 EACH| 69.00000 1656.00| 69.00000 1656.00| 61.00000 1464.00 CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 20.00000 40.00 CONSTRUCTION SIGN, B | | | 0068 801-06710 120.000 DAY | 12.00000 1440.00| 12.00000 1440.00| 10.00000 1200.00 FLASHING ARROW SIGN | | | 0069 801-06775 LUMP| 2500.00000 2500.00| 20004.94000 20004.94| 19500.00000 19500.00 MAINTAINING TRAFFIC | | | 0070 801-09133 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| 4600.00000 9200.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0071 801-97643 480.000 LFT | 6.00000 2880.00| 6.00000 2880.00| 7.50000 3600.00 TEMPORARY BUZZ STRIPS | | | 0072 802-03821 2.000 EACH| 165.00000 330.00| 121.00000 242.00| 137.00000 274.00 SIGN, SHEET WITH LEGEND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 431 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,196.53 ROUTE : I-80/90 CALL ORDER : 431 CONTRACT ID : BT-26227-A COUNTIES : LAPORTE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1339168 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|LAPORTE CONSTRUCTION CO |ELLAS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 802-76055 60.000 LFT | 8.00000 480.00| 5.50000 330.00| 3.90000 234.00 SIGN POST, A | | | 0074 802-76160 8.000 EACH| 500.00000 4000.00| 75.70000 605.60| 750.00000 6000.00 BRIDGE BRACKET ASSEMBLY | | | 0075 804-93726 90.000 EACH| 2.83000 254.70| 3.98000 358.20| 4.00000 360.00 DELINEATOR , GUARDRAIL, WHITE | | | 0076 805-98752 2.000 EACH| 500.00000 1000.00| 5300.00000 10600.00| 6000.00000 12000.00 TRAFFIC SIGNAL INDICATION, 1 WAY, 3 | | | SECTION, 12 IN. RED, 12 IN., AMBER, 12 | | | IN. GREEN | | | 0077 808-06713 825.000 LFT | 0.20000 165.00| 0.20000 165.00| 0.39000 321.75 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0078 808-06714 1325.000 LFT | 0.20000 265.00| 0.20000 265.00| 0.39000 516.75 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0079 808-06726 50.000 LFT | 1.20000 60.00| 1.20000 60.00| 2.60000 130.00 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 423,918.04| $ 485,216.58| $ 542,513.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 423,918.04| $ 485,216.58| $ 542,513.90 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 431 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,196.53 ROUTE : I-80/90 CALL ORDER : 431 CONTRACT ID : BT-26227-A COUNTIES : LAPORTE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION AND BRIDGE PAINTING | | | 0001 105-06845 LUMP| 5000.00000 5000.00| | CONSTRUCTION ENGINEERING | | | 0002 105-07039 3.000 MOS | 2000.00000 6000.00| | FIELD OFFICE, B | | | 0003 110-01001 LUMP| 25000.00000 25000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 5000.00000 5000.00| | CLEARING RIGHT OF WAY , STR NO 1 | | | 0005 202-01066 862.000 SYS | 30.00000 25860.00| | HYDRO DEMOLITION | | | 0007 202-02240 430.000 SYS | 12.00000 5160.00| | PAVEMENT, REMOVE | | | 0008 202-02241 1589.000 LFT | 2.80000 4449.20| | GUARDRAIL, REMOVE | | | 0009 202-51133 500.000 LFT | 2.00000 1000.00| | RAILING, REMOVE | | | 0010 202-51328 LUMP| 68692.75000 68692.75| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR NO 1 | | | 0011 202-51822 833.000 SYS | 3.30000 2748.90| | BRIDGE DECK OVERLAY, REMOVE | | | 0012 202-60820 480.000 SYS | 5.00000 2400.00| | SURFACE MILLING, ASPHALT | | | 0013 202-90090 72.000 SFT | 130.00000 9360.00| | CONCRETE FOR EXPANSION JOINT, REMOVE | | | 0014 202-90592 314.000 SFT | 40.00000 12560.00| | EXPANSION JOINT, REMOVE CUT AND REMOVE | | | PLATE | | | 0015 202-93741 8.000 EACH| 70.00000 560.00| | GUARD RAIL END TREATMENT, REMOVE | | | 0016 202-99187 208.000 LFT | 2.50000 520.00| | FENCE, FARM FIELD, REMOVE | | | 0017 203-07084 LUMP| 500.00000 500.00| | EXCAVATION , COMMON HAND EXCAVATE, STR | | | NO 1 | | | 0018 205-02224 850.000 LFT | 2.00000 1700.