INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 320 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,996.04 ROUTE : NHS US 24 CALL ORDER : 320 CONTRACT ID : B -24133-A COUNTIES : CASS LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 15 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1442003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2064912 B & P CONSTRUCTION $ 9,926.01 100.0000% 2 35-2070195 ALPHA EXCAVATING & LANDSCAPING $ 23,484.00 236.5905% 3 35-1817574 YARDBERRY LANDSCAPE $ 23,764.00 239.4114% 4 35-1325036 DEICHMAN EXCAVATING CO $ 25,000.00 251.8635% 5 35-1817530 PIONEER ASSOCIATES, INC. $ 27,083.40 272.8528% 6 35-1386990 ISOM, JACK CONSTRUCTION CO $ 29,312.00 295.3049% 7 35-1339168 LAPORTE CONSTRUCTION CO $ 35,610.93 358.7637% 8 35-1912582 EDSAM CONSTRUCTION, INC. $ 61,801.25 622.6192% 9 35-1636776 LINKEL COMPANY $ 68,595.00 691.0631% ==================================================================================================================================== |(1) 35-2064912 |(2) 35-2070195 |(3) 35-1817574 |B & P CONSTRUCTION |ALPHA EXCAVATING & LANDSCAPI|YARDBERRY LANDSCAPE LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CHANNEL CORRECTION | | | 0001 110-01001 LUMP| 3900.00000 3900.00| 9000.00000 9000.00| 2000.00000 2000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-52370 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 5000.00000 5000.00 CLEARING RIGHT OF WAY | | | 0003 202-94425 38.000 m2 | 13.16000 500.08| 62.00000 2356.00| 40.00000 1520.00 APRON, REMOVE | | | 0004 616-02305 19.000 m3 | 108.95000 2070.05| 165.00000 3135.00| 380.00000 7220.00 GABIONS | | | 0005 616-02320 237.000 m2 | 2.30000 545.10| 2.00000 474.00| 6.00000 1422.00 GEOTEXTILES | | | 0006 616-06395 72.000 m2 | 17.89000 1288.08| 50.00000 3600.00| 60.00000 4320.00 RIPRAP | | | 0007 702-90915 1.500 m3 | 325.00000 487.50| 500.00000 750.00| 1400.00000 2100.00 CONCRETE, A , TOEWALL | | | 0008 703-51032 26.000 kg | 5.20000 135.20| 6.50000 169.00| 7.00000 182.00 REINFORCING STEEL, EPOXY COATED | | | SECTION TOTALS | $ 9,926.01| $ 23,484.00| $ 23,764.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,926.01| $ 23,484.00| $ 23,764.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 320 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,996.04 ROUTE : NHS US 24 CALL ORDER : 320 CONTRACT ID : B -24133-A COUNTIES : CASS LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1325036 |(5) 35-1817530 |(6) 35-1386990 |DEICHMAN EXCAVATING CO |PIONEER ASSOCIATES, 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 CHANNEL CORRECTION | | | 0001 110-01001 LUMP| 6726.00000 6726.00| 5700.00000 5700.00| 10000.00000 10000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-52370 LUMP| 6800.00000 6800.00| 5250.00000 5250.00| 3000.00000 3000.00 CLEARING RIGHT OF WAY | | | 0003 202-94425 38.000 m2 | 50.00000 1900.00| 60.10000 2283.80| 35.00000 1330.00 APRON, REMOVE | | | 0004 616-02305 19.000 m3 | 300.00000 5700.00| 315.00000 5985.00| 250.00000 4750.00 GABIONS | | | 0005 616-02320 237.000 m2 | 2.00000 474.00| 4.20000 995.40| 6.00000 1422.00 GEOTEXTILES | | | 0006 616-06395 72.000 m2 | 35.00000 2520.00| 65.15000 4690.80| 50.00000 3600.00 RIPRAP | | | 0007 702-90915 1.500 m3 | 500.00000 750.00| 1350.00000 2025.00| 3300.00000 4950.00 CONCRETE, A , TOEWALL | | | 0008 703-51032 26.000 kg | 5.00000 130.00| 5.90000 153.40| 10.00000 260.00 REINFORCING STEEL, EPOXY COATED | | | SECTION TOTALS | $ 25,000.00| $ 27,083.40| $ 29,312.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 25,000.00| $ 27,083.40| $ 29,312.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 320 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 16,996.04 ROUTE : NHS US 24 CALL ORDER : 320 CONTRACT ID : B -24133-A COUNTIES : CASS LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1339168 |(8) 35-1912582 |(9) 35-1636776 |LAPORTE CONSTRUCTION CO |EDSAM CONSTRUCTION, INC. |LINKEL COMPANY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE CHANNEL CORRECTION | | | 0001 110-01001 LUMP| 10898.65000 10898.65| 18700.00000 18700.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 201-52370 LUMP| 5575.08000 5575.08| 30500.00000 30500.00| 25000.00000 25000.00 CLEARING RIGHT OF WAY | | | 0003 202-94425 38.000 m2 | 88.98000 3381.24| 80.13157 3045.00| 250.00000 9500.00 APRON, REMOVE | | | 0004 616-02305 19.000 m3 | 336.46000 6392.74| 242.00000 4598.00| 150.00000 2850.00 GABIONS | | | 0005 616-02320 237.000 m2 | 3.51000 831.87| 2.75000 651.75| 5.00000 1185.00 GEOTEXTILES | | | 0006 616-06395 72.000 m2 | 63.07000 4541.04| 38.50000 2772.00| 25.00000 1800.00 RIPRAP | | | 0007 702-90915 1.500 m3 | 2549.79000 3824.69| 737.00000 1105.50| 2000.00000 3000.00 CONCRETE, A , TOEWALL | | | 0008 703-51032 26.000 kg | 6.37000 165.62| 16.50000 429.00| 10.00000 260.00 REINFORCING STEEL, EPOXY COATED | | | SECTION TOTALS | $ 35,610.93| $ 61,801.25| $ 68,595.