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 205-06930 17.000 TON | 60.00000 1020.00| | SPLASHPAD, RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 431 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,196.53 ROUTE : I-80/90 CALL ORDER : 431 CONTRACT ID : BT-26227-A COUNTIES : LAPORTE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 303-52308 110.000 TON | 35.00000 3850.00| | COMPACTED AGGREGATE, O, 53 | | | 0021 406-05521 184.000 SYS | 0.89000 163.76| | ASPHALT FOR TACK COAT | | | 0022 601-01522 6.000 EACH| 1250.00000 7500.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0023 601-03601 2.000 EACH| 1975.00000 3950.00| | GUARDRAIL END TREATMENT, OS, DOUBLE | | | FACED | | | 0024 601-05999 2.000 EACH| 38.00000 76.00| | CURVED TERMINAL END | | | 0025 601-94690 2.000 EACH| 3000.00000 6000.00| | GUARDRAIL END TREATMENT, MS | | | 0026 601-99105 1550.000 LFT | 9.10000 14105.00| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0027 601-99108 650.000 LFT | 13.60000 8840.00| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0028 602-06729 22.000 EACH| 8.00000 176.00| | BARRIER DELINEATOR | | | 0029 603-06040 250.000 LFT | 9.00000 2250.00| | FENCE, FARM FIELD, 47 IN. | | | 0030 603-06045 443.000 LFT | 20.00000 8860.00| | FENCE, CHAIN LINK, 48 IN. | | | 0031 605-05523 822.000 LFT | 12.00000 9864.00| | CURB, HMA | | | 0032 610-05527 292.000 TON | 68.00000 19856.00| | HMA FOR APPROACHES | | | 0033 616-02320 23.000 SYS | 5.00000 115.00| | GEOTEXTILES | | | 0034 616-51367 303.000 SYS | 60.00000 18180.00| | SLOPEWALL, CONCRETE, 4 IN. | | | 0035 619-04414 8.000 EACH| 1200.00000 9600.00| | DRAIN EXTENSION | | | 0036 619-51859 LUMP| 12000.00000 12000.00| | PAINT STEEL BRIDGE , STR NO 1 | | | 0037 619-51859 LUMP| 14500.00000 14500.00| | PAINT STEEL BRIDGE , STR NO 2 | | | 0038 619-61000 LUMP| 18000.00000 18000.00| | CLEAN STEEL BRIDGE , STR NO 1 | | | 0039 619-61000 LUMP| 20000.00000 20000.00| | CLEAN STEEL BRIDGE , STR NO 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 431 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,196.53 ROUTE : I-80/90 CALL ORDER : 431 CONTRACT ID : BT-26227-A COUNTIES : LAPORTE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 619-93423 LUMP| 3000.00000 3000.00| | POLLUTION CONTROL , STR NO 1 | | | 0041 619-93423 LUMP| 3000.00000 3000.00| | POLLUTION CONTROL , STR NO 2 | | | 0042 619-95315 LUMP| 1.00000 1.00| | CLEAN AND PAINT BEARING ASSEMBLIES , | | | STR NO 1 | | | 0043 619-95315 LUMP| 1.00000 1.00| | CLEAN AND PAINT BEARING ASSEMBLIES , | | | STR NO 2 | | | 0044 619-98427 10.000 EACH| 125.00000 1250.00| | CLEAN DRAINS | | | 0045 621-06574 230.000 SYS | 12.00000 2760.00| | SODDING | | | 0046 702-51863 1008.000 EACH| 10.00000 10080.00| | FIELD DRILLED HOLE IN CONCRETE | | | 0047 702-92857 9.000 CYS | 1300.00000 11700.00| | CONCRETE, C, SUBSTRUCTURE | | | 0048 703-51032 4480.000 LBS | 1.81000 8108.80| | REINFORCING STEEL, EPOXY COATED | | | 0049 704-51002 2.700 