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 35,610.93| $ 61,801.25| $ 68,595.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 330 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 917,035.27 ROUTE : SR 25 CALL ORDER : 330 CONTRACT ID : B -24134-A COUNTIES : TIPPECANOE LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/31/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : L670003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 743,061.35 100.0000% 2 35-1447641 STRUCTURE CONTRACTORS $ 827,546.75 111.3699% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 879,714.55 118.3905% 4 35-1609544 SCHUTT-LOOKABILL CO $ 880,651.10 118.5166% 5 35-1381845 HARVEY, GEORGE R. & SON, INC. $ 926,504.72 124.6875% 6 35-1212938 ATLAS EXCAVATING, INC. $ 931,786.33 125.3983% ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1386990 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 10.000 MOS | 1200.00000 12000.00| 900.00000 9000.00| 1500.00000 15000.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 30000.00000 30000.00| 35000.00000 35000.00| 25000.00000 25000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 329.000 m2 | 9.00000 2961.00| 35.00000 11515.00| 28.00000 9212.00 PAVEMENT, REMOVE | | | 0004 202-02241 91.300 m | 7.60000 693.88| 8.00000 730.40| 15.00000 1369.50 GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 40000.00000 40000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-51822 4030.000 m2 | 3.00000 12090.00| 6.00000 24180.00| 3.35000 13500.50 BRIDGE DECK OVERLAY, REMOVE | | | 0007 202-60820 800.000 m2 | 3.00000 2400.00| 5.00000 4000.00| 2.25000 1800.00 SURFACE MILLING, ASPHALT | | | 0008 202-60822 4035.000 m2 | 3.00000 12105.00| 5.00000 20175.00| 2.00000 8070.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 303-60900 190.000 Mg | 17.60000 3344.00| 35.00000 6650.00| 22.00000 4180.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0010 406-05521 800.000 m2 | 2.30000 1840.00| 0.50000 400.00| 0.90000 720.00 ASPHALT FOR TACK COAT | | | 0011 601-01522 4.000 EACH| 1282.00000 5128.00| 1200.00000 4800.00| 1300.00000 5200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0012 601-01625 1.000 EACH| 1900.00000 1900.00| 1700.00000 1700.00| 1500.00000 1500.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 330 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 917,035.27 ROUTE : SR 25 CALL ORDER : 330 CONTRACT ID : B -24134-A COUNTIES : TIPPECANOE LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1386990 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 601-06037 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 750.00000 750.00 GUARDRAIL END TREATMENT, I | | | 0014 601-06246 2.000 EACH| 31550.00000 63100.00| 31000.00000 62000.00| 30800.00000 61600.00 IMPACT ATTENUATOR, R2, W1, 110 km/h | | | 0015 601-99105 22.860 m | 38.50000 880.11| 35.00000 800.10| 45.00000 1028.70 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 601-99132 3.000 EACH| 100.00000 300.00| 60.00000 180.00| 300.00000 900.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0017 602-01598 67.000 m | 188.00000 12596.00| 150.00000 10050.00| 350.00000 23450.00 BARRIER, MEDIAN, CONCRETE, 1170 mm | | | 0018 602-06639 247.000 m | 52.47000 12960.09| 60.00000 14820.00| 72.00000 17784.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0019 602-06646 487.000 m | 52.47000 25552.89| 55.00000 26785.00| 68.00000 33116.00 TEMPORARY CONCRETE BARRIER | | | 0020 602-06729 48.000 EACH| 10.00000 480.00| 10.00000 480.00| 10.00000 480.00 BARRIER DELINEATOR | | | 0021 602-99181 95.000 m | 49.00000 4655.00| 95.00000 9025.00| 90.00000 8550.00 MEDIAN BARRIER, CONCRETE, REMOVE | | | 0022 610-05527 306.000 Mg | 96.00000 29376.00| 86.50000 26469.00| 75.00000 22950.00 HMA FOR APPROACHES | | | 0023 610-06259 530.100 m2 | 57.41000 30433.04| 58.00000 30745.80| 60.00000 31806.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0024 619-95315 LUMP| 14000.00000 14000.00| 12000.00000 12000.00| 18000.00000 18000.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0025 702-51110 1568.000 kg | 7.19000 11273.92| 8.00000 12544.00| 7.75000 12152.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0026 702-51863 3358.000 EACH| 4.00000 13432.00| 4.50000 15111.00| 8.00000 26864.00 FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-51032 28544.000 kg | 1.25000 35680.00| 1.30000 37107.20| 1.32000 37678.08 REINFORCING STEEL, EPOXY COATED | | | 0028 703-97703 64.000 EACH| 10.00000 640.00| 8.00000 512.00| 11.00000 704.00 THREADED BAR SPLICE, EPOXY COATED | | | 0029 704-51002 27.000 m3 | 700.00000 18900.00| 850.00000 22950.00| 655.00000 17685.00 CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1200.00000 4800.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-51025 624.000 m | 118.10000 73694.40| 110.00000 68640.00| 132.00000 82368.00 CONCRETE, C, RAILING | | | 0032 709-51821 LUMP| 8500.00000 8500.00| 7500.00000 7500.00| 10000.00000 10000.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 330 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 917,035.27 ROUTE : SR 25 CALL ORDER : 330 CONTRACT ID : B -24134-A COUNTIES : TIPPECANOE LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1386990 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 711-96800 182.000 EACH| 15.00000 2730.00| 12.00000 2184.00| 17.00000 3094.00 STUD SHEAR CONNECTOR | | | 0034 719-94999 18.000 m | 32.78000 590.04| 140.00000 2520.00| 33.00000 594.00 DRAIN PIPE, PVC, 150 mm | | | 0035 722-51842 4026.000 m2 | 32.00000 128832.00| 46.00000 185196.00| 41.00000 165066.00 BRIDGE DECK OVERLAY | | | 0036 722-51846 75.000 m3 | 395.00000 29625.00| 395.00000 29625.00| 395.00000 29625.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0037 722-51852 404.000 m2 | 31.54000 12742.16| 64.60000 26098.40| 75.00000 30300.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0038 724-51925 62.000 m | 300.00000 18600.00| 245.00000 15190.00| 376.00000 23312.00 STRUCTURAL EXPANSION JOINT, SS | | | 0040 801-06605 4.000 EACH| 130.00000 520.00| 65.00000 260.00| 110.00000 440.00 BARRICADE, IIIA | | | 0041 801-06640 20.000 EACH| 120.00000 2400.00| 60.00000 1200.00| 105.00000 2100.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 4.000 EACH| 50.00000 200.00| 220.00000 880.00| 50.00000 200.00 CONSTRUCTION SIGN, B | | | 0043 801-06710 360.000 DAY | 20.00000 7200.00| 16.00000 5760.00| 30.00000 10800.00 FLASHING ARROW SIGN | | | 0044 801-06775 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 18000.00000 18000.00 MAINTAINING TRAFFIC | | | 0047 808-06716 1166.000 m | 1.00000 1166.00| 1.00000 1166.00| 1.45000 1690.70 LINE, REMOVE | | | 0049 808-75998 18.000 EACH| 75.00000 1350.00| 70.00000 1260.00| 75.00000 1350.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 808-75051 350.000 m | 4.26000 1491.00| 4.00000 1400.00| 5.12000 1792.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0051 808-06703 420.000 m | 1.30000 546.00| 1.15000 483.00| 1.95000 819.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0052 808-75054 350.000 m | 4.26000 1491.00| 4.00000 1400.00| 5.12000 1792.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0053 808-75245 394.000 m | 1.30000 512.20| 1.15000 453.10| 1.95000 768.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0054 808-75061 90.000 m | 5.38000 484.20| 5.00000 450.00| 6.22000 559.80 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0055 808-06702 135.000 m | 1.74000 234.90| 1.45000 195.75| 2.03000 274.05 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 330 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 917,035.27 ROUTE : SR 25 CALL ORDER : 330 CONTRACT ID : B -24134-A COUNTIES : TIPPECANOE LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1523985 |(2) 35-1447641 |(3) 35-1386990 |WIRTZ & YATES, INC. |STRUCTURE CONTRACTORS |ISOM, JACK CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 708-51813 50.000 m2 | 690.00000 34500.00| 400.00000 20000.00| 700.00000 35000.00 PNEUMATICALLY PLACED MORTAR | | | 0057 801-06207 3752.000 m | 3.26000 12231.52| 3.00000 11256.00| 3.71000 13919.92 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 743,061.35| $ 827,546.75| $ 879,714.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 743,061.35| $ 827,546.75| $ 879,714.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 330 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 917,035.27 ROUTE : SR 25 CALL ORDER : 330 CONTRACT ID : B -24134-A COUNTIES : TIPPECANOE LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1381845 |(6) 35-1212938 |SCHUTT-LOOKABILL CO |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 10.000 MOS | 1400.00000 14000.00| 1500.00000 15000.00| 575.00000 5750.