CYS | 3500.00000 9450.00| | CONCRETE, C, SUPERSTRUCTURE | | | 0050 706-51020 12.000 CYS | 600.00000 7200.00| | CONCRETE, C, RAILING | | | 0051 708-51813 50.000 SFT | 150.00000 7500.00| | PNEUMATICALLY PLACED MORTAR | | | 0052 708-51814 50.000 SFT | 5.00000 250.00| | WELDED STEEL WIRE FABRIC | | | 0053 709-51821 LUMP| 5000.00000 5000.00| | SURFACE SEAL , STR NO 1 | | | 0054 711-51867 600.000 SQIN| 12.00000 7200.00| | STRUCTURAL STEEL CUTTING | | | 0055 715-01662 2.000 LFT | 500.00000 1000.00| | PIPE CLEANING, 12 IN TO 48 IN DIA | | | 0056 715-05168 8.000 LFT | 55.00000 440.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0057 722-01055 125.000 SFT | 40.00000 5000.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH, | | | MICROSILICA | | | 0058 722-01061 833.000 SYS | 40.00000 33320.00| | BRIDGE DECK OVERLAY, MICROSILICA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 431 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,196.53 ROUTE : I-80/90 CALL ORDER : 431 CONTRACT ID : BT-26227-A COUNTIES : LAPORTE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 722-51401 60.000 SFT | 75.00000 4500.00| | BRIDGE DECK PATCHING, FULL DEPTH | | | 0060 722-96912 2.000 CYS | 132.00000 264.00| | BRIDGE DECK OVERLAY, ADDITIONAL, | | | MICROSILICA | | | 0061 724-03276 314.000 LFT | 95.00000 29830.00| | EXPANSION JOINT SEALING SYSTEM | | | 0062 728-98377 LUMP| 9000.00000 9000.00| | MASONRY COATING , STR NO 1 | | | 0063 728-98377 LUMP| 7000.00000 7000.00| | MASONRY COATING , STR NO 2 | | | 0064 801-01093 2.000 EACH| 640.00000 1280.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0065 801-06198 30.000 DAY | 230.00000 6900.00| | PATROLLER | | | 0066 801-06640 24.000 EACH| 61.00000 1464.00| | CONSTRUCTION SIGN, A | | | 0067 801-06645 2.000 EACH| 20.00000 40.00| | CONSTRUCTION SIGN, B | | | 0068 801-06710 120.000 DAY | 10.00000 1200.00| | FLASHING ARROW SIGN | | | 0069 801-06775 LUMP| 10000.00000 10000.00| | MAINTAINING TRAFFIC | | | 0070 801-09133 2.000 EACH| 4600.00000 9200.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0071 801-97643 480.000 LFT | 7.50000 3600.00| | TEMPORARY BUZZ STRIPS | | | 0072 802-03821 2.000 EACH| 137.00000 274.00| | SIGN, SHEET WITH LEGEND | | | 0073 802-76055 60.000 LFT | 3.86000 231.60| | SIGN POST, A | | | 0074 802-76160 8.000 EACH| 250.00000 2000.00| | BRIDGE BRACKET ASSEMBLY | | | 0075 804-93726 90.000 EACH| 3.98000 358.20| | DELINEATOR , GUARDRAIL, WHITE | | | 0076 805-98752 2.000 EACH| 1000.00000 2000.00| | TRAFFIC SIGNAL INDICATION, 1 WAY, 3 | | | SECTION, 12 IN. RED, 12 IN., AMBER, 12 | | | IN. GREEN | | | 0077 808-06713 825.000 LFT | 0.39000 321.75| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 02/25/03 PAGE : 431 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 625,196.53 ROUTE : I-80/90 CALL ORDER : 431 CONTRACT ID : BT-26227-A COUNTIES : LAPORTE LETTING DATE : 02/18/03 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0078 808-06714 1325.000 LFT | 0.39000 516.75| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0079 808-06726 50.000 LFT | 2.58000 129.00| | TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 24 IN. | | | SECTION TOTALS | $ 561,786.71| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 561,786.71| | ====================================================================================================================================