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 44000.00000 44000.00| 46000.00000 46000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02240 329.000 m2 | 16.00000 5264.00| 16.00000 5264.00| 19.00000 6251.00 PAVEMENT, REMOVE | | | 0004 202-02241 91.300 m | 7.90000 721.27| 7.00000 639.10| 7.50000 684.75 GUARDRAIL, REMOVE | | | 0005 202-51328 LUMP| 72195.00000 72195.00| 40000.00000 40000.00| 87000.00000 87000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0006 202-51822 4030.000 m2 | 4.63000 18658.90| 4.80000 19344.00| 3.50000 14105.00 BRIDGE DECK OVERLAY, REMOVE | | | 0007 202-60820 800.000 m2 | 1.90000 1520.00| 3.65000 2920.00| 2.90000 2320.00 SURFACE MILLING, ASPHALT | | | 0008 202-60822 4035.000 m2 | 0.74000 2985.90| 3.65000 14727.75| 2.00000 8070.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0009 303-60900 190.000 Mg | 26.00000 4940.00| 22.00000 4180.00| 23.00000 4370.00 COMPACTED AGGREGATE FOR BASE, 0 | | | 0010 406-05521 800.000 m2 | 0.58000 464.00| 0.57000 456.00| 0.55000 440.00 ASPHALT FOR TACK COAT | | | 0011 601-01522 4.000 EACH| 1328.00000 5312.00| 1315.00000 5260.00| 1270.00000 5080.00 GUARDRAIL TRANSITION TYPE TGB | | | 0012 601-01625 1.000 EACH| 1972.00000 1972.00| 1950.00000 1950.00| 1900.00000 1900.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0013 601-06037 1.000 EACH| 730.00000 730.00| 725.00000 725.00| 680.00000 680.00 GUARDRAIL END TREATMENT, I | | | 0014 601-06246 2.000 EACH| 34278.00000 68556.00| 34000.00000 68000.00| 32000.00000 64000.00 IMPACT ATTENUATOR, R2, W1, 110 km/h | | | 0015 601-99105 22.860 m | 39.85000 910.97| 39.35000 899.54| 38.00000 868.68 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0016 601-99132 3.000 EACH| 70.00000 210.00| 69.00000 207.00| 65.00000 195.00 GUARDRAIL TRANSITION, VH, 1.905 m | | | SPACING | | | 0017 602-01598 67.000 m | 160.00000 10720.00| 150.00000 10050.00| 225.00000 15075.00 BARRIER, MEDIAN, CONCRETE, 1170 mm | | | 0018 602-06639 247.000 m | 99.00000 24453.00| 100.00000 24700.00| 100.00000 24700.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 330 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 917,035.27 ROUTE : SR 25 CALL ORDER : 330 CONTRACT ID : B -24134-A COUNTIES : TIPPECANOE LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1381845 |(6) 35-1212938 |SCHUTT-LOOKABILL CO |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 602-06646 487.000 m | 92.00000 44804.00| 90.00000 43830.00| 85.00000 41395.00 TEMPORARY CONCRETE BARRIER | | | 0020 602-06729 48.000 EACH| 9.86000 473.28| 10.00000 480.00| 8.80000 422.40 BARRIER DELINEATOR | | | 0021 602-99181 95.000 m | 32.00000 3040.00| 50.00000 4750.00| 31.00000 2945.00 MEDIAN BARRIER, CONCRETE, REMOVE | | | 0022 610-05527 306.000 Mg | 100.00000 30600.00| 113.20000 34639.20| 100.00000 30600.00 HMA FOR APPROACHES | | | 0023 610-06259 530.100 m2 | 60.00000 31806.00| 65.00000 34456.50| 55.00000 29155.50 REINFORCED CONCRETE BRIDGE APPROACH, | | | 300 mm | | | 0024 619-95315 LUMP| 5220.00000 5220.00| 11750.00000 11750.00| 15000.00000 15000.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0025 702-51110 1568.000 kg | 4.40000 6899.20| 4.10000 6428.80| 4.00000 6272.00 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0026 702-51863 3358.000 EACH| 5.00000 16790.00| 5.00000 16790.00| 7.50000 25185.00 FIELD DRILLED HOLE IN CONCRETE | | | 0027 703-51032 28544.000 kg | 1.82000 51950.08| 1.40000 39961.60| 1.45000 41388.80 REINFORCING STEEL, EPOXY COATED | | | 0028 703-97703 64.000 EACH| 12.00000 768.00| 15.00000 960.00| 18.00000 1152.00 THREADED BAR SPLICE, EPOXY COATED | | | 0029 704-51002 27.000 m3 | 800.00000 21600.00| 750.00000 20250.00| 775.00000 20925.00 CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 4.000 EACH| 1400.00000 5600.00| 1200.00000 4800.00| 1400.00000 5600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-51025 624.000 m | 138.60000 86486.40| 130.00000 81120.00| 140.00000 87360.00 CONCRETE, C, RAILING | | | 0032 709-51821 LUMP| 7667.00000 7667.00| 8000.00000 8000.00| 10000.00000 10000.00 SURFACE SEAL | | | 0033 711-96800 182.000 EACH| 3.00000 546.00| 20.00000 3640.00| 4.30000 782.60 STUD SHEAR CONNECTOR | | | 0034 719-94999 18.000 m | 82.00000 1476.00| 40.00000 720.00| 52.00000 936.00 DRAIN PIPE, PVC, 150 mm | | | 0035 722-51842 4026.000 m2 | 31.45000 126617.70| 45.00000 181170.00| 37.00000 148962.00 BRIDGE DECK OVERLAY | | | 0036 722-51846 75.000 m3 | 395.00000 29625.00| 395.00000 29625.00| 395.00000 29625.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0037 722-51852 404.000 m2 | 86.00000 34744.00| 70.00000 28280.00| 95.00000 38380.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0038 724-51925 62.000 m | 330.00000 20460.00| 300.00000 18600.00| 285.00000 17670.00 STRUCTURAL EXPANSION JOINT, SS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 330 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 917,035.27 ROUTE : SR 25 CALL ORDER : 330 CONTRACT ID : B -24134-A COUNTIES : TIPPECANOE LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1609544 |(5) 35-1381845 |(6) 35-1212938 |SCHUTT-LOOKABILL CO |HARVEY, GEORGE R. & SON, INC|ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-06605 4.000 EACH| 75.00000 300.00| 75.00000 300.00| 75.00000 300.00 BARRICADE, IIIA | | | 0041 801-06640 20.000 EACH| 70.00000 1400.00| 69.00000 1380.00| 70.00000 1400.00 CONSTRUCTION SIGN, A | | | 0042 801-06645 4.000 EACH| 29.00000 116.00| 28.75000 115.00| 35.00000 140.00 CONSTRUCTION SIGN, B | | | 0043 801-06710 360.000 DAY | 18.50000 6660.00| 20.00000 7200.00| 15.00000 5400.00 FLASHING ARROW SIGN | | | 0044 801-06775 LUMP| 12420.00000 12420.00| 32500.00000 32500.00| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0047 808-06716 1166.000 m | 1.00000 1166.00| 1.00000 1166.00| 0.95000 1107.70 LINE, REMOVE | | | 0049 808-75998 18.000 EACH| 64.00000 1152.00| 63.25000 1138.50| 60.00000 1080.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0050 808-75051 350.000 m | 4.40000 1540.00| 4.40000 1540.00| 4.10000 1435.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 100 mm | | | 0051 808-06703 420.000 m | 1.35000 567.00| 1.32000 554.40| 1.25000 525.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0052 808-75054 350.000 m | 4.40000 1540.00| 4.40000 1540.00| 4.20000 1470.00 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 100 mm | | | 0053 808-75245 394.000 m | 1.35000 531.90| 1.32000 520.08| 1.25000 492.50 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0054 808-75061 90.000 m | 5.57000 501.30| 5.50000 495.00| 5.20000 468.00 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0055 808-06702 135.000 m | 1.68000 226.80| 1.67000 225.45| 1.60000 216.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | 0056 708-51813 50.000 m2 | 696.00000 34800.00| 690.00000 34500.00| 310.00000 15500.00 PNEUMATICALLY PLACED MORTAR | | | 0057 801-06207 3752.000 m | 3.45000 12944.40| 3.40000 12756.80| 3.20000 12006.40 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | SECTION TOTALS | $ 880,651.10| $ 926,504.72| $ 931,786.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 880,651.10| $ 926,504.72| $ 931,786.33 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 350 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 231 CALL ORDER : 350 CONTRACT ID : B -24140-A COUNTIES : TIPPECANOE LETTING DATE : 11/16/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 06/30/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1523985 WIRTZ & YATES, INC. $ 209,323.42 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 226,256.70 108.0895% 3 35-1386990 ISOM, JACK CONSTRUCTION CO $ 241,645.05 115.4410% 4 35-1447641 STRUCTURE CONTRACTORS $ 250,110.70 119.4852% 5 35-1339168 LAPORTE CONSTRUCTION CO $ 276,266.92 131.9808% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 360 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,254.31 ROUTE : NHS SR 912 CALL ORDER : 360 CONTRACT ID : B -24142-A COUNTIES : LAKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 06/23/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 2201045 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 466,787.17 100.0000% 2 35-1212938 ATLAS EXCAVATING, INC. $ 515,807.47 110.5016% 3 35-1106884 ELLAS CONSTRUCTION CO $ 535,059.31 114.6259% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 645,818.51 138.3539% 5 35-1035114 SUPERIOR CONSTRUCTION CO $ 655,528.15 140.4340% 6 35-1339168 LAPORTE CONSTRUCTION CO $ 749,843.15 160.6391% ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1212938 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|ATLAS EXCAVATING, INC. |ELLAS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1402.50000 8415.00| 550.00000 3300.00| 1300.00000 7800.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 5586.55000 5586.55| 6500.00000 6500.00| 5000.00000 5000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 23000.00000 23000.00| 27000.00000 27000.00| 27000.00000 27000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 1520.07000 1520.07| 4000.00000 4000.00| 2700.00000 2700.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1000.000 m2 | 7.56000 7560.00| 12.00000 12000.00| 5.00000 5000.00 PAVEMENT, REMOVE | | | 0006 202-02241 50.000 m | 23.32000 1166.00| 8.20000 410.00| 20.00000 1000.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 25778.35000 25778.35| 35000.00000 35000.00| 56000.00000 56000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 3870.000 m2 | 3.77000 14589.90| 4.00000 15480.00| 3.25000 12577.50 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60822 3870.000 m2 | 1.00000 3870.00| 2.00000 7740.00| 2.60000 10062.00 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-99383 12.000 m | 18.91000 226.92| 65.00000 780.00| 84.50000 1014.00 TERMINAL JOINT, REMOVE | | | 0011 203-02000 80.000 m3 | 7.62000 609.60| 33.00000 2640.00| 27.00000 2160.00 EXCAVATION, COMMON | | | 0012 303-52308 731.000 Mg | 11.22000 8201.82| 16.00000 11696.00| 17.00000 12427.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 360 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,254.31 ROUTE : NHS SR 912 CALL ORDER : 360 CONTRACT ID : B -24142-A COUNTIES : LAKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1212938 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|ATLAS EXCAVATING, INC. |ELLAS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 304-04403 260.000 m3 | 26.69000 6939.40| 37.00000 9620.00| 34.00000 8840.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0014 501-04771 LUMP| 750.00000 750.00| 750.00000 750.00| 800.00000 800.00 CORING CONCRETE PAVEMENT | | | 0015 501-05180 930.000 m2 | 33.50000 31155.00| 42.00000 39060.00| 43.00000 39990.00 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0016 501-05310 12.000 m | 237.86000 2854.32| 390.00000 4680.00| 322.00000 3864.00 TERMINAL JOINT | | | 0017 601-01522 2.000 EACH| 1100.00000 2200.00| 1800.00000 3600.00| 1100.00000 2200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-02103 11.430 m | 42.00000 480.06| 53.00000 605.79| 42.00000 480.06 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0019 601-05999 2.000 EACH| 30.00000 60.00| 48.00000 96.00| 30.00000 60.00 CURVED TERMINAL END | | | 0020 601-99105 209.550 m | 33.40000 6998.97| 39.50000 8277.23| 33.45000 7009.45 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 50.000 EACH| 8.00000 400.00| 5.60000 280.00| 5.00000 250.00 BARRIER DELINEATOR | | | 0022 610-05527 70.000 Mg | 103.69000 7258.30| 265.00000 18550.00| 100.00000 7000.00 HMA FOR APPROACHES | | | 0023 610-06257 84.000 m2 | 31.29000 2628.36| 59.00000 4956.00| 59.00000 4956.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 60.000 m2 | 2.16000 129.60| 7.00000 420.00| 2.50000 150.00 GEOTEXTILES | | | 0025 616-06451 35.000 Mg | 26.33000 921.55| 42.00000 1470.00| 44.00000 1540.00 RIPRAP, UNIFORM | | | 0026 701-90976 1125.000 kg | 1.44000 1620.00| 1.60000 1800.00| 1.80000 2025.00 REINFORCING STEEL, GRADE 60 | | | 0027 702-51863 148.000 EACH| 6.06000 896.88| 12.00000 1776.00| 8.50000 1258.00 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51032 1101.000 kg | 1.85000 2036.85| 1.95000 2146.95| 2.25000 2477.25 REINFORCING STEEL, EPOXY COATED | | | 0029 704-51002 7.700 m3 | 558.17000 4297.91| 750.00000 5775.00| 1275.00000 9817.50 CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 2.000 EACH| 1266.00000 2532.00| 1400.00000 2800.00| 1300.00000 2600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-51025 4.900 m | 479.83000 2351.17| 850.00000 4165.00| 242.00000 1185.80 CONCRETE, C, RAILING | | | 0032 709-51821 LUMP| 8060.00000 8060.00| 11000.00000 11000.00| 6800.00000 6800.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 360 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,254.31 ROUTE : NHS SR 912 CALL ORDER : 360 CONTRACT ID : B -24142-A COUNTIES : LAKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1212938 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|ATLAS EXCAVATING, INC. |ELLAS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 720-01894 4.000 EACH| 248.51000 994.04| 375.00000 1500.00| 255.00000 1020.00 CASTING, FURNISH AND ADJUST TO GRADE , | | | SQA | | | 0034 720-96995 15.000 EACH| 300.00000 4500.00| 475.00000 7125.00| 205.00000 3075.00 CLEAN INLET | | | 0035 722-51401 40.000 m2 | 221.54000 8861.60| 330.00000 13200.00| 340.00000 13600.00 BRIDGE DECK PATCHING, FULL DEPTH | | | 0036 722-51842 3870.000 m2 | 44.63000 172718.10| 35.50000 137385.00| 42.75000 165442.50 BRIDGE DECK OVERLAY | | | 0037 722-51846 2.000 m3 | 395.00000 790.00| 395.00000 790.00| 395.00000 790.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0038 722-51852 200.000 m2 | 96.35000 19270.00| 110.00000 22000.00| 131.00000 26200.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0039 724-51927 22.000 m | 2796.20000 61516.40| 3100.00000 68200.00| 3000.00000 66000.00 EXPANSION JOINT, M | | | 0040 801-03290 2.000 EACH| 65.00000 130.00| 75.00000 150.00| 65.00000 130.00 CONSTRUCTION SIGN, C | | | 0041 801-04308 1.000 EACH| 295.00000 295.00| 320.00000 320.00| 295.00000 295.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06605 8.000 EACH| 50.00000 400.00| 65.00000 520.00| 50.00000 400.00 BARRICADE, IIIA | | | 0043 801-06625 17.000 EACH| 59.00000 1003.00| 70.00000 1190.00| 59.00000 1003.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 8.000 EACH| 50.00000 400.00| 75.00000 600.00| 50.00000 400.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH| 25.00000 50.00| 30.00000 60.00| 25.00000 50.00 CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 2621.37000 2621.37| 3000.00000 3000.00| 1760.00000 1760.00 MAINTAINING TRAFFIC | | | 0051 808-75996 20.000 EACH| 7.44000 148.80| 11.00000 220.00| 15.00000 300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 20.000 EACH| 49.00000 980.00| 53.00000 1060.00| 52.00000 1040.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 501-05240 187.000 m | 22.69000 4243.03| 38.00000 7106.00| 26.00000 4862.00 CONTRACTION JOINT, D1 | | | 0054 808-74807 3.000 EACH| 95.00000 285.00| 110.00000 330.00| 54.00000 162.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0055 808-03631 505.000 m | 1.95000 984.75| 2.10000 1060.50| 1.95000 984.75 LINE, EPOXY, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 360 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,254.31 ROUTE : NHS SR 912 CALL ORDER : 360 CONTRACT ID : B -24142-A COUNTIES : LAKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1582109 |(2) 35-1212938 |(3) 35-1106884 |KANKAKEE VALLEY CONSTRUCTION|ATLAS EXCAVATING, INC. |ELLAS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 808-03632 505.000 m | 1.95000 984.75| 2.10000 1060.50| 1.95000 984.75 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0057 808-03002 265.000 m | 1.95000 516.75| 2.10000 556.50| 1.95000 516.75 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | SECTION TOTALS | $ 466,787.17| $ 515,807.47| $ 535,059.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 466,787.17| $ 515,807.47| $ 535,059.31 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 360 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,254.31 ROUTE : NHS SR 912 CALL ORDER : 360 CONTRACT ID : B -24142-A COUNTIES : LAKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1035114 |(6) 35-1339168 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REHABILITATION | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1100.00000 6600.00| 2285.03000 13710.18 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 27000.00000 27000.00| 9035.08000 9035.08 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 32000.00000 32000.00| 30000.00000 30000.00| 25170.22000 25170.22 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| 2902.41000 2902.41 CLEARING RIGHT OF WAY | | | 0005 202-02240 1000.000 m2 | 13.00000 13000.00| 20.00000 20000.00| 11.17000 11170.00 PAVEMENT, REMOVE | | | 0006 202-02241 50.000 m | 6.00000 300.00| 10.00000 500.00| 20.00000 1000.00 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 111913.86000 111913.86| 25000.00000 25000.00| 71881.45000 71881.45 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 3870.000 m2 | 6.70000 25929.00| 12.00000 46440.00| 11.68000 45201.60 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60822 3870.000 m2 | 2.25000 8707.50| 6.00000 23220.00| 3.28000 12693.60 SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0010 202-99383 12.000 m | 80.00000 960.00| 125.00000 1500.00| 112.95000 1355.40 TERMINAL JOINT, REMOVE | | | 0011 203-02000 80.000 m3 | 20.00000 1600.00| 40.00000 3200.00| 29.48000 2358.40 EXCAVATION, COMMON | | | 0012 303-52308 731.000 Mg | 22.00000 16082.00| 28.00000 20468.00| 20.09000 14685.79 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 304-04403 260.000 m3 | 40.00000 10400.00| 40.00000 10400.00| 38.88000 10108.80 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0014 501-04771 LUMP| 2000.00000 2000.00| 500.00000 500.00| 316.00000 316.00 CORING CONCRETE PAVEMENT | | | 0015 501-05180 930.000 m2 | 50.00000 46500.00| 56.00000 52080.00| 48.90000 45477.00 CEMENT CONCRETE PAVEMENT, PLAIN, 250 mm | | | 0016 501-05310 12.000 m | 500.00000 6000.00| 205.00000 2460.00| 525.10000 6301.20 TERMINAL JOINT | | | 0017 601-01522 2.000 EACH| 1600.00000 3200.00| 1600.00000 3200.00| 1100.00000 2200.00 GUARDRAIL TRANSITION TYPE TGB | | | 0018 601-02103 11.430 m | 49.00000 560.07| 49.00000 560.07| 42.00000 480.06 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0019 601-05999 2.000 EACH| 45.00000 90.00| 45.00000 90.00| 30.00000 60.00 CURVED TERMINAL END | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 360 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,254.31 ROUTE : NHS SR 912 CALL ORDER : 360 CONTRACT ID : B -24142-A COUNTIES : LAKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1035114 |(6) 35-1339168 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 601-99105 209.550 m | 36.50000 7648.58| 36.50000 7648.58| 33.40000 6998.97 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0021 602-06729 50.000 EACH| 10.00000 500.00| 7.00000 350.00| 7.00000 350.00 BARRIER DELINEATOR | | | 0022 610-05527 70.000 Mg | 100.00000 7000.00| 85.00000 5950.00| 85.00000 5950.00 HMA FOR APPROACHES | | | 0023 610-06257 84.000 m2 | 70.00000 5880.00| 90.00000 7560.00| 86.12000 7234.08 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0024 616-02320 60.000 m2 | 8.00000 480.00| 10.00000 600.00| 8.75000 525.00 GEOTEXTILES | | | 0025 616-06451 35.000 Mg | 50.00000 1750.00| 36.00000 1260.00| 39.91000 1396.85 RIPRAP, UNIFORM | | | 0026 701-90976 1125.000 kg | 2.00000 2250.00| 2.25000 2531.25| 1.57000 1766.25 REINFORCING STEEL, GRADE 60 | | | 0027 702-51863 148.000 EACH| 15.00000 2220.00| 20.00000 2960.00| 9.41000 1392.68 FIELD DRILLED HOLE IN CONCRETE | | | 0028 703-51032 1101.000 kg | 2.00000 2202.00| 2.50000 2752.50| 3.06000 3369.06 REINFORCING STEEL, EPOXY COATED | | | 0029 704-51002 7.700 m3 | 2000.00000 15400.00| 900.00000 6930.00| 1111.47000 8558.32 CONCRETE, C, SUPERSTRUCTURE | | | 0030 706-05732 2.000 EACH| 1500.00000 3000.00| 600.00000 1200.00| 2505.03000 5010.06 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0031 706-51025 4.900 m | 750.00000 3675.00| 625.00000 3062.50| 764.14000 3744.29 CONCRETE, C, RAILING | | | 0032 709-51821 LUMP| 2500.00000 2500.00| 8060.00000 8060.00| 6972.00000 6972.00 SURFACE SEAL | | | 0033 720-01894 4.000 EACH| 500.00000 2000.00| 525.00000 2100.00| 671.19000 2684.76 CASTING, FURNISH AND ADJUST TO GRADE , | | | SQA | | | 0034 720-96995 15.000 EACH| 400.00000 6000.00| 225.00000 3375.00| 158.83000 2382.45 CLEAN INLET | | | 0035 722-51401 40.000 m2 | 525.00000 21000.00| 185.00000 7400.00| 512.43000 20497.20 BRIDGE DECK PATCHING, FULL DEPTH | | | 0036 722-51842 3870.000 m2 | 45.00000 174150.00| 55.50000 214785.00| 67.04000 259444.80 BRIDGE DECK OVERLAY | | | 0037 722-51846 2.000 m3 | 395.00000 790.00| 395.00000 790.00| 395.00000 790.00 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0038 722-51852 200.000 m2 | 175.00000 35000.00| 75.00000 15000.00| 165.46000 33092.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0039 724-51927 22.000 m | 1700.00000 37400.00| 3165.00000 69630.00| 3381.46000 74392.12 EXPANSION JOINT, M | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 11/23/99 PAGE : 360 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 630,254.31 ROUTE : NHS SR 912 CALL ORDER : 360 CONTRACT ID : B -24142-A COUNTIES : LAKE LETTING DATE : 11/16/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1035114 |(6) 35-1339168 |RIETH RILEY CONSTRUCTION |SUPERIOR CONSTRUCTION CO |LAPORTE CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 801-03290 2.000 EACH| 65.00000 130.00| 65.00000 130.00| 65.00000 130.00 CONSTRUCTION SIGN, C | | | 0041 801-04308 1.000 EACH| 50.00000 50.00| 295.00000 295.00| 295.00000 295.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0042 801-06605 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 50.00000 400.00 BARRICADE, IIIA | | | 0043 801-06625 17.000 EACH| 59.00000 1003.00| 59.00000 1003.00| 59.00000 1003.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0044 801-06640 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 50.00000 400.00 CONSTRUCTION SIGN, A | | | 0045 801-06645 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 25.00000 50.00 CONSTRUCTION SIGN, B | | | 0046 801-06775 LUMP| 3000.00000 3000.00| 1000.00000 1000.00| 2289.52000 2289.52 MAINTAINING TRAFFIC | | | 0051 808-75996 20.000 EACH| 12.00000 240.00| 5.00000 100.00| 26.08000 521.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0052 808-75998 20.000 EACH| 49.00000 980.00| 49.00000 980.00| 49.00000 980.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0053 501-05240 187.000 m | 30.00000 5610.00| 28.00000 5236.00| 98.10000 18344.70 CONTRACTION JOINT, D1 | | | 0054 808-74807 3.000 EACH| 135.00000 405.00| 95.00000 285.00| 95.00000 285.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0055 808-03631 505.000 m | 3.50000 1767.50| 1.95000 984.75| 1.95000 984.75 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0056 808-03632 505.000 m | 3.50000 1767.50| 1.95000 984.75| 1.95000 984.75 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0057 808-03002 265.000 m | 3.50000 927.50| 1.95000 516.75| 1.95000 516.75 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | SECTION TOTALS | $ 645,818.51| $ 655,528.15| $ 749,843.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 645,818.51| $ 655,528.15| $ 749,843.15 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